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HomeMy WebLinkAbout39855-Z gU6FQt,f 4�0 . toy Town of Southold 8/15/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39127 Date: 8/15/2017 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 670 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-13-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2015 pursuant to which Building Permit No. 39855 dated 6/9/2015 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: ADDITIONS AND ALTERATIONS INCLUDING A COVERED FRONT PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Piraino Jr,Antonio&Piraino, Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0030 03-11-2016 ELECTRICAL CERTIFICATE NO. 39855 08-08-2017 PLUMBERS CERTIFICATION DATED 10-07-2015 ��an Mare i tho d Signature TOWN OF SOUTHOLD �SufFot,r�o moo BUILDING DEPARTMENT z TOWN CLERK'S OFFICE 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#: 39855 Date: 6/9/2015 Permission is hereby granted to: Piraino Jr, Antonio & Piraino, Stephanie 670 N Bayview Rd Southold, NY 11971 To: Additions and alterations (second story addition) to an existing single family dwelling as applied for per SCHD approval. At premises located at: 670 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-13-15 Pursuant to application dated 5/29/2015 and approved by the Building Inspector. To expire on 12/8/2016: Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $699.20 CO -ADDITION TO DWELLING $50.00 Total: $749.20 7, —a- 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: q�1,p W Roca Ao d House No. IStreet �y R Hamlet Owner or Owners of Property: Y1�Zjlrlld `l �� f 9 1�C, ra' no Suffolk County Tax Map No 1000, Section c) Block 15 Lot IS, Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature SO!/j�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAR P.O.Box 1179 rimer.richert(aD-town.southold.ny.us Southold,NY 11971-0959 Q lycOUNTY,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Plralno Address: 670 North Bayview Road city,Southold st: New York zip: 11971 Building Permit#: 39855 Section: 70 Block: 13 Lot. 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 30 CO Detectors 3 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures �] TVSS Other Equipment: "AS BUILT"- "ELECTRICAL SURVEY'- "NO VISUAL DEFECTS" Notes: Second Floor Addition 2-Exhaust Fans, 3-Paddle Fans Inspector Signature: Date: August 8, 2017 0-Cert Electrical Compliance Form.xls rF SOUr�a ,moo l,�s Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 r0�. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �7 Owner: l`�� oy o 9 2 (�► 1 It/Q (Please print) Plumber: 'Del�DJ J1�1 fj e e rJ (Please print) F certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this i .o day of�( � 201 TAYANEE SYKES Notary Public, State Of New York No. 01SY6170586, Suffolk Count Commission Expires July 9, 20 County Notary Public,�t �� � o ---- ------- --- -- - --- ----- -- - - --------- - DEPT. - TOWN OF SOUTHOLD BUILDING - 765-1802 INSPECTION : - [ ] F NDATION 1 ST [ ] ROUGH PLUMBING [ ] OUNDATIO [ ] INSULATION [ ] FRAMIN ST PPING [ ]. FINAL FIREPLACE A CHIM Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOWION [ ] CAULKING REMARKS: A Z:�td DATE �� INSPECTOR ho��OF SOUjyolo - TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 I-NSPECPON , [ ] FO DATION 1 ST [ ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i 37853--2g sopj�ol � o o�yooUNiN,� TOWN OF,SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] F NDATION IST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /� /® //`f'INSPECTORDATE ` - aso couff N TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: fzz-,— DATE INSPECTO OF SOUjy�lo cOUfYi`l,N TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �` INSPECTOR 3 OF SOUTyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1 REMARKS: 1 `� lS vlfat con l ��- a� - SCIAD l-rAf VW41401IL-- DATE / � INSPECTOR pF SO47 �lyolo CC V �'Y�OUNII,pc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �f ELECTRICAL (FINAL) REMARKS: , Vi - DATE INSPECTOR so TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: li�4 y� �L . 5mb�c QnA►1 DATE INSPECTOR SOF SOpT�, h� l0 • h0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Moir I ., 18�w ff DATE INSPECTOR ri 1 1 0 • • 1 I. f_'✓7I'c:�■ - 1.[:�ir�ILl._�..� �.���airs=�-����Lr�j' � • . � a • it l �� At �■ ,� /'M W ! i MISIAME 6 i 6 �d • �i. �.._ Vil ���� • .mss 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 SoutholdTown.NorthFork.net PERMIT NO. �J� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate 4�1 ®�— Storm-Water Assessment Form 7 / l Contact: Approved ,20 Mail to:ADkjh,o-1LS , �,��1,-Q,�l`_1(�ai no Disapproved a/c V7 m,�GL\�U1e1Iu— f`II•'',7 za old Phone: Wl-] ' 96b-a (n Expiration !r ,20 1"'L 631" Ct 60 15 CC) ! � Building Inspector IUL 29 i LICATION FOR BUILDING PERMIT 6l Dv C:�r T Date , 20 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. (Signature of applicant or name,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 S�ephr j.Q Piro In 0 (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 of land on which proposed work will be doT� U, 14_ : �, Ic ouse Number St-reel Hamlet County Tax Map No. 1000 Section `� Block 13 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 b. Intended use and occupancy 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 f- 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 Stories 8. Dimensions of entire new construction: Front Rear U' 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_X_ 14.Names of Owner of premises AhjM i re RMjW j Address6j0 N.an%IALLjo .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 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS'MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_>(_ * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_y— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) A04DNO if,0C,V-� ) . being duly sworn,`deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swbefore me this t day of /11 Gti 20 Notary P lic Signature of Applicant NotaKES ry' Public, State TAYANEE YOf New York No. 01SY6170586, Suffolk County Commission Expires July 9, 20tA" Scott A. Russell SUPERVISOR IWANAG IENUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 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) ❑Z— A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[2r B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑oC. 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 f loodplain 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- District NAME Nn-Imio Piralno -Cr. � - 13 ,. iv�a / Section Block Lot 00,o I-OR BUILDING DEPAPTNli,W U.E, ONLY Contact Information Reviewed By: Date Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — II__ p Approved for processing Building Permit. 0 0 1e-` �-A Cii ��C� Stormwater Management Control Plan Not Required c�GIt,�A ' oid I W� 1 I�l] 11:1 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 - �o,\\OF SO�r,�o� i Town Hall Annex Telephone(631)765-1802 54375 Main Road G • 0 aOg116.P.O.Box 1179 roger•richertd- SUl nV us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Q n� o i/ZA r/V ! *Address: ,.,® Ajr?ap�� AAY U ,CO- ao *Cross Street: *Phone No.: _ 3 f V61 — 0 � Permit No.: Tax-Map District: 1000 Section: 7 ® - Block: J3 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ` 'JD to (Please Circle All That Apply) Is job ready for inspection: YE ! NO -Cough)In Final *Do-you need a Temp Certificate: YES! NO Temp Information ded) *Service Size: 1 Pha 3Phase 140 950 200 300 350 400 Other *'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form (2e c, g>Ji'FOCk�oG Town Hall Annex �Q,. Telephone(631-1802 54375 Main Roado = Fax(631)734-9502 P,O. Box 1179 Southold, NY 11971-0959 Q� � 07 BUILDING DEF RTIVIENT , NOTICE OF UTILIZATION'-OF-TRUSS TYRE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AMWOR TIMBER CONSTRUCTION Date: Owner: Anono 'ira' Y1n 7m �, . :,:,a{ •v:3.•- r s' !1 V moi, O Location of Proper'ty 010 , : Please take notice that the (check app icable line): New residential structure . :h> V✓ Addition to existing"residential structure k Rehabilitation t©aweAsting residential structure to be constructed or performed at thet' ripe above will utilize _ (check applicable line): Truss type construction(1;)`,; Pre-engineered wood�onstrtietian (PIN):; ` d, - Timber construction-(TC) in the following location(s) (check applicable line): Floor framing, inciiadirig�girders:and-,bigarns(F). - Roof freiMing (R) , Floor and roof framing (FR) , Signature: (�.-✓ Name (person subrnittingthis fop:T;): + Capacity heck applicable line): V Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECT-.[VE RED„ ROMAN ALPHANUMERIC PANTONE -DE: [GNAT16N.'OF"CONSTRUCTION (PMS)W;f:87 Wi .5 ;+ �.� ''` a` TYPE BASAD@ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2"MIN• REFLECTIVE WHITE . A,, 4 1/2" STROKE - -DES IGtSA-fib-N-FOi2'STRUCTVTlAL :_ :_'_:__ _.__. ----_ ---• ----- ---- :'J._ CrAN[E 9N,EV1$1TH°AT'�1ftE TRUSS CONSTRUCTION - -- "F" FLOOR FRAMING,,INCLUDING - - - -- GIRDERS AND aEAM6, "R" ROOF-FRAMING„ "FR" FT: rdlt Ap`it600`FRAi11116G ' TRU,%. -rDENmRc�n�ON.SSI 0omRJAN0=-1/UfTH 19 W.QRPx PART-.12�54 { CODES DIV•-I5lt7N -r----Y EW-LE-MlhSS IDEMF]CkflCN SIGN DATE03/08/2005 �;- NEW YORK STATE DEPARTMENT OF STATE `•,:1-.-- r-- DIVISION OF CODE ENFOIA'CEMENT AND ADMINISTRATION ;oF��urxteNra�st�t�: VVL ey 1(2,� CA�,� DD NOY 2 9 2016 BUILDING DEPT. TOWN OF SOUTHOLD i f� U, H TOWN OF SOUTHOLD PROPERTY RECORD CARD 7 6 -IS OWNER STREET -70 VILLAGE- DISTRICT SUB. LOT ER FOR ,OWNE� E N E ACREAGE S W TYPE OF BUILDING ILI RES. SEAS. VL. FARM comm. I IND. I CB. I misc. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS e�l &)- J 61, f- 10 C74 G e,-bdg _70 �32d In" to �vto ko mel)";4 3 2.� licov-o /5 IF5 I X B L4L 'Pl, WCQ�D�M1,3 NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Form Acre Value Per Acre Value FRONTAGE ON ROAD ;K I Tillable I BULKHEAD // 1-6112 -sem 11h2 Tillable 2 �o_cKL 17o -*Jrshol /P Tillable 3 Woodland g- pl,raoo IQ W 4)/ Swampland Brushland Ho"Ptof Total ,f}l{H+�r � �� vim'•,.�v f (s• � � v (r — . 1 �Qt--T�'-e"-'� ®;'b t•,�e';�.�T i� � C/Lfi4 j,./1/s/��'p •,� .,Yd. ,r i� _ ( ��\.,<P._. � _ f_+ �'"' ..:t•,`.a�' •^=^'�'Mtte3 _�5=• � '•V;?�=5,��;�� 1 >i:._;:: � r r_r',1. "z�< ;.�-� _�„ � I I �j ::ny»�ts,''' "`'.-?t'-•r':. �S .$..4 YVe`r";�:Y✓�.S- �i� .;r'."� pl'`� I C:1. � _ _ `gib,ys .c N..~r:tc. `.:.- __.r:':t,;�''. •.F •;-••I ?,��v'ti = .yN,"'?7'..M`;;{.t;`�rt�.<�.�x� ".J:.�..- :•"act.i":`•.'^."''w.:y?rC'..c+`':.s•-,;-;,t � 1 _ - -- _--<tiy+^� �y-+iii:r��'i:"a`rs. - ��+�'.�'r_ -,^^a;.' •:•'•<''- _ 7•-.�.. I I i t � I I ��'� ..::_-f'.��. _,_i�'�`__,.,+,;-'_''`'_e^rr-.!___ .':a-�`,-',•_•,,;•,- c.,'o tee;;��•- �� I I '�L:�.:J.L.��':'et�t:J�-• � ~•% K°: ,..=.i..rr :y',.:.. ..'yYv'. � I 70.-13-15 9/09Y I i S I I j I — ----- I I I i i I M. Bldg. f �_ F undation Bath J Extension Basement , Floors A iZ Extension i Ext. Walls ` Pfi f Interior Finish , Extension Fire place Lv,6 Heat C-14 � Porch Roof Type T� Porch Rooms 1 st Floor Breezeway Patio Rooms 2nd-Floor Garage Driveway Dormer O. B. SURVEY OF DESCRIBED PROPERTY SITUATED AT PINE NECK, SUFFOLK COUNw DEPARTMENT MEN a OF HEAUrm SERVICES Abandonment of existing sa�.Y]ita�l system7314€st be 1Ifl TOWN OF SD UTHOLD PERMIT FOR APPROVAL OF CO' a RSC a!®6'd f�®R e� C®17lfofi� ed%vith department requi etnert S9.°�a?�it SUFFOLK COUNTY, NEW YORK completed foa�i�hIVV as proof. SINGLE FAMILY REsIoCNCE ONLY S.C.T.M. NO. 1000-70-13-15 /� _ AREA = 15,000 SQ. FT. ®A�'�r�AY 2 2tf S•Rai•No. �C �� PINE 1�ECK ROAD ELEVATIONS ARE N.A.V.D. 1988 DATUM APPROVED GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND U77LMES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. �� Lt{�(Q�®� �E�R® THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ® ®�$gg ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE EXPIRES THREE YEARS FR®� ®ATE APIR01.1 _. ERECTION OF FENCES, RETAINING WALLS POOLS,I PATIOS, PLANTING AREAS ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY NOT SHOWN ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE L DUC47ION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL O NOT BE CONSIDERED A TRUE VALID COPY. a U.P. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCA77ONS FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMAPON OBTAINED FROM LAND NOW OR FORMERLY OF OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT PAULINE LUTER BE CERTIFIED. GROUND ELEVATION 17.4' DWELLING - PUBLIC WATER NO WELLS WITHIN 150' OF SUBJECT PARCEL I SH BROWN SILTY SAND N 83005'30"E 150.00' EL.17.B �' s O 'NOTE: ——— —————B' EL 18.o' colt. FE.-Ol' 6 y EXISTING SEPTIC TO BE ABANDONED 3.2 JV 4'PLASTTC FE. O 2 S r �. PUMPED, CLEANED, REMOVED AND 1.3E. �p , BACKFILLED WITH CLEAN SAND AND ca C w I o y GRAVEL AND TO BE INSPECTED BY 'OLE S.C.D.H.S. b c� SP PALE BROWN FINE SAND STC AIC UNIT *SEE NOTE EL.17.8' EL.I7.6' 52.,�, "NOTE. o O PROP. SEPTIC SYSTEM o b W EXP �� '.3 W I 1��,000 GAL. S.T. PROVIDE: b o 10 O PROP. O a � •, SEP77C coxc. O n 1-8'DL4. 12' DEEP L.P. c n SYSTEM -+y 1 _ ODP ROP. �J ROOM FOR 509 EXP. **SEE N077; CONC. # D o PORCH7'x24') 1" 17' O ST00 `a 19. — — O tzj � TEST HOLE y c OP. AGEOCIECE 2nd. x BY. MCDON DATE. 03/24/2015 01 .O (45.1' (PORCH) IFATER ENCOUNTERED 17.4'BELOW SURFACE FR.SHED 6 3 _ ON SLAB EL 17.0 4 EL.17.0' �`•�BLO�CK 1 co �k4 U.P. �ti 5.0' ILI FIREPLACE v WIRES .6 ' o �C . DRIAYNP I �• a Cep `o FE.Co�r. ` ' L ELI 0.8)V �j FE.CO�t. FE.CO#t. EL 14.B PatnTa a.z i b 0.149. 8'PLASTTC FE. 0.8 S. 0.3 S. WAU 9 v I MON. 7b 4 C.L.F. o s sa s WALL 0.4 N. FD. � " �i 0.3 ss S 83 05 30 W 150.oo MON PAT T SECCAF/CO ' o� 2, E. r t� r LAND NOW OR ORMERLY OF ,,, I ,, ► KATHLEEN AND KEITH CROPPER w m PROFESSIONAL LAND SURVEYOR, P.0 DWELLING — PUBLIC WATER — SUCCESSOR TO — b o DONALD TASE, L.S. RICHARD WILHELM AND AssoclATEs LL NORTHSTAR SURVEYING, P.C. �4 ,�0 r y� PAUL T. CANALIZO, L.S., ROBERT A. KART, M _ �.�@' �C. ECCq 'Q`� GOOD GROUND SURVEYORS, P.C. v : 328A Main Street Hampton Atrium Unit D-4 o Center Moriches, NY 11934 186 W. Montauk Highway ►r. Ham ton Bays, NY 11946 Phone: (631) 878-0120 Phone: 631 728-5330 r ?. Fax: (631) 878-7190 Fax: �631� 728-6707 PSECCAFICOOOPTONLINE.NET 04 291 N.Y.S. LIC. NO. 049287 LAN S� COPYRIGHT — 2015 PAT T. SECCAFICO P.L.S., P.C. FILE NO. T61047 SCALE: 1" = 30' DATE: 03/31/2015 - � EIVED SURVEY OF DESCRIBED PROPERTY SITUATED AT MAR ® 7 2016 PINE NECK, TONN OF SOUTHOLD SUFF.CO.HEALTH SERVICES SUFFOLK COUNTY, NEW YORK - 720%= PINE ®�WAST�V TER dCT. S.C.T.M. NO. 1000-70-13-15 AREA = 15,000 SQ. FT. PINE NUCK ROAD ELEVATIONS ARE N.A.V.D. 1988 DATUM GUARANTEES OR CER711`1047lONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND US& THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT _ OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN O ARE NOT GUARANTEED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP O NOT BE4RING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL B2 NOT BE CONSIDERED A TRUE VAUD COPY. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOC47IONS AND DIMENSIONS CANNOT BE CERTIFIED. LAND NOW OR FORMERLY OF PAEMM LUM N 83005'30"E 150.00' �, N EL18.0' FR.COEL17.8 � � �O W Ii. F��.CO(t. M 3.2 N 4'PLAS7IC FE. 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SECCAFICO y 0 S'4_ a� LAND NOW OR RMERLY OF e" 1- -dam- - Q KATHLEEN AND liil7H CROPPE6. m o PROFESSIONAL LAND SURVEYOR, P.C. \� ® _ _ I i — SUCCESSOR L.S.- 4 � I ` DONALD TASE, L. s r RICHARD WILHELM AND Assoctao 53 NORTHSTAR SURVEYING, P.C. PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. CS' y 328A Main Street Hampton Atrium Unit D-4 to o Center Moriches, NY 11934 186 W. Montauk Highway Hampton Bays, NY 11946 Phone: (631) 878-0120 Phone: 631 728-5330 Fax. (631) 878-7190 Fax: �631� 728-6707 PSECCAFICO®OPTONLINE NET UPDATE: 02/19/2016 (FINAL)) N.Y.S. LIC. NO. 049287 REVISED: 11/05/2015 (ADDED NEW SEPTIC ONLY) COPYRIGHT — 2016 PAT T. SECCAFICO P.L.S., P.C. FILE NO. T61047 SCALE: 1" = 30' DATE: 03/31/2015 tr REScheck Software ware VersE®n 4®5o0 Compliance Certificate Project Proposed Second Story Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Piraino Residence Mr.&Mrs Piraino John Van Veisor 670 N. Bayview Rd. 670 N.Bayview Rd. John R.Van Velsor,Architect, P.C. Southold, NY 11971 Southold,NY 11971 74 Josephine Drive Wading River, NY 11792 631 929 5789 jvanvelsor@optonline.net Compliance: 1.3%Better Than Code Maximum UA: 154 Your UA: 152 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies a o a Ceiling 1: Flat Ceiling or Scissor Truss 11059 19.0 11.0 0.032 34 r Ceiling 2:Cathedral Ceiling 21 19.0 0.0 0.052 1 Wall 1:Wood Frame, 16" o.c. 1,072 13.0 0.0 0.082 78 Window 1:Vinyl Frame:Double Pane with Low-E 117 0.320 37 Floor 1:All-Wood J oist/Truss:Over Outside Air 40 19.0 0.0 0.047 2 Compliance Statement. The proposed building design described her is consistent 'th the building plans, specifications, and other calculations submitted with the permit application.The proposed b ding has een signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck io .5.0 and o com ly w' the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Si ture Date John R.Van Vel or, Architect, RC. v � l� 74Josephine Drive ��� � N Wading River, NY 11792 ti 91 Project Title: Proposed Second Story Addition Report date: 08/06/1 Data filename: C:\Users�ohn\Documents\REScheck\1408 Piraino.rck Pagel of 7 REScheck Software Version 4©500 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section li Plans Verified Field Verified ReID Pre-Inspection/Plan Review Value I Value Complies? Comments/Assumptions q� 103.2 Construction drawings and ❑Complies [PRl]l documentation sufficiently ❑Does Not r demonstrates energy code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and = '❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code ltiV compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable -serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J orCooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: i 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Second Story Addition Report date: 0810611 Data filename: C:\UseisNohn\Documents\REScheck\1408 Piraino.rck Page 2 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies [FOl,1]2- protection. [—]Does Not J ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [F012]2 , ❑Does Not ;? ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: , 1 High Impact crier 1) 2� Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Second Story Addition Report date: 08/06/1 Data filename: C:\UsersVohn\Documents\REScheck\1408 Piraino.rck Page 3 of 7" Section Plans Verified Field Verified t Framing/Rough-In Inspection value Value Complies? Comments/Assumptions & Rei ' _ 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is,listed and labeled as meeting -[]Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not it and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies [FR12]1 insulated to R-8.All other ducts R- R- ❑Does Not in unconditioned spaces or outside the building envelope are ❑Not Observable irisulated to R-6.Not applicable if ❑Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not 1A:P building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- ( R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not ti� below 55 sF are insulated to R-3. [-]Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not' ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 •installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable „ •❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Second Story Addition Report date: 08/06/1 Data filename: C:\Users\ohn\Documents\REScheck\1408 Piraino.rck Page 4 of 7 201'0 Newl, York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ❑Complies [IN13]2 installed R-values provided. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Second Story Addition Report date: 08/06/1 Data filename: C:\Users�ohn\Documents\REScheck\1408 Piraino.rck Page 5 of 7 Section Plans Verified Field Verified Complies? Comments/Assumptions "# Final Inspection Provisions Value Value p & ke .1D 402.4.2, Building envelope tightness ACH 50= ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This ❑Not Observable ti requirement may instead be met ❑Not Applicable via visual inspection,in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [F18]2 gasketed doors and outdoor E]Does Not combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Duct tightness via post- cfm cfm ❑Complies [F14]1 construction with maximum ❑Does Not x> -leakage of 8 cfm to outdoors,or [:]Not Observable 12 cfm across systems.,For ❑Not Applicable rough-in tests,verification may need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handier. 403.1.1 - :Programmable thermostats ❑Complies [FI9]2 • installed on forced air furnaces. []Does Not s ❑Not Observable []Not Applicable 403:1.2 Heat pump thermostat installed ❑Complies [F110]2 'on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 -Circulating service hot water ❑Complies [Flll]21 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable []Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not s> ° ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not "❑Not Observable []Not Applicable 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 sF are insulated to R-12. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. , , - ❑Complies [F17]2 -❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating .❑Does Not equipment have been provided. -'❑Not Observable _ '[]Not Applicable Additional Comments/Assumptions- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Report date: 08/06/1 ProjeCtTitle: Proposed Second Story Addition Page 6 of 7 Data filename: C:\Users�ohn\Documents\REScheck\1408 Piraino.rck �I I i High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Second Story Addition Report date: 08/06/1 Data filename: C:\UsersNjohn\Documents\REScheck\1408 Piraino.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Ehergay Effic'�'ency Certs '9'c a t e Wall 13.00 Floor 19.00 Ceiling Roof 30.00 Ductwork(unconditioned spaces): Window 0.32 Door Heating System: Cooling System: Water Heater: Name: Date: Comments N.Y.S. BUILDING CODE REFERENCES GENERAL NOTES: MECHANICAL NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) ALL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF 1. ALL MECHANICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR THE FOLLOWING CODE SECTIONS ARE PROVIDED FOR NEW YORK STATE, THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE, PART V - CHAPTERS 12 THROUGH 24 OF,THE NEW YORK STATE UNDERLAY- REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE SNOW DESIGN FROST LINE DESIGN FLOOD FREEZING AND ALL LOCAL CODES AND ORDINANCES. RESIDENTIAL CODE AND SHALL BE PERFORMED BY LICENSED CONTRACTORS. WEATHERING TERMITE DECAY MENT FOR COMPLYING WITH ALL APPLICABLE CODE SECTIONS OF THE LOAD CATEGORY DEPTH HAZARDS RESIDENTIAL CODE H NEW YORK STATIC AND ALL LOCAL ORDINANCES. CONSTRUCTION SHALL CONFORM W/ THE AMERICAN FOREST & PAPER ASSOC. TEMP REQUIRED INDEX (AF&PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE & TWO FAMILY 2. MECHANICAL CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND MODERATE TO SLIGHT TO AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL SYSTEMS 25 PSF 120 MPH C SEVERE 3 FT. HEAVY MODERATE 11 DWELLINGS. 2001 HIGH WIND EDITION (CHAPTER 3 - PERSCRIPTIVE METHOD) YES NO N/A GLAZING- 8308 AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. 3 SEC. GUST EXCEPT AS INDICATED IN SECTION R308.1, EACH PANE OF MECHANICAL SYSTEMS SHALL COMPLY WITH PARTS V & VI OF THE N.Y.S. z GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN RESIDENTIAL CODE. 0 in Q � SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S PLUMBING WORK SHALL COMPLY WITH PART Vii - PLUMBING OF THE N.Y.S. D ESI GN LOAD CRITERIA D ESI GN CRITERIA a >Y OR INSTALLER'S LABEL, DESIGNATING THE TYPE AND THICKNESS RESIDENTIAL CODE. � }w� OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT ~ >_ COMPLIES, WHICH IS VISABLE IN THE FINAL INSTALLATION. THE ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. FLOORS - LIVE LOAD: 40 PSF / DEAD LOAD: 10 PSF BASIC WIND SPEED = 120 MPH o o LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, RESIDENTIAL CODE. PLUMBINGNOTES FLOORS - LIVE LOAD ( SLEEPING AREAS):30 PSF / DEAD LOAD: 10 PSF GROUND SNOW LOAD = 25 P.S.F. _ of 60 Z EMBOSSED MARKED, OR SHALL BE OF TYPE WHICH ONCE ALL CONTRACTORS SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND 1. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ROOF - LIVE LOAD: 20 PSF / DEAD LOAD: 10 PSF TERMITE INFESTATION = MODERATE TO HEAVY w .-� m oz w w APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. PART VII CHAPTERS 25 THROUGH 32 OF THE: RESIDENTIAL CODE OF NEW YORK STATE AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL GROUND SNOW LOAD = 25 P.S.F. DECAY PROBABILITY = SLIGHT TO MODERATE F--I �Q AND SHALL BE PERFORMED BY LICENSED PLUMBERS. CONCRETE CLASSIFICATION - SEVERE x r` SYSTEMS AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. w O Z w w o(wn HUMAN IMPACT LOADS - R308.3 r INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS (TABLE R301.7) EXPOSURE CATEGORY - EXPOSURE B Q Q a LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS 2. SANITARY WASTE PIPING SHALL BE PVC SCHEDULE 40. SHALL PASS THE TEST REQUIREMENTS OF CPSC 16CFR, PART 1201. AT THE JOB SITE AND SHALL ADVISE ARCHITECT IN WRITING OF ANY RAFTERS: L/180 !j-I ►7' z o r w GLAZING SHALL COMPLY WITH THE CPSC 16CFR, PART 1201 CRITERIA DISCREPANCIES PRIOR TO START OF WORK. 3. DOMESTIC WATER PIPING SHALL BE COPPER "TYPE "L". INTERIOR WALLS AND PARTITIONS: H/180 �+ Q a Q N z m FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3. 4. PLUMBING CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND FLOORS AND PLASTERED CEILINGS: L/360 ., r V p -' AND DOCUMENTATION AS REQUIRED BY THE (LOCAL BUILDING DEPT. THAT ALL SYSTEMS w F >_C)3 ARCHITECT HAS NOT BEEN RETAINED FOR NOR IS RESPONSIBLE FOR ALL OTHER STRUCTURAL MEMBERS: L/240 LEGENDuj EMERGENCY ESCAPE AND RESCUE OPENINGS - R310 JOB SUPERVISION OR INSPECTION OF WORK. AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. BASEMENT WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES: L/120 O cw„Q N I- HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE EXISTING PARTITION TO REMAIN 0 x+ ^ w wo�ow OPENING. WHERE EMERGENCY ESCAPE /AND RESCUE OPENINGS ARE THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION ELECTRICAL NOTES: O c.3 oz 2 PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN UNLESS SIGNED AND SEALED BY THIS ARCHITECT. CHANGES, W v� 44 INCHES ABOVE THE FLOOR. ALTERATIONS, REVISIONS OR REUSE OF THESE DRAWINGS 1. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH NEW PARTITION W a w a Q z WITHOUT THE WRITTEN APPROVAL OF THIS ARCHITECT, PART VIII - CHAPTERS 33 THROUGH 42 OF 'THE NEW YORK STATE A 7i - > > U Jo- MINIMUM OPENING AREA - R310.1.1 VOIDS SIGNATURE AND SEAL OF SAME. RESIDENTIAL CODE AND SHALL BE PERFORMED BY LICENSED CONTRACTORS. tiDBREV1tiTIONS r - = EXISTING PARTITION TO BE REMOVED �, W z N 1 YZ Q Q ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS CALCULATIONS AND BP BEARING PARTITION CONC. FOUNDATION WALL '� Z J MIN. NET CLEAR OPENING OF 5.7 SQUARE FEET. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS (EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR AND DOCUMENTATION AS REQUIRED BY THE (LOCAL BUILDING DEPT. THAT ALL SYSTEMS CL CLOSET Q� H ~' z< z OPENING OF 5 SQUARE FEET.) LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. CO CLEANOUT DUPLEX OUTLET w SMALLER SCALE DRAWINGS. CONC CONCRETE Q o�- < DUPLEX OUTLET W/ w N z MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 D DRYER G.F.I. �,% w o CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3. ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. GROUND FAULT INTERRUPT F-y � �w m w MINIMUM NET CLEAR OPENING WIDTH SMALL BE 20" AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST RESIDENTIAL CODE AND ITS REFERENCED STANDARD NFPA 70-99. DW DISH WASHER z>> FAI FRESH AIR INTAKE , $ WALL SWITCH (DIMMER) Q z U DAMAGE BREAKAGE, COLLAPES DISTORTION AND MISALIGNMENT GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 � o EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERABLE ACCORDING TO THE APPLICABLE CODES, STANDARDS AND GOOD L LAVATORY 3-WAY WALL SWITCH DIMMER m>� FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE ALARMS IN ACCORDANCE $ (DIMMER) PRACTICE. WITH SECTION R313 OF THE 2010 N.Y.S. RESIDENTIAL CODE MS MARBLE SADDLE s STAIRS - R311.5 NIC NOT IN CONTRACT OVERHEAD LIGHT FIXTURE O z w STAIRS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY AND NTS NOT TO SCALE z I- WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL REQUIRED FLASHING AND CAULKING FOR A COMPLETELY WATERPROOF P/C POURED CONCRETE `Y c PULL CHAIN & LIGHT o HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. JOB IN ACCORDANCE WITH PROPER STANDARDS OF GOOD WORKMANSHIP. REF REFRIGERATOR HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES FLASHING SHALL COMPLY WITH SECT. 703.8, 903 &R905.2.8. R&S ROD & SHELF Q SMOKE DETECTOR ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WINDOW FLASHING SHALL CONFORM WITH ASTM E2112 STANDARDS. R.V. ROOF VENT WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL S SINK O CARBON MONOXIDE DETECTOR REVISIONS HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE CONTRACTOR SHALL PATCH ALL DAMAGED AND DISTURBED SURFACES FRAMING NOTES: T&S TUB & SHOWER LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED TO MATCH EXISTING ADJACENT SURFACES. V.I.F. CONTRACTOR TO VERIFY IN FIELD FL FLUORESCENT LIGHT FIXTURE ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE CONTRACTOR SHALL ASCERTAIN STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURAL LUMBER SHALL BE DOUGLAS FIR --LARCH NO.2 GRADE WITH WC WATER CLOSET PROVIDED ON BOTH SIDES. CONDITIONS PRIOR TO PLACING ADDITIONAL LOADS ON SAME. MIN. BENDING STRESS OF 850 PSI. SPECIES HAVING KNOTS AFFECTING WD WOOD O HIGH HAT TREADS AND RISERS - R311.5.3 OAK FLOOR SHALL BE INSTALLED PERPENDICULAR TO FLOOR JOISTS. STRENGTH SHALL NOT BE USED. ALL LUMBER SHALL BEAR GRADING MARKINGS WO WALL OVEN THE MAX. RISER HEIGHT SHALL BE 8-1/4" AND THE MIN. ALL HEADERS SHALL BE (2) 2X10 UNLESS OTHERWISE NOTED W WASHER TELEPHONE JACK TREAD DEPTH SHALL BE 9". THE RISER HEIGHT SHALL BE XHCI EXTRA HEAVY CAST IRON © CABLE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PAIRTITIONS AND AROUND ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED CONCRETE NOTES: ALL OPENINGS. HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FLOOD LIGHT FOREMOST PROJECTION OF ADJACENT TREADS AND AT A ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED SOIL HAVING A PROVIDE FIRE BLOCKING, BRIDGING, AND BRACING AS REQUIRED BY CODE. FL RIGHT ANGLE TO THE TREADS LEADING EDGE. THE WALKING MINIMUM BEARING CAPACITY OF 2000 LBS. PER SQ. FT. SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL WOOD FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON I HOSE FROST FREE HOSE BIBS BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL TO WHERE SLABS ARE,SUPPORTED ON FILL, THE FILL SHALL BE COMPACTED STRONG-TIE CO., INC. CAT. NO. AS INDICATED ON DRAWINGS �BIBB 48 UNITS HORIZONTAL (2 PERCENT SLOPE). THE GREATEST IN 8" LIFTS, TO ACHIEVE 98% COMPACTION. 4-17-15: DEN CHANGED TO DINING RM. RISER HEIGHT WITHIN A FLIGHT OF STAIRS SHALL NOT EXCEED INSTALL PREMOLDED EXPANSION JOINTS AROUND PERIMETER OF SLABS AND THE SMALLEST BY MORE THAN 3/8". THE GREATEST TREAD AT COLUMN LOCATIONS. JOINT MATERIAL SHALL HAVE INSULATION VALUE LAMINATED VENEER LUMBER (LVL) SHALL HAVE .A MIN. BENDING STRESS DEPTR WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED OF R-5 FOR BUILDING CONSTRUCTION. OF Fb 2850 PSI AS MANUFACTURED BY GEORGIAk PACIFIC. d , .,AI THE SMALLEST BY MORE THAN 3/8". CONCRETE SHALL BE TRANSIT MIXED, CRUSHED STONE AGGREGATE AND WOOD IN CONTACT W/ CONCRETE, GRADE AND IDECK LUMBER INCLUDING GIRDERS, POSTS, JOISTS, HEADROOM - R311.5.2 SHALL DEVELOP-30 MIN. SPECIFIED COMPRESSIVE STRENGTHS 028 DAYS RAILS AND DECKING SHALL BE 0.40 pcf ACQ TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF 100.00' THE MIN. HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL AS PER CHAPTER 4 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND APPROVED TESTING AGENCY IN ACCORDANCE WIITH SEC. R320.1 OF THE BUILDING CODE - - - - - - - - ANOT BE LESS THAN 6 FEET, 8 INCHE'S MEASURED VERTICALLY AS LISTED BELOW. MAXIMUM SLUMP SHALL BE 5 PIP ". ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND / OR STAINLESS STEEL FROM THE SLOPED PLANE ADJJOINING THE TREAD NOSING OR MINIMUM SPECIFIED COMPRESSIVE STREGTH - TABLE R402.2 (SEVERE) FLASHING SHALL BE COPPER-TEX FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER: 3000 PSI NOTCHING AND BORING I I,.' OTE" HANDRAILS - R311.5.6 PLUMBER CFRTIFI�ATION TRUSS PLACARDING REQUIRE HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF PORCHES, CARPORT SLABS AND STEPS EXPOSED TO WEATHER, RAFTERS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN RAFTERS SHALL NOT BE I ON LEADG&N, L:NTIBEFORE DATE: 5 a.P. Jam- EACH STAIRWAY WITTi TWO' OR MORE RISERS. HANDRAIL HEIGHT, AND GARAGE FLOOR SLABS: 3500 PSI (AIR ENTRAINED) CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER; SPAN. NOTCHES IN THE OUTER THIRDS OF CERTIFICATE,OF OC UPANCY c'� z FE%IFY � � BY: MEASURED ABOVE THE STAIR TREAD NOSINGS, SHALL BE NOT ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE RAFTER DEPTH. WHERE NOTCHES ARE Z LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. ALL LESS THAN 5% OR MORE THAN 7%. MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE RAFTER DEPTH. HOLES SOLDER USED IN NA TER NO BUILDING DEPARTMENT T O REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH ARE LIMITED IN DIAMETER TO ONE-THIRD THE RAFTER DEPTH AND THE EDGE OF THE HOLE OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER USE A615 GRADE 60 REINFORCEMENT BARS. CONCRETE SUBJECT TO SUPPLY SYSTER" ;�!-� r). FO 1802 8 IN TO 4 PM FOR 1 OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER WEATHERING SHALL BE AIR ENTRAINED PER CODE. SHALL NOT BE CLOSER THAN 2 INCHES TO THE: TOP OR BOTTOM EDGES. . INSPECTIONS: �XCF,�P�1®Q,� ��.� �► FOLLOWING INS � �- 1 OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE LOAD BEARING WALLS (INTERIOR & EXTERIOR) - NOTCHES IN EITHER EDGE OF STUDS SHALL ( �` ` 1. FOUNDATION - TWO REQUIRE ) v 1N NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH A.S.T.M. A615 GRADE NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER I - i FOR POURED CONCRETE TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" 60 DEFORMED. „_ .v r..__ 2ROUGH - FRAMING & PLUMBII THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. BORED HOLES . BETWEEN THE WALL AND THE HANDRAIL. MINIMUM LAP OF #4 REINFORCING BARS SHALL BE 20" AND FOR #5 BARS - 26". SHALL NOT EXCEED 40% OF THE STUD DEPTH AND SHALL NOT BE CLOSER THAN 5/8 IN. TO 3. INSULATION w GUARDS - R312 THE EDGE. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. 4. FINAL - CONSTRUCTION MUS PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED PLUMBING BE COMPLETE FOR C.O. Cj MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL STAIRS HANDRAILS &GUARDS FLOOR JOISTS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN JOISTS SHALL NOT BE ALL PLUMBIN WASTE ALL CONSTRUCTION SHALL ME .7 THE HAVE GUARDS NOT LESS THAN 36 IN HEIGHT. OPEN SIDES OF CUT IN THE MIDDLE ONE-THIRD OF THE JOIST SPAN. NOTCHES IN THE OUTER THIRD OF &WATER LIN NEED REQUIREMENTS OF THE CODES = EW STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE JOIST DEPTH. WHERE NOTCHES ARE o I TESTING BEFOREI ROVERING YORK STATE. NOT RESPONSIBL OR C) FLOOR OR GRADE BELOW SHALL HAVE A GUARD NOT LESS STAIRS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE JOIST DEPTH. HOLES ,0 I 2ND FL OVERHANG 1'-0" I DESIGN OR CONSTRUCTION ER ' F"' •-� THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE RESIDENTIAL CODE OF NEW YORK. ARE LIMITED IN DIAMETER TO ONE-THIRD THE.JIOIST DEPTH AND THE EDGE OF THE HOLE HANDRAILS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 RS. - - nI OF THE TREADS. SHALL NOT BE CLOSER THAN 2 INCHES TO THE:-TOP OR BOTTOM EDGES OF THE JOIST. 40-3 _ - Q II��''��11 OF THE RESIDENTIAL CODE OF NEW YORK. t �vF� REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED JOISTS SHALL BEAR DIRECTLY ON BEAMS, GIRDERS LEDGERS OR LOADBEARING WALLS G ��� OCCUPANCY' OR FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE GUARDS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-312 OR BE SUPPORTED BY HANGERS OR FRAMING ANCHORS. JOIST BEARING SHALL NOT BE �6� '' INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO OF THE RESIDENTIAL CODE OF NEW YORK. LESS THAN 1-1/2 INCHES ON WOOD OR METAL OR 3 NICHES ON MASONRY. BEAMS PROPOSED �) ���� �CO G R�'`�`� �J USE IS UNLAWFUL Q �� NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER. FAND GIRDERS OUNDATIONS.SHALL BEAR ON LOADBEARING WALLS, PILES, OR CONCRETE OR MASONRY I N SECONDADDITION N Pq�'SUP�gWN WITHOUT CERTIFI ►TE ~' o FIREBLOCKING - R602.8 ��m�i� I qv INE Q FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED �Y11�LOws RESTRAINT AGAINST TWISTING SHALL BE PROVIDED AT THE END OF EACH JOIST BY I OF OCCUPANCY a DRAFT OPENINGS (BOTH VERTICALLY & HORIZONTALLY) AND TO WINDOWS SHALL BE ANDERSEN SERIES 400 THERMO-PANE LOW E FASTENING TO RIM, BAND JOIST, HEADRER, OR (OTHER MEMBER OR BY USING FULL- C) Z FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND HEIGHT BLOCKING BETWEEN FLOOR JOISTS ENDS.. FASTENERS FOR END RESTRAINT BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING INSULATED GLASS. CAT. # AS INDICATED ON DRAWINGS. SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 3.1 (NAILING SCHEDULE) 16.3' SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS o PROPOSED PORCH a FOLLOWING LOCATIONS: RECOMMENDATIONS AND FLASHED IN ACCORDANCE WITH ASTM E 2112 STANDARDS.. BRIDGING - WHERE THE NOMINAL DEPTH-TO-THICKNESS RATIO OF A JOIST 24.0' C0 ' '� '�r�i`I`4-I i i-% CODES OF IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, EXCEEDS 6, BRIDGING SHALL BE INSTALLED BETWEEN JOISTS AT 8 FOOT INTERVALS. I MEW YOR iK STATE LE & TOWN CODES INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER S REQUIRED - s LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL AND SHALL BE FASTENED IN ACCORDANCE WITH THE NAILING SCHEDULE. I i ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED LUMBER SHALL BE LOCATED DIRECTLY OVER STUDS WHEN USED IN CANTILEVER USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. CONDITIONS SUPPORTING LOADBEARING WALLS. THIS �Q D TRIMMERS AND HEADERS SHALL BE DOUBLED WHEN THE HEADER SPAN EXCEEDS ui � , S AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL HEET TITLE AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP 4 FEET. HEADERS MORE THAN 6 FEET IN LENGTH SHALL BE SUPPORTED BY fv.Y.S.QU JOIST HANGERS OR FRAMING ANCHORS UNLESS THEY BEAR ON A PARTITION, BEAM, I '�"- "'"""" EC CEILINGS AND COVE CEILINGS. OR WALL. TAIL JOISTS WHICH EXCEED 12 FEET IN LENGTH SHALL BE SUPPORTED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE ON FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2X2 INCHES. I I GENERAL NOTES TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER NAILING REQUIREMENTS SHALL BE AS PER NAILIING SCHEDULE. - - THE STAIRS SHALL COMPLY WITH SECTION R314.8. (UNDER CORNERS - A MINIMUM OF FOUR STUDS SHALL BE PROVIDED AT EACH CORNER - - - - - - NOTES STAIR PROTECTION) IN AN EXTERIOR WALL. 100.00' NORTH BAYVIEW ROAD 654' SCHEDULES AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. PLOTPLAN FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES, REFER TO °` °" � ~ SECTION R1001.16 ACCEPTABLE MATERIALS FOR FIREBLOCKING SHALL BE IN ACCORDANCE WITH SECTION R602.1. ROOF COVERINGS - R905 AREA CALCULATIONS: ICE PROTECTION - R905.2.7.1PLOT PLAN PROVIDE AN ICE BARRIER CONSISTING OF 2 LAYERS OF UNDERLAYMENT EXISTING FIRST FLOOR: 1060 S.F. CEMENTED TOGETHER OR SELF-ADHERING POLYMER MODIFIED ' BITUMEN SHEET IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM PROPOSED SECOND FLOOR: 1 ,100 S.F. SCALE: 1 =20 gE �1Rc� DATE: THE EAVE'S EDGE TO A POINT A LEAST 24' INSIDE THE EXTERIOR PROPOSED PORCH: 168 S.F. AUGUST 7, 2014 �J WALL LINE OF THE BUILDING. TOTAL AREA (LOT): 15,000 S.F. REFER TO SURVEY PREPARED BY: P ��o �� PROJECT NO. STANLEY J. . ISAKSEN, JR L.S. r' `�* " * 1408 BEDROOM TABULATION: DATED: DECEMBER 11, 2006 FOR ADDITIONAL INFORMATION SHEET NO. OF EXISTING BEDROOMS - 2 � p Zo � TAX MAP N0. 1000 - 070 - 13 - 015 Jn0 1 OF 6 TOTAL PROPOSED BEDROOMS - 3 _._--- , PT ij"xv V W F- v Z a ^ W O N F+i O LnY> W 0' m V 003 Q J 40'-4" w af(nZO Z W W 0 E "I rn .QED —— —— Z MTI 00 - - -- af Oo M�-� W wwwoo - - -- O N V > O dN1 W QQNa- WO 01 Z z0r, —— —— B w A BATH B �i Q i--{ a a"Zm r, z w 0=0 J D LINE OF SECOND FL. ABOVE (EXISTING) ., W 0 5 m 0� r - --- - --- --- - - - - - - F_LLJ Exlsr.w- --- - -- -- -- -- -- - - - --- - -- -- - - w EXIST. WNDW EXIST. WNDW EXIST. WNDW �C w N TO REMAIN TO REMAIN TO REMAIN TO REMAIN O LQ 0 w j p w ® ® ® Z DRSTO T. ® x a/ rx o W O cUD O z .2 K REMAIN a F=xo � - w 0 M� z OUO— zO � QQ Z O 00 U lln ifl o cn - 101 3 ti Z Q it Z STOVE Z: - 7) (3 KITCHEN z �L-+, a I ? EXIST. �w N " (EXISTING) STUDY I W Q Wwaf N z Q �' '- (EXIST.) O cn`Y FORMERLY �-� a/ Q' Q w w ww F- o N "a o x BEDRM N0. 2 Xo `) ``' BASEMENT w w F- _j z O REMOVE EXIST. w ,w `" 3'X3'X12"D BOILER 11'-2" 10'-1" M /> CROS FRAME & O w z w 3-1/2" DIA. STD. CONC. FTG. W/ EXIST. // BP ~' F-o F- STL .PIPE COL. 5 ARS 6" O.C. (EXIST.) O // 0 o UNDER POST ABOVE F _ (3)1.75 X 14" LVL (FLUSH) Ti- 1 X 14" LVL {FLUSH) :1 `� 3 DIA. STD. _ _ REVISIONS STL. PIPE COL. (BOXED) (2)2X10 HDR. co c° a - - N N N CU H.W. HTR 3 O w EXIST. - - (EXIST.) CO a STAIRS TO ���y BP - - 0wI BASEMENT — — L U) � LIVING RM. REMOVE EXIST. w� (EXISTING) DR & FRAME & X N 0 CLOS. 3 v PROPOSED - zZ 0 N w STAIRS TO DMGRM. cD 3w NNI SECOND FL. FORMERLY N� PER CODE BEDRM N0. 1 xo D_ 21'-3" 4-17-15: DEN CHANGED TO DINING RM. F.O. TANK O a_ 't 0 14'-4"(EXIST.) I O (2)2X12 HDR. (2)2X12 HDR. I \ 2X10 LEDGER BD. LAG BOLT TO ® U EXIST. WNDWS TO REMAIN DRSTO A5 EXIST. WNDWS TO REMAIN STRUCTURE SEE DECK LEDGER DETAIL DWG. I o o ci REMAIN I I HDU4 HOLDOWN (TYP.) _ U) �_ PROPOSED PORCH B �HDU4LDOWN (TYP.) I ( FIRST TO FND. 01 0 DECKING AS SELECTED FIRST TO FND. I o I SEE DETAIL DWG. A2 i� o � BY OWNER SEE DETAIL DWG. A2to 2 Z 1N 2 I N N 4X4 POST DN Q (2) 2X10 GIRDER ( E—+ W (2) 2X10 HDR. D LINE OF PORCH ABOVE 4X4 POST ON RAIL PER CODE WD STEPS ON W ~j 12" DIA X 3'D 4" CONC. PAD 5'-9" 5'-9" 5'-9" CONC. PIER W/ Aa EPB44A CONN FROM PIER TO POST. F--I 23'-0" oil 0 PROPOSED PORCH 24'-0" [� P R O P O S E D P 0 R C H Q 400-4j# 40'-4" con � O � x O Z � a 0 O BASEMENT PLAN - EXISTING SCALE: 1 /4" = 1 '—O" FIRST FLOOR PLAN - EXISTING m SHEET TITLE ® SCALE: 1 /419 0 BASEMENT PLAN FIRST FLOOR PLAN WOOD IN CONTACT W/ GRADE AND DECK LUMBER INCLUDING GIRDERS, POSTS, JOISTS, • RAILS AND DECKING SHALL BE A.C.Q. TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF `' • ' APPROVED TESTING AGENCY 1N ACCORDANCE WITH SEC. R320 OF THE BUILDING CODE HDU4E SDS3 ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND / OR STAINLESS STEEL. FLASHING SHALL BE COPPER-TEX SST816 ANCHOR BOLT 3 STUDS PER CORNER DETAIL AT HOLDOWN C,U DATE: N.T.S. AUGUST 7, 2014 vA PROJECT NO. * 1408 .wz I SHEET NO. OF 01?2��p`w 2 OF 6 A2 OF 1 � 40'-4" WOOD CONSTRUCTION NAILING SCHEDULE CHAPTER 3 FRAME P RSCRIPTIVE METHOD L 2001 HIGH WIND EDITION JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 14 -1 13 -3 6 -0 '� » R 0 0 F F R A M I N G 6 -11 RAFTER TO TOP PLATE 3 — 8d per rafter CEILING JOISTS TO TOP PLATE (TOE—NAILED) 3 — 8d per joist CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) 7 — 16d each lap ( Ak B LINE OF WALL BELOW (EXIST.) CEILING JOIST LAPS OVER PARTITION (FACE—NAILED) 7 — 16d each lap W COLLAR TIE TO RAFTER (FACE—NAILED) 4 — 10d per tie rr ll w 3446 BLOCKING TO RAFTER (TOE—NAILED) 2-8d each end V z 20210 20210 RIM BOARD TO RAFTER (END NAILED) 2-16d each end a o 2 cn -- -- -- -- - -- ---- - ----- - - 5;Y - -- 3'-1N Woo „ I 1 /VTC } WALL FRAMING U CL ( ) per foot W a o W o 7'-0" 7'-5" TOP PLATE TO TOP PLATE FACE-NAILED 2-16d 9'-7" (2)2'0 - " TOP PLATE AT INTERSECTIONS (FACE—NAILED) 4-16d joists — each side H _0 z:o i` I CLOSET STUD TO STUD (FACE—NAILED) 2-16d 24" o.c. I CLOSET I BATH } rBATH HEADTER TO HEADRER (FACE—NAILED) 16d 16" o.c. along edges x W E"' of O UO U rr ll 100I z z O o TOP OR BOTTOM PLATE TO STUD (END—NAILED) 2-16d per 2x4 stud V O o, Q Q o O I I > O O > _ w 3-16d per 2x6 stud z 0 r-W I CO BEDRM NO. 3 4-16d per 2x8 stud P4 ^� � Q N Z m M i i L.C. 'n L.C. I I 71) BOTTOM PLATE TO FLOOR JT'S, BAND JT'S, END JT'S 2-16d per foot Q v p � OR BLOCKING (FACE—NAILED) j w 2'6 22 20 w � Fsi P. Wocncn 2'2CD A FLOOR FRAMING O w Nzow BP t2'6 6'-5 ; 10 -11 JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAIL) 4-8d per joist px.., O m 0 0X0 BRIDGING TO JOIST (TOE—NAILED) 2-8d each end w w 0 f-U O z O M x N BLOCKING TO JOIST (TOE—NAIL 2-8d 2-8d each end W Z ,� w a Q U_ I N BLOCKING TO SILL OR TOP PLATE (TOE—NAILED) 3-16d each block > p W � z O Z)'—O— � 0 ' w LEDGER STRIP TO BEAM (FACE—NAILED) 3-16d each joist � x � Z)00- (0 S 2 6 O JOIST ON LEDGER TO BEAMOf LLJ 2 X 12 RIDGE BD. ❑ N14- (END-NAILED) 3-16d ILED) 3—$6d per joist Z d- ,wa z U Q� BAND JOIST TO JOIST I r7 1 'V' W �Laz N 4 2 6 0 N BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d per foot � Q Q Q BP EXTEND EXIST. Q o�"'v ci O CHIMNEY & T.C. ROOF SH E A T H I N G a/ a�wo o FLUE AS REQ'D. STRUCTURAL PANELS 8d 6" EDGE / 12' FIELD 'r3 z>>w o _ - PROPOSED 4" GABLE ENDWALL _z p 1 c° ° BERM N0. I STAIRS PERTABLE 3.8 a>o 000 � d� CEILING SHEATHING O www I l CLG. HT.: 9'-0" CODE z cn CO z d BEDRM N0.Z - GYPSUM WALLBOARD 5d coolers 7" edge / 10" field ti 2:I I I LO 00O a J (n (n I w U_ WALL SHEATHING REVISIONS 0 0 N N '- " it _J 01 STRUCTURAL PANELS 8d 6" EDGE / 12' FIELD O FIBERBOARD PANELS X 7/16" 6d 3" edge / 6" field 21'-4" N N25/32- 8d 3" edge / 6" field _ ___ __ _____ _ ____ _ _ __ __ _ _ __ CLOSET 2�0 14'-4" GYPSUM WALLBOARD 5d coolers 7" edge / 10" field HARDBOARD 8d N/A LINE OF CLG. BREAK PARTICLEBOARD PANELS 8d N/A FLOOR SHEATHING (2) 34310 (2) 34310 STRUCTURAL PANELS 9'-6" 22'-7" 8'-2" 1" OR LESS 8d 6" edge / 12" field HDU4 HOEDOWN {TYP.) GREATER THAN 1" 10d 6" edge / 12" field FIRST TO SECOND FL. I PORCH ROOF BELOW I SEE DETAIL DWG. A6 4-17-15: DEN CHANGED TO DINING RM. 0 I )> SHEARWALL SPECIFICATIONS WALL SHEATHING EDGE LATERAL, SHEAR & UPLIFT CONNECTIONS ANCHOR HOLDOWN TYPE MATERIAL NAILING RIDGE RAFTER WALL TO WALL TO BOLT TO PLATE WALL FND 1-1/4- x 20 GAGE 1-1/4- x 20 GAGE 1-1/4" x 20 GAGE 5/8" O.0 HDU4 SDS3 AAA 1/2- PLYWOOD 8d ® 6" STRAP H2A STRAP ® EA. A.B. STRAP ® EA. A.B. OVER 2X4 - 16" O.C. 4-8d PER END 4-8d PER END 4-8d PER END 36" O.C. SSTB16 ANCHOR BOLT PROVIDE 1-1/4" X 20 GAGE COIL STRAPS AT JACK & KING STUD (TOP & BOTTOM) W/ 6-8d NAILS EACH END FOR ALL HEADERS OVER 4' LONG SEE HEADER ANCHORAGE DETAIL `Z 40'-4" O h W REFER TO NAILING SCHEDULE FOR NO. AND SIZE OF NAILS AT CONNECTIONS STEEL STRAPS SHALL BE HOT-DIPPED GALVANIZED STEEL COATED WITH A I I w �•/ MINIMUM OF 1.8 OZ. OF ZINC PER SQ. FT. OF STEEL, DETERMINED BY USING THE ASTM A 90 TRIPLE SPOT TEST. HDU4 A HDU4 ►-� WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE, 3 INCH WASHERS HOEDOWN SHEARWALL TYPE HOEDOWN SECOND FLOOR PLAN PROPOSED SHALL FR USED ON THE ANCHOR BOLTS. yy WOOD FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON "v STRONG TIE CO., INC. CAT. NO. AS INDICATED ON DRAWINGS AND SCHEDULES PLAN VIEW SHEARWALL � DESIGNATION LEGEND O SCALE: 1 /4" = 1 '-0" N.T.S. ALL HEADERS SHALL BE (2) 2X10'S UNLESS OTHERWISE NOTED SECOND FLOOR CLG. HGT. 8'-0" Q Q � � O NAILING & STRAPPING AT a EXTERIOR WINDOW / DOOR HEADERS Z NOTE: ALL EXTERIOR WALLS SHALL BE �D 2X4 STUDS W/ 3-1 /2" R13 BATT INSULATION NAILING SCHEDULE 'B' p-+ a 0 SEE TYP. WALL DETAIL DWG. A6 (WOOD FRAME CONSTRUCTION MANUAL 2001) RAFTERS — SEE PLAN ROUGH A B C D FOR SIZE AND SPACING E F OPENING SEE DETAILS AND SHEARWALL 2'-0" 2 (1) 2X4 1 1 1 1 SPECIFICATIONS FOR 4'-0" 4 (1) 2X4 2 2 2 2 RAFTER TO PLATE _ ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. CONNECTOR RESIDENTIAL CODE AND ITS REFERENCED STANDARD NEPA 70-99. 6'-0" 6 (2) 2X4 OR (1)2X6 3 3 3 3 D HEADERS SEE PLAN CS16 STRAP ® EACH POST GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 8'-0" 8 (2) 2X4 OR (1)2X6 3 3 3 3 JACK STUDS OR A CS16 / HTS30 ® EA. JACK STUD SHEET TITLE PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE ALARMS IN ACCORDANCE 10'-0" 10 (2) 2xs 4 4 4 4 TRIMMERS SEE ANCHORAGE SCHEDULE ®SEE FLOOR PLANS E FOR NAILING REQUIREMENTS WITH SECTION R313 OF THE 2010 N.Y.S. RESIDENTIAL CODE 12'-0" 12 (2) 2xs 5 5 5 5 SECOND FLOOR PLAN PROVIDE STRAPPING A NUMBER OF NAILS AT EACH END OF STRAPPING JACK & KING STUDS B SEE DETAILS AND SHEARWALL NAILING SCHEDULE B NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) WRAPPED UNDER SILL PLATE F SPECIFICATIONS FOR C NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER AS PER WALL OPENING WALL TO FOUNDATION DETAILS A CONNECTOR PROVIDE FIREBLOCKING & DRAFT STOPPING D NUMBER OF 16D NAILS END NAILED THROUGH ADJACENT KING STUD TO HEADER SCHEDULE BELOW AT ALL CONCEALED OPENINGS BOTH VERTICAL END OF HEADER AT EACH SIDE. /TOP of FND. WALL AND HORIZONTAL IN ACCORDANCE W/ E NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) / ANCHOR BOLTS SECTION R602.8 OF THE N.Y.S. BUILDING CODE. F NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS HDU4 HOLDOWN SEE SHEARWALL SPEanCAT SEE GENERAL NOTES. TO END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) AT OVERHEAD DRS DETAILS FORMS AND SEE PLAN SPACING WALL OPEMING HEADER ANCHORAGE DETAIL N.T.S. A DATE: AUGUST 7, 2014 PROJECT NO. i # 1408 SHEET NO. OF 3 OF 6 OZ CONT. RIDGE VENT 71) EXTEND EXIST. CONT. RIDGE VENT CHIMNEY & T.C. FLUE AS REQ'D. 12 � 5 ASPHALT SHINGLES w u m� zQ ^ • wow O>Y L^ >-w� rr 1, W o O REMOVE EXISTING 0-0 EE:jROOF & RAFTERS IN N z CEDAR SHAKE SHINGLES w �-0 L'. w ITS ENTIRETY EE ITO MATCH EXIST. XV-01 F I HI EEIE] - - -- -- - - - - -- - -- -- - Q v w z �F�0 L [EjO N w aQNa - --- ------ ---- -- I CEDAR SHAKE SHINGLES �� �� �� 12 �-+ �"' °� ca m FLASHING TO MATCH EXIST. REMOVE EXISTING M Z W Fx 0 m ROOF & RAFTERS IN -5 Q ITS ENTIRETY w w O O F J Nof ASPHALT SHINGLES I '� ' , Z O �a`UJ "F-- -- - 00ow zo 12z r/1 F- D J>r1/� M a w a� W 0 z r-' DU-j_ 4X4 POST ON W > z cr W J \ 12" DIA XSID Q' F" ti QQao LL� CONC. PIER W/ w 0 to Q EPB44A CONN Q o W o 3'H RAIL PER FROM PIER TO POST. Z>D w CODE. AS SELECTED Q o BY OWNER EXIST. FIN. FL. W Li O w�W GRADE ~' ~0 0 n I I I I I I 4X4 POST ON II I I I I I I 12" DIA X SD I I I I I REVISIONS l U 11 1 1 I CONC. PIER W/ I I I I I L J L J L J L J EPB44A CONN I I I L J FROM PIER TO POST. I I I II FRONT ELEVATION (EAST) LEFT SIDE ELEVATION (SOUTH) 4-17-15: DEN CHANGED TO DINING RM. SCALE: 1 /4 = 1 '-0" SCALE: 1 /4" = 1 '-0" EXTEND EXIST. Z CHIMNEY & T.C. rTl FLUE AS REQ'D. 0 --- 10( EXTEND EXIST. o CHIMNEY & T.C. ;� CONT. RIDGE VENT z 12 FLUE AS REQ'D. � W 12 5 0? 51 Z OZ � O ASPHALT SHINGLES o � O w Q � Q CEDAR SHAKE SHINGLES z ® ® CEDAR SHAKE SHINGLES w � -- - TO MATCH EXIST. TO MATCH EXIST. o ---- - -- --- -- -- -- - - - - ——— —— ——— — — ——— O Zo REMOVE EXISTING a O ' I I ROOF & RAFTERS IN CL ( I / ITS ENTIRETY ' REMOVE EXISTING j jf ROOF & RAFTERS IN a. ITS ENTIRETY SHEET TITLE ELEVATIONS U) Z Dom ® U) X w EXIST. FIN. FL. EXIST. FIN. FL. — — I 1 I I I I I I I I I I I I LJ I I I DATE: REAR ELEVATION (WEST) �� A 'cif. AUGUST 2014 �S C; PROJECT NO. VATIONSLE ORTH _ — SCALE: 1 /4" = 1 '-0" - �;a ,408RIGHT SIDE SHEET NO. OF SCALE: 1 /4" = 1 '-0" 0 01't� gyp, 40F6 OF N •�1, w 6z- vv T l to~ < • w 00 LOAD PATH CONNECTION REQUIREMENTS LOAD PATH CONNECTION REQUIREMENTS a w ROOF RAFTER TO WALL: DETAIL NO. 1 CONT. RIDGE VENT DETAIL NO. 1 CONT. RIDGE VENT a'o� CONNECTOR UPLIFT LOAD (U)= 397 ROOF RAFTER TO WALL: � (V w�} CONNECTOR LATERAL LOAD (L) = 210 2X12 RIDGE BD. 2X12 RIDGE BD. ( ) a z z w CONNECTOR UPLIFT LOAD (U)= 397 t� p w CONNECTOR SHEAR LOAD S = 93R CONNECTOR LATERAL LOAD L = 210 W o ( ) CONNECTOR SHEAR LOAD (S) = 93R E-..� w o w�- 12 2X10 RAFTERS. 16" O.C. 12 2X10 RAFTERS. 16" O.C. �"'� < w 5 12 2X10 C.J. '16" O.C. � x�0 0 W t- WW 5� 12 u ry O rn z aaoa 2X8 C.J. 16•" O.C. �5 R30 BATT INSUL. R30 BATT IN ' DETAIL N0. 2A �5 DETAIL N0. 2 °�` Z o r w 2X4 C.B. 4'0.C. 2X4 C.B. 4 O.C. Q a N Z m RStRRRR RR 6M RRPSM RRRfM RRRRRR R 30 BATT 6N S U L. W W H P. &F-w STSRS2RR RRPAM S�'.%6M S2R PPSU PSUMAR PRQ R PS2S2S2Stf2 R== 5UUU R RUM � � Z d � � 7 w z a w LL. 0 W W w O voz za-F&E SEE TYPICAL EXTERIOR WALL SEE TYPICAL EXTERIOR WALL > p Z)�0 Z MASTERBATH MASTERBEDRM o _ DETAIL DWG. A6 _ DETAIL DWG. A6 '� a z F-�o 0I REMOVE EXISTING I o o BEDRM N0.3 BEDRM REMOVE EXISTING 'Z ,� a ¢ z y a ROOF & RAFTERS IN o) 1 12 1 ROOF & RAFTERS IN U' W ti -�w .i ITS ENTIRETY i Z C Z a0 oo ITS ENTIRETY F- a �' �\ FLASHING +-5 a Q_ o DETAIL NO. 4 af o E-o DETAIL �' " DETAIL NO. 3 2X6 RAFTERS - 16" O.C. ' DETAIL NO. 3 Q V)Z o 2X10 F.J. 16 O.C. 2X10 F.J. 16 O.C. cn>�w � ��' JTI'll . HNGR (TYP.) �`� � 2X6 C.J 16" O.C. ����' ������ <zo x CL\ W/ VINYL SOFFIT w>w EXIST. 2X6 C.J. 16" O.C. EXIST. 2X6 C.J. 16" O.C. m (3) 1.75 X 14" LVL (FLUSH) (2)2X10 HDR. �o 3-1/2" DIA. STD. o STL. PIPE COL. (BOXED) PORCH 4X4 POST ( REVISIONS� O z N KITCHEN LIVING RM. (PRPOSED) DECKING AS I v STUDY DINING RM. 00 w (EXISTING) (EXISTING) SELECTED BY °° W FORMERLY BEDRM #2 FORMERLY BEDRM #1 SILL OR BOTTOM PLATE TO FOUNDATION OWNER CONNECTOR UPLIFT LOAD (U)= 177 CONNECTOR LATERAL LOAD (L) _ * A.B. SOLID BLK 2X6 JT'S 16" O.C. CONNECTOR SHEAR LOAD S = 301R UNDER POST SILL OR BOTTOM PLATE TO FOUNDA11ON (2)2X10 GIRDER u u CONNECTOR UPLIFT LOAD (U)= 177 CONNECTOR LATERAL LOAD (L) _ * A.B. 2X10 F.J. 16" O.C. 2X10 F.J. 16" O.C. 2X10 F.J. 16" O.C. 2X10 F.J. 16" O.C. CONNECTOR SHEAR LOAD (S) = 301R EXISTING EXISTING 4X4 POST ON EXISTING EXISTING \(3) 2X10 GIRDER GRADE 12" DIA X 3'D \(3) 2X10 GIRDER BASEMENT (EXISTING) I I CONC. PIER W/ BASEMENT (EXISTING) 4-17-15: DEN CHANGED TO DINING RM. (EXISTING) 3-1/2" DIA. I i EPB44A CONN (EXISTING) 3-1/2" DIA. 3-1/2" DIA. STD. PIPE COL (EXISTING) I FROM PIER TO POST. PIPE COL. (EXISTING) STL. PIPE COL. L J UNDER POST 2X10 LEDGER BD. LAG BOLT TO ABOVE STRUCTURE W/ 1/2" DIA BOLTS 16" O.C. SEE DECK LEDGER DETAIL BELOW —LJ L — J 3'X3'X12"D CONC. FTG. W #5 BARS 6" O.C. E/W A - A SECTION: B - BSECTION: � SCALE: 1 /4" = 1 '-0" SCALE: 1 /4 = 1 '-0" � Q H PROVIDE FIREBLOCKING & DRAFT STOPPING WOOD IN CONTACT W/ GRADE AND DECK LUMBER INCLUDING GIRDERS, POSTS, JOISTS, PROVIDE FIREBLOCKING & DRAFT STOPPING 0 RAILS AND DECKING SHALL BE A.C.Q. TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF AT ALL CONCEALED OPENINGS BOTH VERTICAL �-, AT ALL CONCEALED OPENINGS BOTH VERTICAL AND HORIZONTAL IN ACCORDANCE W/ APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320 OF THE BUILDING CODE AND HORIZONTAL IN ACCORDANCE W/ P� SECTION R602.8 OF THE N.Y.S. BUILDING CODE. ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND / OR STAINLESS STEEL. SECTION R602.8 OF THE N.Y.S. BUILDING CODE. Q W w SEE GENERAL NOTES. FLASHING SHALL BE COPPER-TEX SEE GENERAL NOTES. O Q � Q O Z H MASTER BATH BATH 4" VENT THRU ROOF 4" VENT THRU ROOF SIDING \� SIMPSON SDWH SCREWS HOUSEWRAP OR X 3-1/2" LONG BUILDING PAPER i"� �2' FLASHING ` SHEET TITLE ACQ DECK JOIST 4" k { 12" 14' SECTION: A - A LAV. W.C. I W.C. LAV. DECK JOIST HANGER, TYP. I I I ( SECTION: B - B ACQ DECK LEDGER 1 TUB B / SHOWER DECK LEDGER DETAIL PEEL AND STICK I <L- SECOND FLOOR PLUMBING RISER EXISTING FLOOR JOIST BITUMINOUS FLASHING 2" 2" MEMBRANE DIAGRAM EXISTING BOX BEAM CONCRETE FOUNDATION WALL 3" 2" 2,. 3.. EXISTING 4" TIE TO EXISTING DECK LEDGER DETAIL N.T.S. APPROVED SANITARY SYSTEM DATE: N � AUGUST 7, 2014 PROJECT N0. PLUMBING RISER DIAGRAM N.T.S. -� 1408 "` �` SHEET NO. OF A5 �, �� 01'12��p� 5 OF 6 ASPHALT SHINGLES — MIN. 6 FASTENERS PER SHINGLE 1-1/4" X 20 GAGE RIDGE STRAPTOP PLATE SPLICE REQUIREMENTS RIDGE VENT�� ATTACHED TO EACH PAIR OF 15# FELT OPPOSING RAFTERS. CONNECT RIDGE STRAP W/ 4 - 8d NAILS IN EACH END OF STRAP 1 2 CDX PLYWOOD BLDG. MIN. SPLICE 2 X 10 RAFTERS — 16" O.C. DIM. (FT) LENGTH (FT) ° 2X10 RAFTERS 16" O.C. 9-1/2" R-30 BATT INSUL. 12 2 2X8 CLG. JOISTS — 16" O.C. 16 120 2 Ld NOTE: RAISE 2X10 CLG. JOISTS 12" ICE BARRIER (PER SEC. R905.2.7.1) 24 2 IN MASTER BEDROOM. SEE SEE GEN. NOTES ° 28 3 z DETAIL 2A & SECTION: A — A 1 1/2" BAFFLE o 32 3 f;n�` o o Y 2X12 NON STRUCTURAL RIDGE BOARD 1 2 36 3 �w 40 4 rrll � w�o SEE PLANS & SECTIONS rj 50 5 V Simpson Strong—Tie O w 9 H2A 60 6 W .—i x cn z o azww 1 A T RIDGE H2A CONNECTOR 80 8 a\ I-a DETAIL _ NOTE: USE (2) H2.5A CONN. 2x6 FASCIA 2 A C 0 N N E C TO R ,,, 1` � ww0� IF RAFTERS / STUDS DO NOT NOTE: PLATE JOINTS SHALL OCCUR U a, a a N NON STRUCTURAL RIDGE BEAM N.T.S. ALIGN NAILING REQUIREMENTS: N fsl DIRECTLY OVER STUDS BELOW o, Z 2 2x4 PLATE ** 5 - 6d NAILS TO RAFTERS w m NOTE: RIDGE STRAPS ARE NOT REQUIRED WHEN 2X4 COLLAR TIES ARE LOCATED IN THE ( ) N/R TO PLATE Q ^ a a N z w UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE 5 - 8d NAILS TO STUDS o 1/2" GYPSUM BOARD W W H x WITH THE NAILING SCHEDULE SCREEN D SOFFIT VENT ROOF DIAPHRAGM BRACING 04 0 :2 z 0 O I-c�o z ASPHALT SHINGLES — MIN. 6 PROVIDE BLOCKING AND CONNECTIONS AT PANEL W 0 Z�0 z FASTENERS PER SHINGLE EDGES PERPENDICULAR TO ROOF FRAMING LOAD PATH CONNECTION REQUIREMENTS o o w O �F-Q z MEMBERS IN THE FIRST TWO BAYS OF FRAMING ROOF RAFTER TO WALL: ° x DUO- SPACED 4 FEET ON CENTER. NAILING SHALL 0 a Z I-_ 3 15# FELT SEE SECTIONS F, BE PER THE NAILING SCHEDULE FZ o Z d. a d z=a 1/2" CDX PLYWOOD _ f ° ,®' FW., z Q<z �w 2X10 RAFTERS — 16" O.C. > a Q� Q Wo1-0 6" R-19 BATT INSULATION DETAIL ' 2' AT PLATE Q a W w o ICE BARRIER (PER SEC. R905.2.7.1) (SEE GEN. NOTES) H2.5A CONNECTOR Z;0w z 1 1/2" BAFFLE SCALE: 3/4"=1'-0' 5 — 8d FASTENERS TO RAFTERS Simpson Strong—Tie �'� 5 — 8d FASTENERS TO PLATE w w ww FOR ROOF SLOPES LESS THAN 4 OIN 12, PROVIDE 2 LAYERS OF UNDERLAYMENT (R905.2.7) 5 - 8d FASTENERS TO STUDS PC-44 C wW_W 12 ** REFER TO TOP PLATE SPLICE SCHEDULE THIS DWG. FOR MIN. SPLICE LENGTH FOR EXISTING UNALIGNED WORK. CAP DETAIL00 ,k REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR RAFTERS ALL NEW WORK SHALL ALIGN H2A CONNECTOR 5 REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS N.T.S. REVISIONS NOTE: USE (2) H2.5A CONN. IF RAFTERS / STUDS DO NOT ALIGN 2x6 FASCIA (2)2x4 PLATE ** CEDAR SHAKE SHINGLES TO MATCH EXIST. 1/2" GYPSUM BOARD �-- SCREEN D SOFFIT VENT EXTERIOR COVERING SHALL COMPLY WITH SECTION R703 AND INSTALLED PER MANF. REQ'MTS 1 -0" TYVEK W/ DRAINAGE PLAN 1/2" CDX PLYWOOD SHEATHING OR 1/2" O.S.B. SHEATHING ROOF DIAPHRAGM BRACING LOAD PATH CONNECTION REQUIREMENTS PROVIDE BLOCKING AND CONNECTIONS AT PANEL 2X4 WD. STUDS, 16" O.C. 4-17-15: DEN CHANGED TO DINING RM. EDGES PERPENDICULAR TO ROOF FRAMING ROOF RAFTER TO WALL: MEMBERS IN THE FIRST TWO BAYS OF FRAMING SEE SECTIONS 3-1/2" BATT INSULATION, R=13 SPACED 4 FEET ON CENTER. NAILING SHALL BE PER THE NAILING SCHEDULE TUFF—R BOARD * Minimum of seven bolt TYPICAL EXTERIOR VITALL U diameters to achieve table Threaded Studs loads. This DETAIL ' 2A' A T PLATE REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR WALL STUDS Rod � -designeddistance is into REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS SCALE: 3/4"=1'—O' Floor Joist Distance may b e I DistanF, FOR ROOF SLOPES LESS THAN 4 ON 12, PROVIDE 2 LAYERS OF UNDERLAYMENT (R905.2.7) increased without * * REFER TO TOP PLATE SPLICE SCHEDULE THIS DWG. FOR MIN. SPLICE LENGTH affecting REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR RAFTERS load capacity, W �j Install provided the REFER 'TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS Washers anchor nut is � not over—torqued, which could split SECOND FLOOR the stud. Z H (PROPOSED) �/1 SECOND FLOOR 3/4" PLYWOOD T&G SUB-FLOOR Z Q W2x10 FLOOR ITS. ® 16" O.C. � � CS-20 STRAPS ® EA. STUD HDU4 HOEDOWN CONNECTOR NOTE: PROVIDE HDU4 Q 3/4" PLYWOOD T&G SUB-FLOOR EXTEND UP & DOWN FACE OF FIRST / SECOND FLOOR HOLDOWNS AT ENDS STUDS 12" MIN. 4-8d NAILS EA. END SEE PLAN FOR LOCATIONS OF SHEARWALLS. Q Q CS-20 STRAPS W/ 2x10 FLOOR JTS. ® 16" O.C. 2 X 4 CONTINUOUS AT BTEN 1ST-2ND FL. W I-1 4-8d NAILS AT EACH END SUPPORT EXIST. CEG. JT. POINTS OF BEARING SEE PLAN FOR LOCATIONS O AT EACH STUD _-�j 2'X 10 BLWNG TO NEW JTS AS REQ'D. a 0,�/ SUPPORT EXIST. CEG. JT. EXISTING CEG. JOISTS TO REMAIN 12" TO NEW JTS AS REQ'D. 0 EXISTING PLATE CS-20 STRAPS W/ 2X6 CLG. JT. (EXIST.) 4-8d NAILS AT EACH END AT EACH STUD z N FIRST FLOOR (EXISTING) ,every other nal hole rLECUTTH in a row to provide the FIRST FLOOR cod c��a,t�ato center END 12" MIN, SHEET TITLE spacing for nails LENGTH DETAILS CLEAR DETAIL W AT SECOND FLOOR : SPAN SCALE: 3/4" = 1'-0" REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS Provide minimum LENGDTH 12" MIN. DETAIL 3 AT SECOND FLOOR REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS end distance Equal number of FLOOR DIAPHRAGM BRACING specified nails in each end Simpson Strong—Tie SCALE: 3/4" = V-0" PROVIDE BLOCKING AND CONNECTIONS AT PANEL CS Coiled Strap REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS EDGES PERPENDICULAR TO FLOOR FRAMING REFER TO 'NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS MEMBERS IN THE FIRST TWO BAYS OF FRAMING SPACED 4 FEET ON CENTER. NAILING SHALL AT EACH STUD FLOOR DIAPHRAGM BRACING BE PER THE NAILING SCHEDULE COIL STRAP DETAIL PROVIDE BLOCKING AND CONNECTIONS AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING 'D � DATE: j�, MEMBERS IN THE FIRST TWO BAYS OF FRAMING N.T.S. AUGUST 7, 2014 `. AN , � SPACED 4 FEET ON CENTER. NAILING SHALL PROJECT N0. BE PER THE NAILING SCHEDULE 1408 ` 0SHEET NO. OF 4 6 OF 6