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HomeMy WebLinkAbout44041-Z �Q�SI1EFOd,�� Town of Southold 8/29/2020 P.O.Box 1179 53095 Main Rd oy • p `r� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41400 Date: 8/29/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 670 Hickory Rd, Southold SCTM#: 473889 Sec/Block/Lot: 54.-6-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/29/2019 pursuant to which Building Permit No. 44041 dated 8/6/2019 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: alterations and additions, including covered front entry and rear deck, to an existing one family dwelling as applied for per ZBA#7358, dated 1/23/2020 The certificate is issued to Blazek Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44041 8/10/2020 PLUMBERS CERTIFICATION DATED 8/27/2020 Vincent Scialli A o 'rature TOWN OF SOUTHOLD o� BUILDING DEPARTMENT y k' TOWN CLERKS OFFICE oma, • � 4 SOUTHOLD, NY axrr�d 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#: 44041 Date: 8/6/2019 Permission is hereby granted to: Blazek Trust 670 Hickory Rd Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 670 Hickory Rd, Southold SCTM # 473889 Sec/Block/Lot# 54.-6-7 Pursuant to application dated 7/29/2019 and approved by the Building Inspector. To expire on 2/4/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $317.60 CO -ADDITION TO DWELLING $50.00 Total: $367.60 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 r Date. &—rzo— \q New Construction: Old or Pre-existing Building: (check one) x Location of Property: 600 House No. Street Hamlet A Owner or Owners of Property: -T�) y cc/-- Suffolk County Tax Map No 1000, Section 54 Block � Lot 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: $ r C,41 ,m: JUN 2 1 2019 Building Department ApplicationLT` 3 'k`- AUTHORIZATION (Where the Applicant is not the Owner) ' 1 MAMA, 61*ZEK. residing at cp \�• _ I t (print property owner's name) (Mailing Address) do hereby authorize ��o5e2c��.1 (Agent)• to apply on my behalf to the Southold Building Department. (Owner's Signa e) (D te) 114Al-lA 3[A7-,C- e (Print Owner's Name)- pE SOU��®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.devlin(ccD-town.southold.n .us Southold,NY 11971-0959 rlh y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Blazek Trust Address: 670 Hickory Rd city:Southold St: NY zip: 11971 Building Permit# 44041 Section. 54 Block 6 Lot 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bi County Electric License No: 44513ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower Range Recpt Pucks 2 Combo Smoke/CO Transformer UC Lights g' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 15 4'LED Exit Fixtures Pump Other Equipment. Fridge, Oven, DW, W/D, Micro Notes Kitchen, Laundry and Porch Light t Inspector Signature: Date: August 10, 2020 S.Devlin-Cert Electrical Compliance Form.xls SO& Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G` Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTIIOLD D AU G 2 8 2020 BUILDrNC IDEPT- CFRTIFICATI.ON Date: Building Permit No. L440`4 I Owner:Palk, - �1 1 V j ,,((Please print)! Plumber: oCQI'`1 �Cla t I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. hers Sig>7ature) Swom to before me this A day of__ 20 2O Notary Public,A County ARJUN JAITLEY NOTARY PUBLIC-STATE OF NEW YORK No.01JA6349678 Qualified In Nassau County My Commission Expires 10-24=2020 'r ijq©qj SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. ca765-1802 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 R MARKS: DATE INSPECTOR LALJ041 OESOUIyo _ # � TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. - [ ] 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: AA Ft ��yv p I wo --oy-v/ --To (oit DATE INSPECTOR 440W qf SOUTyo! TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 _ -1.N PE ION S C [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ]" FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6ok umr �-�- � w 4 L� t DATE- INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION _ [ ] FOUNDATION 1ST [ ] ROUGH PL13G. { ]. FOUNDATIW21SID [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [VI FINAL [ ] FIREPLACE "& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION- [ ]- FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ► l i& W-4 '-kAWI 'v o�n , (114) VOA4�7,� i 4t 7D o I rtA gLl� q rV& DATE ?J INSPECTOR �oFsoly°� HLI G 4 1 Co7o l4mm_oky �t�- f # ' TOWN'OF SOUTHOLD BUILDING DEPT °`ycourm��' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND ' [ti ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY, ' [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ _ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ - ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: LllT't &TT olid C�►c//V'I' — V D v c z- s Pr, `RZ�y 12C TAO T&r47 G/V. f� DATE /ZQ INSPECTOR K. pF 50U'yOlo O 1 06 gle-Koeyt7/ # # TOWN OF SOUTHOLD BUILDING DEPT. coum��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) -;61 'tom [ ] CODE VIOLATION ] PRE C/O REMARKS: `NI Ay *�L�-r-je 1C4-1- (A)57P9CX7t A/ -C DATE 6 INSPECTOR 8/8/2020 20200808_114604.jpg(2576x1932) A114 toy � a J / AUG 1 8 2020 BLUDING DEPT. https://mymail.optimum.net/appsude/apdmai1120200808_114604.jpg?action=attachment&folder-default0%2FINBOX&id=29183&attachment=3&user-3... 1/1 8/8/2020 20200808_114629.jpg(2576xl932) s ale, https://mymaii.optimum.net/appsude/apdmail/20200808_114629.jpg?action=attachment&folder--default0%2FINBOX&id=29183&attachment=2&user-3... 1/1 Wolff JOHN SBAGLIA A,,6 ; SOTEC 4LAIA AMERICAN INSTITUTE OF ARCHITECTS MARCH 4, 3020 : } I TOWN OF SOUTHOLD AUG 1 S 2020 J SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD 'P'OIP"N SOUTHOLD, NY 11971 RE: BLAZEK RESIDENCE 670 HICKORY ROAD SOUTHOLD ATT: INSPECTOR THIS LETTER IS TO INFORM YOU, THAT THE REAR DECK ADDITION COMPLIES TO THE APPROVED SET OF PLANS BY THE TOWN OF SOUTHOLD AND NEW YORK STATE BUILDING CODE. ALSO ATTACHED ARE THE PHOTOS OF THE DECK IN CONSTRUCTION AND THE REVISED SITEPLAN REVISION REMOVING THE WORD "PROPOSED" FROM THE WOOD DECK PLAN, INITIALED BY THE WRITER. IF YOU HAVE ANY QUESTIONS OR COMMENTS, PLEASE CALL OR WRITE US. SINCERELY, f ` JOHN SBAG IA, R. h 4 P.O. Box 434 Mill Neck, New York 11765 516 9223293 3/8/2020 Optimum Printout joseph cusumano<josephcusumanol@gmail.com> 3/8/20 5:08 pm To paulblazek@optimum.net _ i ✓ L, !� w 51 � 1 i �'... fp i; V .71 E . A t - https://mymail.optimum.net/appsuite/v=7.8.4-60.20191118.024548/print.htmi?print_1583706072030 1/9 3/8/2020 Optimum Printout i 4( r haps://mymail.optimum.net/appsuite/v=7.8.4-60.20191118.024548/pdnt.htmi?print_l583706072030 > ? 3/8/2020 Optimum Printout 4 t 00� ♦. Y r< it AO Ilk At s r j 41 ` M.t gill e K•� ��Yl1 1 1 � � r https://mymaii.optimum.neVappsuite/v=7.8.4-60.20191118.024548/pdnt.html?print_l 583706072030 3/9 3/8/2020 Optimum Printout s. https://mymaii.optimum.net/appsuite/v=7.8.4-60.20191118.024548/print.html?print_1583706072030 4/9 3/8/2020 Optimum Printout t s https://mymaii.optimum.net/appsuite/v=7.8.4-60.20191118.024548/print.html?print_1583706072030 5/9 3/8/2020 Optimum Printout » a , s � � t V � s � r - 4 _ f https://mymaii.optimum.nettappsuite/v=7.8.4-60.20191118.024548/pdnt.html?print_l583706072030 6/9 3/8/2020 Optimum Printout 7 a r 'A1 a; a. https://mymaii.optimum.net/appsuite/v=7.8.4-60.20191118.024548/pdnt.htmi?pdnt_l 583706072030 7/9 3/8/2020 Optimum Printout ti r' https://mymail-optimum.netlappsuite/v=7.8.4-60.20191118.024548/print.html?print 1583706072030 8/9 3/8/2020 Optimum Printout • image0.jpeg(479 KB) • image1.jpeg(482 KB) • image2.jpeg(187 KB) • image3.jpeg(522 KB) • image4.png(375 KB) • image5.png(1 MB) • image6.png(1 MB) • image7.png(1 MB) • image8.png(393 KB) • image9.png(360 KB) https://mymail.optimum.net/appsuite/v=7.8.4-60.20191118.024548/print.html?pdnt_1583706072030 9/9 HUNTER INSULATION 111f20 o Whom it may concern; 'lease note the residence at, 670 Hickory lane, Southold JY was insulated in the following manner: 'lat Ceiling R-30 Kraft faced fiberglass batts. above Grade Exterior walls R-15 Kraft faced fiberglass Batts. Z-21 Kraft faced fiberglass batts with baffle to 2 x 6 Sloped :eiling sir searyled all penetrations .ow expansion foam around windows and doors. -ire caulk penetrations. kny questions please don't hesitate to reach out @ 631 '40 0'195. 'incerely, FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H ---------------------------------- FOUNDATION (2ND) ROUGH FRAMING& PLUMBING 1A1 �i r INSULATION PER N.Y. H STATE ENERGY CODE kCC+ CALIA 00V+f%4 'I 1A StA6 ov I b,e FINAL `,,e - .1e AW ADDITIONAL COMMENTS G'1 - I c, a 4 J 0 O an-P Z A d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN BALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631) 765-9502 Survey _ Sou'tholdtownny.gov PERMIT NO. A�L641 Check Septic Fonn N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined tJ 20J Single&Separate Tr=Mentifacahw Rolm storm-water Asse ulmtre m JContact: ' Approved 20 Mail to: Disapproved a/c Phone: ExpirationPD v I Building Inspector JUL 2 9 2019 XPPLICATION FOR BUILDING PERMIT Date 1� 20 MTRUCTIONS 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 Rogulations,for the construction of buildings,additions,or alterations or for-rcmoval or demolition as harcin dcscxibcd.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. A6 (Signaturi of volicant or name,if a corporation) (Mailing a4oress of applicant) State whether applicant is owner,lessee,agent,architect, engineer,general contractor, electrician,plumber or builder Name of owner ofpremises Rnul ,Q�� k• (As on the tax roll or latest deed) If applicant is a c tion, signature of duly authorized officer (Name and title of corporate o cer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of I don which proposed work will be done: House Number Str et Hamlet County Tax Map No. 1000 Section ��� Block Lot l J Subdivision Filed Map No. Lot State existing use and occupancy of remises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy -�-''�Nature of of work(check which applicable):New Building., Addition Alteratio ti Repair Removal Demolition Other Work Estimated Cost-5?_. 10 ,000 Fee - - y (To be paid on filing this kation) If dwelling,number of dwelling unitsNumber of dwelling units on each floor ---• If garage, number,of cars If business, commercial or mixed occupancy,specify nature and extent of each type of use. Dimensions of existing structures,if any:Front Rear__ i Depth Heighti,C.Ip Number of Stories Dimensions of same structure with alterations or additions: Front Rear 70 Depth 1p�l ___Height _ Number of Stories Dimensions of entire new construction:Front Rear.. Depth Height I I Number of Stories, Size of lot:Front l 50 Rear__LtC2_,Z&_Depth_17.q 135 0.Date,of Purchase Name of Former Owner 1.Zone or use district in which premises are situated 2.Does proposed construction violate any zoning law,ordinance or regulation?YES N0_)< 3.Will lot be re-graded?YES N4�Will excess fill be removed from premises?YES • NOX_ ,4.Names of Owner of remises ddress Phone No. Name of Architect�, , ,CRL1 Address �Ye Phone No X31 ctZ2 Name of Contractor�'d,e e e 1 � Address "_ ftp Whone No._fQ5L:MZ 47 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NOS._ *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 lVere any covenants and restrictions with respect to this property? *YES NO_A *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�Y 11� M7-0�� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the W — (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly audhorized 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 hgWCV#fttft Rvork will be performed in the manner set forth in the application filed therewith. Notary Public-State of New York No.01 LU6386882 Sworn to before me this Qualified in Suffolk County 20 My Commission Expires Feb.04,2023 y q o� da of J fl 9883'-� eo fldxa uolssiwwoo „ a, &'_; n �'�j{ouns ul pal;llenp Notary Public 9sesrrl l.o'oN 5i of Applicant �AQA M8N;o ejejS-ollgnd AMON �I�dQfl��dQ�383a Subdivision Filed Map No. Lot !. State existing use and occupancy of remises and intended use and occupancy of proposed construction: a. Existing use and occupancy ce _b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration A Repair Removal Demolition Other Work 44F-5X Lel at�owS poC;T tCepesaription)1G t-M-0&-t 4. Estimated Cost Fee L-.&u W (2DO" t tzG (To be paid on filing this plication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor - ... If garage, number of cars 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use, 7. Dimensions of existing structures,if any:Front__IQ Rear �® Depth 2 Height 1 (.0 Number of Stories Dimensions of same structure with alterations or additions: Front Rear �O Depth 1_,9-7> Height Number of Stories 8. Dimensions of entire new construction:Front 640' Rear Depth 4 D Height I "L,n` Number of Stories 1 1200711 � cam 9. Size of lot:FrontRear & 5 7 i C . Depth t 1-®L t ISE) 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 NQ<­Will excess fill be removed from premises?YES NO',< 14. Names of Owner of remises PAZ:iC Address ( Phone No. Name of Architect 22�!& Address 0- Phone No Xpg2-2:52 Name of Contracto C� &� � Address "7 f.Dg AM AVlr,Phone No.E51 7__.8_473 1 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_K_ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NOS_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO_< *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY-OFS�l(a CL Q,- �� a being duly swom,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. Sworn to before me this 1.`1 day of 6 0 20 CAA l uCAK try ubl -State of New York _ - 1LU6386882 Notary Public ouaiitied in Suffolk County Signoiure o Applicant my commission Expires Feb.04,2023 'OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST UILDING DEPARTMENT Do you have ormeed the following,before applying? 'OWN HALL Board of Health OUTROLD,NY 11971 4 sets ofBuilding Plans EL:(631)765-1802 Planning Board approval ` AXI.(631)765-9502 survey '- outholdtownny gov PERMITNO. Check IS Septic Form 1 N,Y.S.D.E.C. Trustees / C.O.Application Hood Permit umined .20 Single&Separate suss Idem ificaflon F.am Stcrcn Water As wanaatfo= Contact: pproved I 1.20 Mail to: isapproved a/c Phone: 1 xpiration ,20 41b j , A � TR �? B ng Inspector - PRO _ AL C(; a; P" AP 11 ATION FOR BUILDING PERMIT JUL 2 9 2019 Date //,9 20 l� I11L9TRU CTIONS a.This ap�1iy� L � � tTetely filhed in by typewriter or in ink and submitted to the Building Inspector with 4 sts of plans,accu� p an 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 reas,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 (tall ba kept on the premises available for bnpecti=th=ghout the vm& -e-'No building shall be occupied or used in whole or in part for am purpose what so ever until the Building Inspector isues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of muance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the roperty have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an ddition 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 luilding Zone Ordinance of the Town of Southold,Suffolk County,Now York,and other applicable Laws,Ordinances or regulations,for the const uotion of buildings,additions,W akerations at for removal or demon iou as herein daaMbC4.Tho pplicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit uthorized inspectors on premises and in building for necessary inspections. (Signatti&of#licant or name,if a corporation) (Mailing s of applicant) Mate whether applicant is owner,lessee,agent,architect, engineer,general contractor,electrician,plumber or builder lame of owner of premises s.,Aamjr— , 2&& SLA&A �c As on the tax roll or latest deed) f applicant isa �-on, gnature of duly authorized officer (Name and title of corporate o cer) Builders License No. 'lumbers License No. :lectricians'License No. )then Trade's License No. Location of land on which proposed work will be done: House Number Str et Hamlet � County P Tax Aria No. 1000 Section S Block Lot FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 30, 2019 TO: Paul&Maria Blazek 670 Hickory Road Southold, NY 11971 Please take notice that your application dated July 29, 2019: For permit to: construct a deck addition to single-family dwelling at: Location of property: 670 Hickory Road, Southold, NY County Tax Map No. 1000 - Section 54 Block 6 Lot 7 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 20,473.2 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a rear yard setback of 50 feet. The construction has a rear yard setback of 41.1 feet. Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: Me,Z.B.A. .' � to BOARD MEMBERS �*0f SOUryO Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes Q Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�ou�m,� Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS Wad- 0 10 •21►r1M TOWN OF SOUTHOLD JgIV 2 20 0 1 4 2020 Tel.(631)765-1809 Fax(631)765-9064 6 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23, 2020 ZBA FILE: #7358 NAME OF APPLICANT: Paul and Maria Blazek PROPERTY LOCATION: 670 Hickory Road, Southold,NY SCTM#1000-54-6-7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 20,127 square feet lot located in the Residential R-40 Zoning District. The northerly property line measures 138.82 feet, the easterly property line measures 150.28 feet, the southerly property measures 129.55 feet and the westerly property line measures 150.00 feet and runs adjacent to Hickory Road. The property is improved with a single story wooden dwelling with an attached garage as shown on the survey prepared by Nathan Taft Corwin,III,LS, and dated August 27, 2019. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Sections 280-124 and the Building Inspector's July 20, 2019,Notice of Disapproval based on an application for a permit to construct an addition to an existing single family dwelling; at, 1) located less than the code required rear yard setback of 50 feet; located at 670 Hickory Road, Southold,NY. SCTM#1000-54-6-7 RELIEF REQUESTED: The applicant requests a variance to construct a deck addition to a single family dwelling The proposed construction on this nonconforming 20,127 square feet lot in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum rear yard setback of 50 feet. The proposed construction has a rear yard setback of 40.9 feet as shown on the survey map submitted by Nathan Taft Corwin, III, LS, and dated August 27, 2019 and the Proposed Alteration Plot Plan submitted by John Sbaglia,Architect, dated July 21, 2019. Page 2, January 23, 2020 47358, Blazek SCTM No. 1000-54-6-7 ADDITIONAL INFORMATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code by reducing the deck originally proposed at 14 ft. by 22 ft. to 12 ft. by 22 ft. reducing the setback to 42.9 feet rather than the 40.9 feet requested. The applicant would then need to be granted alternative relief conditioned by submission of a new survey map and site plan. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 2, 2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-W)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The home has been remodeled and updated and adds a more positive look to the neighborhood. As this is an older community, many of the homes have been updated and renovated. The applicant wishes to eliminate the existing stairs to a sliding door and have a walk out deck in its place. The addition of a rear deck would allow for more outdoor use at the rear of the home. The deck will pose no obstruction to any of the neighbors as it cannot be seen from the road and there is a natural buffer from the neighbors to the rear of the home. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of the original subdivision and placement of the existing residence, there is a narrow rear yard which will not allow the applicant to have a useable deck in order to meet the 50 rear yard setback. 3. Town Law &267-b(3)(b)(3). The alternative relief granted herein is mathematically substantial, representing 14.2% relief from the code. However, the location of the home and the proposed deck cannot be located other than the rear yard. The residence neighboring the rear is not close to the property line and will not be impacted by the proposed deck. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a rear deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to Page 3, January 23, 2020 47358, Blazek SCTM No. 1000-54-6-7 DENY as applied for, and GRANT ALTERNATIVE RELIEF for a rear yard setback of 42.9 feet by reducing the proposed deck from 14 ft. in depth to 12 ft. in depth. ' SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit a revised survey or site plan depicting the alternative relief granted. 2. The wooden rear deck shall not be enclosed or covered and shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Beare applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan or survey, a conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Dantes, Acampora, and Planamento(3-0) (Members Weisman(Chairperson) and Member Dantes absent) k �'& I A A r2 Nich 2sorfiling Planamento,Vice C air Appro / /202 r Elect Electrical Inspector SBU LDING DEPARTMENT r TOWN OF SOUTHOLD Town all' nnex - 54375 Main Road - PO Box 1179 II Ivy., SEP 25 2019 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 3,j7T,_,.,�L6Aere,&outholdtownny.gov - seand(CD-southoldtownny.-gov T i-)le"Pi S0 U 117,71 C',,1,D APPLICATION FOR ELECTRICAL INSPECTION: ELECTRICIAN INFORMATION (All information Required) Date: Company Name: I-P_o 47�)o ni (1i rify n o 4n t.� n Name: RM (IJOLLAlu eticcb�c__ License No.: eail.' 00 LLVA+-L4 ec"t m' _'R M"'(d� Address: )ORLOMM- b 130 Phone No.: JOB SITE INFORMATION (All information Required) Name: Address: 'Sc CJ_+KCJ I ot- Cross Street: Phone No.:, (o-,") I-- 455-e--7-5- Bldg.Permit#: --- email: Tax Map District:-- 1000 Section: 4 Block: _l(_VQ,5_+ Lot BRIEF DESCRIPTION OF WORK L (Plegge Print Clearly) rborn linh On Circle All That Apply: Is job ready for inspection?: YES / NO =Rough In:) Final Do you need a Temp Certificate?,.':, YES /�NO issued On . Temp Information: (All information required) Service Size I Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead 1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals q4) BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � j ` Town gall' nnex - 54375 Main Road - PO Box 1.179 , co SEP 2 5 +++ - Southold, New York 11971-0959 oy �� Telephone (631) 765-1802 - FAX (631) 765-9502 17K6A C-q t_CcD-5outholdtownny.gov seand@southoldtownny.gov.: APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: I Company Name: Inc - Name: c _ Name: i License No.: - MF e ail: Q 2C' e Address: J V0 I l 7 D Phone No.: -� JOB SITE INFORMATION (All Information Required) Name: 1 Address: ISOU-i-K G Cross Street: v Phone No.: 1- 5 j Bldg.Permit Mq email: Tax Map District:_ 1-000 Section: 54 Block: 1(W.5 y__ _ Lot: BRIEF DESCRIPTION OF WORK (Ple a Print Clearly)L aom 0 OAo Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YE (:/:NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect - Flood Reconnect- Service Reconnected - Underground -Overhead 1 # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection'FormAs /J> a �� PERMIT# Address: Switchesk jqt je Outlets G FI's Surface Sconces H H's 11 UC Lts Fans Fridge HW Exhaust Oven Dryer �70 Smokes DWI Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: s Comments ®�*OF SO!/r�,®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 couff BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD Blazek Trust 670 Hickory Rd Southold, NY 11971 Re: TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Energy test results and Manuals J & S. Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit �� Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44041-Z Addition/Alteration Jt -ADDDXW4i TSECT - " ++qll.,,0tI#THE Z�EW YiiRK TA COPIES Q #11S SURVEY AW NOT WARM =` swill tAA►D.,' "WAYOR'S iw v SEAL :9 6FiAC1. tVE3T 8f 6QFtSlDEOD _ ' �.,• � _ _ r To!IE A.T,I�Ip Tmw COPY''. •. . •�. ...... - ' , " - � 1 { ♦ > GUAR/k •} Il9ltA7tt�1 Bl7i�! 50=L .. r 'ONLY 1� -fgks'a FOR wi m� THE ,." �• � � 13 PRWA"AMD 4N H� 8M U t0 TJ* mu COzo, vt7YEfiA21�.tN=AL r � iSt�1t�dt�'tiiiUilOtt�I4TEd l� Q,� - _ • ..� i� ;4 WEI�SSMIES CF Ta vi4m a ll+� l;, j:W. • ,�4 F 1YlTt0kl.G "HUES ME NOT � . T® Atlrat nusTjTunan+ssOR '- � A 14- Am I vi". 64) lie- od Ah We X It AVt Is sso 50 • 't • ,. : ��R,� ,mrd � .. - - • • M • .•EWW • • , , MOIF PAOMYN plog A!' 4Z 15'40"E 138.82' ' d coNc srEPs ' ONE—STORY WELL WJ�L41LM1 UNE) t,0' CONI STEPS /0M CARAG E* � faS y �0 ' N r monk ! . -DESCRIBEDNW smr4t-SOMOLD TOWN OF . . .. � •• _ t SOUTHOLD r PAM J. aM. 8 ur�Et1; SEPIMBER §: • `'' ICKORY RD , SOUT 0L _ y 1 C=, C\i CD c\j co C-D NSF ScRROEDM N/F SCHLICHTER/SCOCOZZZ 46''12"0011F mi pmmm� C\l U zz c6 ux Ln cli Lf) z EXISrG CONC. EXIS'rG,Clil EY STEPS TO BE d FLUE TO BE BOXED Z REMOVED IN. WOOD DECK Fl 40.2' 70.2' LL_ z1 f EXIST'G ONE-STORY Z RESIDENCE Al, (UNDER SEPARATE HOUSE C6cu APPLICATION) ' .4 4' 40.7' GARAGE BRICK WALK LLJ wool 10 NtW CL IL 1.3' WELL [:3 0L 00 -,(OVER LINE) 150.00 N47044120fVIl TIE= 233.45" fT PLAN SCALE: 1 20'-0" L 0 H H D N 19 Z - -AIA JOHN SBAGLIA ARCHITECT AMERICAN INSTITUTE OF ARCHITECTS JULY 3 1 , 2131 9 TOWN OF SOUTHOLD SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD SOUTHOLD, NY 1 1 971 RE: BLAZEK RESIDENCE 670 HICKORY ROAD SOUTHOLD ATT: AMANDA THIS LETTER IS TO INFORM YOU, THAT WE HAVE DESIGNED AND CERTIFY THAT THE PORTICO WILL WITHSTAND 130 MPH WINDS. IF YOU HAVE ANY QUESTIONS OR COMMENTS, PLEASE CALL OR WRITE US. SINCERELY, JOHN SBAGLIA ♦ air A UG - 6 2019 �i'J�•.','�.{.}rte:C�-�1JI''�. ''•tai�i'9 1 l A � rTx^�' P.O. Box 434 Mill Neck, New York 11765 516 9223293 NtREScheck Software Version 4.6.5 Compliance Certificate Project New York State Energy and Conservation Code Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Hickory Road Blazek John Sbaglia Architect Southold,NY 670 Hickory Road 1050 West Shore Road Southold, NY Mill Neck, NY 11765 516 922 3293 jsarchl2@aol.com Compliance: 42.9%Better Than Code Maximum UA: 21 Your UA: 12 Maximum SHGC: 0.40 Your SHGC: 0.31 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 q5S',A rea Cavity Cont. e e Ceiling 1: Flat Ceiling or Scissor Truss 72 30.0 30.0 0.017 1 Wall 1:Wood Frame, 16" D.C. 208 15.0 15.0 0.034 7 Window 1:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 72 30.0 30.0 0.016 1 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. '40 MN / � Name-Title Signature Date Project Title: New York State Energy and Conservation Code Report date: 06/18/19 Data filename: C:\Users)jsarc\Documents\REScheck\filled in format.rck Page 1 of 1 2015 ECC Enargy Above-Grade Wall 30.00 Below-Grade Wall 0.00 Floor 60.00 Ceiling/Roof r 60.00 Ductwork(unconditioned spaces): Glass ■.. e Window 0.29 0.31 Door Hea'tinqdolinIAlJrnent. EJq Heating System: Cooling System: Water Heater: Name: Date: Comments Y CREScheck Software Version 4o6®5 �J( Compliance Certificate Project New York State Energy and Conservation Code Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Hickory Road Blazek John Sbaglia Architect Southold,NY 670 Hickory Road 1050 West Shore Road Southold, NY Mill Neck,NY 11765 516 922 3293 jsarchl2@aol.com wiii mom V& Compliance: 42.9%Better Than Code Maximum UA: 21 Your UA: 12 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies or cavitya Ceiling 1:Flat Ceiling or Scissor Truss 72 30.0 30.0 0.017 1 Wall 1:Wood Frame, 16"o.c. 208 15.0 15.0 0.034 7 Window 1:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 72 30.0 30.0 0.016 1 Compliance Statement. The proposed building design described here is consiste ding plans,specifications,and other calculations submitted with the permit application.The proposed building ha rA et the 2015 IECC requirements In REScheck Version 4.6,5 and to comply with the mandatory requirements lis tion Checklist. ,fy1 Name-Title I ure Date * L Project Title: New York State Energy and Conservation Code Report date: 06/18/19 Data filename: C:\Users�sarc\Documents\REScheck\filled in format.rck Page 1 of i • low Above-Grade Wall 30.00 Below-Grade Wall 0.00 Floor 60.00 Ceiling/Roof 60.00 Ductwork(unconditioned spaces): IM Window 0.29 0.31 Door M�c • 0 B • • Heating System: Cooling System: Water Heater: Name: Date: Comments REVISIONS: SPECIFICATIONS 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. COPPER, "K" TYPE, WITH 1 /2" BRANCHES TO ALL FIXTURES. PIPES LOCATED 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. != i� INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE 35-Y Ln 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL FEB 0 6 2020 (3 l� LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. j U W - 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, {W- _ ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. - z aw 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THEy I 9 � 1 = Q 5low . ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS U U (210 HfLO�KORY ® t� i DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. O z ®.1140UO"""HOLD N IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL 37. PAINTER AT COMPLETION SHALL CLEAN DOWN ALL WOODWORK Q w RESPONSIBILITY. FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY ' Q J 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN > AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. Q 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. < z m 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND z It NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING z U x0 CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY a/ CD YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH OWNER. = W JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO Q � O INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF Q �- N/F SCHR❑EDER 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), N/F SCHLICHTER/SCOCOZZZ CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. 9.N440 1210011E SPECIFICATIONS ING OORSVIICENON VEERSAH SHALESEDLRBEI FURNISHEDE EAND PERFORMEDSAS ACCORDANAWNGS BUT MNTIONED IN THEE 41 . ALL CE WITHTAND MANUFACTURIAL ERSFURNISHED SPECIFICAT SPECIFICATIONS. BE INSTALLED IN W1 - .. _ � 50. 28' THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN zzC6 F go - 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR, WITHOUT UNHEATED SPACES TO BE INSULATED. ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY - 1 1 WORKMANSHIP OR INFERIOR MATERIALS. AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. 11J - 1 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. U p [� zo N EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. z Q w - GENERAL NOTES: uJ 0 - V CV NNI F-112. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW p ry - z AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. z 1 1 = EMPLOYEES. ¢ 1 U 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. LL_1 0 Exlsrc coNc. 1 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR � STEPS TO BE PROPOSED EXIST'G CHI EY (n � �L p ¢ REMOVED =a WOOD DECK NUE TO BE BOXED z OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN U 0 -i 40.2' W OWNER. TOTAL FEET VENTILATION AREA. _ 70.2' 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND W = �- 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL O � Z 1 LL_ UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION SPACE INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" N o EXIST'G ONE-STORY 1 DURING ALL STAGES OF WORK. / 0 • 1 06 RESIDENCE o 1 z VERTICALLY. � � � 1 N (UNDER SEPARATE HOUSE N 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNIC EAVES HALL BE FIRE-STOPPED AT CD APPLICA�I❑N) INTERVALS OF NOT MORE THAN --20 FEET. '7 REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE Q 38.9' 23,1' 1. 6.4 40 7' GARAGE DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND S . 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF HALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF 1 lLJ 1 BSI`` WALK 1 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. AT FINAL GRADING. 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE O O 3 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER Ln -� DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN LO Lo PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH FRAMING NOTES AND WOOD SPECIFICATIONS: 0 1 I 3 N WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT STRUCTURAL Q N J CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 �' ) Fb FOR REPETITIVE z 1.3' WELL 3 0o C17 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. z I- C' COVER LINE? .. THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF nmmnmm� 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER O O 150.00' LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND i - N47044120"W THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS. Q W TIE= 233,45' 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR I- p z IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. z U_j HICKORY ROAD OTHER ADEQUATE MEANS. 4. USE SIMPSON, METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. W 0 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. p J 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD d/ MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. W w PLOT PLAN ARE CONDITIONSR ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER � z O SCALE: 1 " = 20'-0" 22. MAIN SILLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. INDICATED ON DRAWINGS. 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. FROM QUUOIL BBEESHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO REFER TO STANDARD STRAPPING DETAILS. 94. SAlLARTERIOR SHEATING TO BE 1 /29' "CDX" OR 1 /299 EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. DRAWN: A.L 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 2" MINIMUM CHECK: J. SBAGLIA THAT MAY BE REQUIRED BY OTHER TRADES. / 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" SCALE: AS NOTED 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. DATE: 07/20/2019 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE SEA ---P.ED 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 /2" GYPSUM WALLBOARD STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. � R°'aA FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR `St�. K COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. 12. ALL W 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. �A 0 ' (5) SHELVES. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. ACCORDANCE WITH AWPA STANDARDS. ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE SHEET NUMBER: WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITU17ED.BldgDeptcopyfromZBA NOTE: SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. Final reviewed documents NOTE: ZBA File# '7, b NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING PLANS TO FOLLOW 2016 UNIFORM CODE Date: / a / a DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION REVISIONS: TH 22'-0n �DECK RAIL POST & RAIL FEB 0 6 2020 T-1" 7'-2" 7'-1" 3'-6" HIGH TO CODE I m: STATE CODE R311 & R312 EXIST'G HOUSE ? Z" NEW 12 DIAM. _ SONOTUBE CONC. FILLED - - - - - - - - - - - - - - - - .1 (UNDER SEPARATE o NEW WOOD DECKING ON I I "' __ APPLICATION) - --- ----------- --------- 2x8 ACQ DECK JSTS 16" O.C. (2)2x10 ACQ (2)2x10 ACQ (2)2x10 ACQ •, _ L NEW 6'-0" ANDERSEN NEW CONC. SIMPSON H1 1.25" x 20 GAUGE GALV 111 1 1 r=r SLIDING DOOR FWG6068L I- ' ' M PAD ABOVE HURRICANE TIE DOWN OR " (UNDER SEPARATE HOUSE USP LFTA6 CONNECTORS ® 16 O.C. APPLICATION) r l UJ - LINE OF NEW WOOD o EXIST'G 3-6" HIGH RAILING A U (— DECK ABOVE I I" C' " cr I I I I = (2) 2x8 ACQ GRDR PM BALUSTERS TO CONFORM W/ W = }- _ 'x U =1 0 STATE CODE R311 &R312 Z "' of I N »°x° NEW WOOD DECK a o N I ( M U i I i M (UNDER SEPARATE _ U A�� co I I SIMPSON A8W GALV BASE APPLICATION) NEW 12X22 WOOD DECK W/ x, e I w 1 2" AB ® 12" EMBEDMENT 2x8 ACQ DJ ® 16 O.C. 1 `J � U --- I - J PITCH TO DRAIN n O lLJ EXIST'G CONC. STEPS L7i----� Z ABOVE TO BE REMOVED I I I in FIN GRADE VARIES EXIST'G FIN. FLOOR W d2x8 DECK JOIST ELEV. f 2'-3" (V.I.F) Q I EXI3T'G N ---.`�2�2x10 JLCQ -�----- I - - - -� " a CRAWL SPACE - +I -� FIN GRADE UI - 12 DIAM SONOTUBE e Z (UNDER SEPARATE -= -lil - - - - I APPLICATION) :°L;IIITiITIIIIITIiTIIITIITi- d- � NEW 12" DIAM. SONOTUBE `' "-1 -1Tl=i it=i li=l l- 1 ,IT IIIc CONC. FILLED J J z _II_I11=L 1=1 L–J Q x LL1 a FIl�lll I I-1 I I •. z U EPLLJ (UNDER SEPARATE APPLICATION) I 12" DIAM r O ( � LL y I I UNG CRAWL SPACE SLAB ON GRADE) Q (UNDER SEPARATE APPLICATION) (NO CHANGE) SECTION "A" AT REAR DECK SONOTUBE BELL FTG . & FOUNDATION PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" DECK DETAIL NTS W - z � m A Q Al W O - OL — 22'-0" 5-4" 5'-4" 5-4" 5'-4" V ) z O q Li WOOD POST ° U -I NEW 36" HIGH RAILJNGS ° O & BALUSTERS TO o = USE SIMPSON _ L CONFORM W/ STATE M d ABA44 COL. CODE R311 & R312 BASE OR EQ. .•• _ QD U O PROPOSED 14'x22' FOOTING '• ' ' - (n EXIST'G CONC. STEPS o o WOOD DECK o 6 (SEE PLAN - -- - 3'- " HIGH RAILING & • & PLATFORM TO BE 1 1 i FOR SIZE Simpson Strong-Tle E rG BALUSTERS TO CONFORM W/ REMOVED "' - ABA44 �� STATE CODE R311 & R312 BOX OUT EXIST'G FLUE WITHIN (UNDER SEPARATE_ EXIST'G PATIO DOOR ---, NEW 2'-0"x2'-0" ENCLOSURE APPLICATION) TO BE REMOVED. ---J (UNDER SEPARATE APPLICATION) 2'-0" I I I I I I - (UNDER SEPARATE o I I '� '� HOUSE APPLICATION) 1 I =1 i i I i 1 2x8 ACQ DJ ®0 6D O.C. W/ —� o �o ° ° I o I 1 PITCH TO DRAIN - _ —_ - ---- N �° ° ° I ° I N 0 0 0 o i o 1 o i 1 FIN I GRADE BATHROOM ----------- NEW 6-0 SLIDING DOOR ( I I �� (UNDER SEPARATE APPLICATION) NEW WOOD STEPS WITH HANDRAILS & 1 ' 1 IIII I ; I " POST TO CODE I I € I I I NEW 12DIAM. SONOTUBE (f I I I I CONC. FILLED J WC I L_J L_J L_J O I EX13T'G DMVG ROOM EXIST'G GARAGE z ~ I EXIST'G WCFM (UNDER SEPARATE APPLICATION) (UNDER SEPARATE APPLICATION) (UNDER SEPARATE APPLICATION) EPT44A CBQ44SDS2 RIGHT SIDE E L E VAT I O N Q Q o EXISTG MAS I J BMWOM71 SCALE: 1/4"=V-0" U � p-- A0 (UNDER SEPARATE APPLICATION) OSET I LLJ Q COLUMN BASE w v O FIRST FLOOR PLAN 2 0 z LL, _ SCALE: 1 4"=1'-0" SCALE:N.T.S. W U / COLUMN BASE: Attaches wood Q � �I post to concrete embedment to l� oL resist high uplift loads. C) LLQ n in 0 00 0 D_ � a- (L > O LLJ --- ----- — ----- — >� -- - _ .- -- --- = OX OUT EXIST'G FLUE -WITHIN NEW 2 ENCLOSURE. SIDING TO -0 x2-0 _ - - --- _ ---_-__ - _---- - --- ---��EXISTING HOUSE - -- - I I NG HOUSE - - -- - - -- --- - - =--CHANGES UNDER - I I -MATCH EXIST'G HOUSE - - - METAL -_ -SEPARATE APPLICATION- SIDING. CHANGES UNDER - --- - _ HANGER DRAWN: A.L _ I I - SEPARATE APPLICATION- - --- ---- -- _ _ CHECK: J. SBAGLIA I I -_ - --- --- - - - --- -- JOIST -�� EXIST'G SCALE: AS NOTED LEDGER --�= DATE: 07/20/2019 -NEW 6'-0" -- BOLTED TO 10 APPLICATION)RATE 5E RED��,c II BUILDING WALL I I- SLIDING DOOR II I� (UNDER SEPARATE I I -H I I III I III APPLICATION) If EXISTING HOUSE , CHANGES UNDER I T----36' HIGH RAILING & - SEPARATE APPLICATION-- BUILDING WALL N _ ,:. I I 'O -BALUSTERS TO CONFORM W/ FIN GRADE �, �102A15 EXSTING SIDING TO STATE CODE R311 & R312- I - I I - --- - -- ---- - � ''��� 44 '� ("� ' 1LEDGER DETAIL NEW 12'X22' WOOD DECK W/ 3 L_J -� Bid ° SHEET NUMBER: 2x8 ACQ DJ ® 16" O.C. Final relitewed from GRADE SCALE:N.T.S. g copy from ZBA ts ZBA File# 73 REMOVE EXIST'G GARAGE DOOR. = = ; i I ; Date: RELOCATE TO NEW LOCATION. ; 12SONOTUBE CONIC. FILLED AND PATCH WALL TO I I LEFT SIDE ELEVATION MATCH EXIST'G SIDING L_J REAR ELEVATION SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" REVISIONS: TABLE 401 .4. 1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2( 1 ) CLASS OF MATERIAL LOAD-BEARING PRESSUR i ^ pounds per square foot GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER Crystalline bedrock 12,000 FEB 0 6 2020 SNOW DESIGN WEATHERING FROST LINE TERMITE UNDERLAYMENT FLOOD 1 pound - 4.45 N. LOAD SPEED (MPH) CATEGORY DEPTH REQUIRED HAZARDS Sedimentary and foliated rock 4,000 R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R905.2.7.1 a. Elevated garage floors shall be capable of supporting a 2,000-pound load Sandy gravel and/or gravel (GW and GP) 3,000 applied over a 20-square-inch area. Ln MOD. TO � U � 20 PSF 110 MPH C SEVERE 36" HEAVY REQUIRED N/A Sand, silty sand, clayey sand, silty gravel and clayey gravel b. Applies to attic spaces meeting the requirements in Section 2,000 R802.4.1 for _ (SW, SP, SM, SC, GM and GC) conventional ceiling joists and Section R802.10.7 for trusses. Attics without U w� storage are those where the maximum clear height between joist and rafter is W = Clay, sand clay, silt clay, clayey silt, silt and sand silt less than 42 inches, or where there are not two or more adjacent trusses with TABLE 3 . 1 NAILING SCHEDULE y y y y y y y y 1,500b - z REF: 2001 WOOD FRAME CONSTRUCTION MANUAL (Cl, ML, MH and CH) the same web configuration capable of containing a rectangle 42 inches high by L Q 2 feet wide, or greater, located within the plane of the truss. For attics without U u- U NUMBER OF TABLE 402.2 MINIMUM SPECIFIED storage, this live load need not be assumed to act concurrently with any other � 0 w JOINT DESCRIPTION COMMON NAILS NAIL SPACING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENGTHa(fc) live load requirements. Q W z Weathering potential c. Individual stair treads shall be designed for the uniformly distributed live load J ROOF FRAMING TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe or 300-pound concentrated load acting over an area of 4 square inches, Ut Ir- RAFTER TO TOP PLATE (TOE-NAILED) 2-8d PER RAFTER whichever produces the greater stresses. Q U) m Basement walls, foundations and other concrete not exposed to the weather 2,500 29500 2,500c CDz CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-8d PER JOIST d. A single concentrated load applied in any direction at any point along the z CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 3- 16d EACH LAP Basement slabs and interior slabs on grade, except garage floor slabs 2,500 2,500 2,500c top. Q X CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3- 16d EACH LAP Basement walls, foundation walls, exterior walls and other vertical z a/ ED COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE concrete work exposed to the weather 2,500 3,0004 3,0004 e. See Section R502.2.1 for decks attached to exterior walls. O � O BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END Porches, carport slabs and steps exposed to the weather, f. Guard in-fill components (all those except the handrail) balusters and panel Q a RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END and garage floor slabs 2,500 3,000d,e,f 3,500d,e,f fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to For SI: 1 pound per square inch = 6.895 kPa. act concurrently with any other live load requirement. WALL FRAMING a. Strength at 28 days psi. b. See Table R301.2(1) for weathering potential. g. Applies to attic spaces not meeting the requirements for storage per TOP PLATE TO TOP PLATE (FACE-NAILED) 2- 16D PER FOOT C. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in footnote b. See Section R802.4.2 for conventional ceiling joists and Section TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4- 16D JOINTS EACH SIDE accordance with Footnote d. R802.10.6 for trusses. For attics with limited storage and constructed with STUD TO STUD (FACE-NAILED) 2- 16D 24" 0.C. d. Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more trusses, this live load need only be applied to those portions of the bottom than 7 percent. chord of not less than two adjacent trusses with the same web configuration HEADER TO HEADER FACE-MAILED) 16D 16" O.C. ALONG EDGES 9 W - „ " e. See Section R402.2 for maximum cementitious materials content. containing a rectangle 42 inches (1067 mm) high or greater by 2 feet (610 U TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2x4 STUD f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less mm) wide or greater, located within the plane of the truss. The rectangle shall z Q 3-16D PER 2"x6" STUD than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. fit between the top of the bottom chord and the bottom of any other truss LU 0 - 4-16D PER 2"x8" STUD member, provided that each of the following criteria is met: - BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2- 16D 1,2 PER FOOT TABLE 602A2 ( SSTD 10 - 99 ) 1. The attic area is accessible b a pull-down stairway or framed opening in z OR BLOCKING (FACE-NAILED) 23 Y P Y P 9 W O DESIGN WIND LOAD FOR 5WINDOWS AND DOORS (psf) ' IN BUILGDINGS accordance with Section 807.1; and � 0 FLOOR FRAMING WITH A MEAN ROOF HEIGHT (MRH) O,F 30 FEET W� BASIC WIND SPEED OF 110 mph 2. The truss shall have a bottom chord pitch less than 2: 12. U O JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST ZONE 1 ALL ZONES INTERIOR ZONE EXTERIOR ZONE w o = h. Attic spaces served by a fixed stair shall be designed to support the ISI BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END SIZE OF WINDOW 4 minimum live load specified for sleeping rooms. Q BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END OR DOOR, A (SQ. FT.) POS (+) NEG (-) NEG (-) LO BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16fa EACH BLOCK 0 < A < 25 39 -39 -4 i. Glazing used in handrail assemblies and guards shall be designed with a safety 5 factor of 4. The safety factor shall be applied to each of the concentrated LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 25 S A < 50 37 -38 -42 loads applied to the top of the rail, and to the load on the in-fill components. JOIST ON LEDGER' TO BEAM (TOE-NAILED) 3-8D PER JOIST 50 < A < 100 35 -37 -40 These loads shall be determined independent of one another, and loads are BAND JOIST TO JOIST (END-NAILED) 3- 16D PER JOIST assumed not to occur with any other live load. BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2-16D 1 PER FOOT 100 < A < 200 .34 -36 -38 FOR MORE INFORMATION 200 <-A 32 -35 -36 ROOF SHEATHING SEE TABLE 3.10 OF THE WFCM 1995 HIGH WIND ED. 1. THE "EDGES STRIP" (E) IS LOCATED IN THE CORNERS OF THE STRUCTURE AND EXTENDS HORIZONTALLY FROM THE R301.7 Deflection. The allowable deflection of any structural member under STRUCTURAL PANELS 8D 4„O.C . @ GABLE RAKE O.H CORNERS IN EACH DIRECTION A DISTANCE EQUAL TO 10 PERCENT OF THIS LEAST HORIZONTAL DIMENSION OF THE the live load listed in R301.4 and R301.5 shall not exceed the values in 6 O.C. @ PANEL EDGE BUILDING BUT NOT LESS THAN 3 FEET. ALL AREAS NOT WITHIN THE "EDGE STRIP" ARE CONSIDERED TO BE IN THEz DIAGONAL BOARD SHEATHING 12"O.C. © PANEL FEILD "INTERIOR ZONE" (W). Table R301.7. TABLE 301 . 7 0 1 "X6" OR 1 "X8" 2-81) PER SUPPORT 2. MINIMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHEN THE ROOF SLOPE IS LESS THAN OR F- 1 "X10" OR WIDER 3-8D 11 PER SUPPORT EQUAL TO 10 DEGREES (A < 10'). ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. LLJ 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUN POSITIVE AND NEGATIVE PRESSURES. ALLOWABLE CEILING SHEATHING f- w STRUCTURAL MEMBER DEFLECTION __J 5. MEAN ROOF HEIGHT SHALL BE DETERMINED IN ACCORDINANCE WITH FIGURES 102A, 102B AND 102C. Q -► GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD 6. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 104A. RAFTERS HAVING SLOPE GREATER THAN U 1� z z TABLE 3 01 . 5 3/12 W/ NO FIN. CEILING ATTACHED TO RAFTERS L/180 LU 0 z Q WALL SHEATHING o FLI w MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS INTERIOR WALLS AND PARTITIONS H/180 cL p STRUCTURAL PANELS 8D 6" EDGE / 12" FIELD FLOORS AND PLASTERED CEILINGS L/360 X O FIBERBOARD PANT=LS USE LIVE LOAD 40- 7/16 6D3 3" EDGE / 6" FIELD ATTICS WITH LIMITED STORAGE g'h 20 ALL OTHER STRUCTURAL MEMBERS L/240 (/ 25/32" 8D3 3" EDGE / 6" FIELD b EXTERIOR WALLS W/ PLASTER OR STUCCO � H/360 � GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD ATTICS WITHOUT STORAGE 10 FINISH w HARDBOARD 8D PER SUPPORT DECKS e 40 EXTERIOR WALLS-WIND LOADS a WITH z BRITTLE FINISHES L/240 PARTICLE PANELS 8D - DIAGONAL BOARD SHEATHING 1 "X6" OR 1 "X8" 2-8D PER SUPPORT EXTERIOR BALCONIES 60 EXTERIOR WALLS-WIND LOADS a WITH L/120 1 "X10" OR WIDER 3-8D PER SUPPORT FIRE ESCAPES 40 FLEXIBLE FINISHES DRAWN: A.L. CHECK: J. SBAGLIA FLOOR SHEATHING GUARDRAILS AND HANDRAILS d 200 NOTE: L = span length, H = span height. SCALE: AS NOTED DATE: 05/3 1/2019 STRUCTURAL PANELS GUARDRAILS INFILL COMPONENTS f 50 a. The wind load shall be permitted to be taken as 0.7 times SEA the Component and Cladding loads for the purpose of �1 1 " OR LESS 8D 6" EDGE / 12" FIELD a a the determining deflection limits herein. ; . � �,, GREATER THAN 1 9P 10D 6" EDGE / 6" FIELD PASSENGER VEHICLE GARAGES 50 DIAGONAL BOARD SHEATHING b. For cantilever members, L shall be taken as twice the length of the ROOMS OTHER THAN SLEEPING ROOMS 40 }. t 1 "X6" OR 1 "X8" 2-8D PER SUPPORT cantilever. �.. 1 X10 OR WIDER 3-8D PER SUPPORT SLEEPING ROOMS 30 c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers, not supporting edge of glass or sandwich 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 STAIRS 40 c panels, the total load deflection shall not exceed L/60. For sandwich panels ©� �s `.• INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL used in roofs or walls of sunroom addition or patio covers, the total load SHEET NUMBER: BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. For SI: 1 pound per square foot = 0.0479 kN/m2, deflection shall not exceed L/120. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED 1 square inch = 645 mm2, '0W w1ft, Final reviewed Date: / / 'do ants TO 1-16D NAIL PER FOOT. Bldg Dept copy from zBA 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. ZBA File# '7 5 } � REVISIONS: SPECIFICATIONS 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. COPPER, "K" TYPE, WITH 1 /2 99 BRANCHES TO ALL FIXTURES. PIPES LOCATED 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. to INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL I LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. Q) W - 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, _ ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.pkJT �- z 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE _ 9 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS U U �mHOL" D Fq T 0Um' � KORV w" O H ' Ef L DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. 0 W '74o © ® IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, w z RESPONSIBILITY. FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY Q J 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK INAND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. Q z m 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND z -q- NEVERTHELESS, NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST MADE READY FOR FINISHING AND SHALL RECEIVE ONE 1 PRIMING � Q x CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING ( ) CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY z a m YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH OWNER. = w O JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO Q INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF CL N/F SCHR❑EDER 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), N/F SCHLICHTER/SCOCOZZZ CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN _ N4401 2'00Ti SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. N o" - -- - - 1 0. 28 THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN zz - 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR, WITHOUT UNHEATED SPACES TO BE INSULATED. 0 C3 ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY - 1 1 WORKMANSHIP OR INFERIOR MATERIALS. AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. W - 1 N 1 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. U p cn N EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. Z Q d> W - GENERAL NOTES: uJ O - 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW p R/ - z AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. >-- F EMPLOYEES. W O z Q 1 4 U 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. EXIST'G cork. PROPOSED EXIST'G CHI EY 1 U 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR [L/ v p REMOVED U STEPS TO BE J =a WOOD DECK FLUE TO BE BOXED z OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN -1 I" 40.2 bi OWNER. TOTAL FEET VENTILATION AREA. W L 0 70,2' 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND �- 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL IN O z 1 Li- UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION SPACE/INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" (\ � o EXIST'G ONE-STORY 1 DURING ALL STAGES OF WORK. Q 11 0 1 RESIDENCE ,. o z VERTICALLY. J N (UNDER SEPARATE HOUSE c APPLICATION) 1 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT co'7" REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET. 389' Jk 231' 1 6.4' 40.7 GARAGE DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF 1 1 I 1 CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. � LU 1 1 - AT FINAL GRADING. 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE 0 017. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER 7 DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN 1Lo W 1 PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH FRAMING NOTES AND WOOD SPECIFICATIONS: z 4 0 0 0 0 WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF N 1 W 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 OR SELECT STRUCTURAL Q 1 3 1 N CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE �- 1- PL Z 1.3' w 3 WELL o zn 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,6009000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. z f- O (OVER LINE) _ _ THE PLOT BY REMOVING ALL BRICKBATS CHUCK OF CEMENT PIECES OF 0 Q �' �- LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER .-. .. 150.00' - N4704412011W THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS. p I TIE= 233.45' 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. z U-i HICKORY ROAD OTHER ADEQUATE MEANS. 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. W 0 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. p 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD c MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. Q W PLOT PLAN ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER HEADER Icz w CONDITIONS. SCALE: 1 '9 20'-0" 22. MAIN SILLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. = INDICATED ON DRAWINGS. 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. FROM UUOIL RREESHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO REFER TO STANDARD STRAPPING DETAILS. N. SAQQILABTERIOR SHEATING TO BE 1 /2 99 "CDX" OR 1 /299 EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. DRAWN: A.L 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 2" MINIMUM CHECK: J. SBAGLIA THAT MAY BE REQUIRED BY OTHER TRADES. 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" SCALE: AS NOTED 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. DATE: 07/20/2019 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE SEA t���>D ��c 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 /299 GYPSUM WALLBOARD STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. a`� FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR - COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. (5) SHELVES. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. ACCORDANCE WITH AWPA STANDARDS. ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE SHEET NUMBER: WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. NOTE: NOTE: SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING PLANS TO FOLLOW 2016 UNIFORM CODEO� ' , � DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION REVISIONS: 22'-0" 5-4" 5'-4" 5-4" 5-4- NEW 12" DIAM. SONOTUBE CONIC. FILLED DECK RAIL POST & RAIL I ( _ _ _ _ __ _ __ 3'-6" HIGH TO CODE = 12 (2)2x8 ACID (2) 2x8 ACQ (2)2x8 ACQ (2)2x8 ACQ STATE CODE R311 & R312 I = 45 EXIST'G HOUSE U 10'-8" 10'-8" a I,I (UNDER SEPARATE = U < _ NEW WOOD DECKING ON I I '' APPLICATION) �, I a ^I ( "' 2x8 ACQ DECK JSTS 16" O.C. �v LO N N I ( NEW CONC. 2"x8" ACQ DJ I N I PAD ABOVE SIMPSON H1 1.25" x 20 GAUGE GALV NEW 6'-0" ANDERSEN 1®6 O.C. 'N ' - SLIDING DOOR WG6068L IT ` HURRICANE TIE DOWN OR (UNDER SEPARATE HOUSE I- U - LINE OF NEW WOOD I I USP LFTA6 CONNECTORS ® 16' O.C. i W - I I � APPLICATION) U DECK ABOVE . I U ¢ I I I BISTG 3'-6 HIGH RAILING & 11__l �r 1100 NEW WOOD DECK 00 �' I I DINING BALUSTERS TO CONFORM W/ _ }- X X I I I I (2) 2x8 ACQ GRDR 14 ABO I I I M ROOM STATE CODE R311 & R312 U Z I 'v (UNDER SEPARATE NEW 14'X22' WOOD DECK W/ Q Icy 2"x8" ACQ DJ L - J APPLICATION) U U EXIS1•G CONC. - - ' ¢ ®16 O.C. ' SIMPSON A8W GALV BASE 2x8 ACQ DJ ® 16" O.C. co STEPS ABOVE TO ( � o I I w/ 1/2" AB ® 12 EMBEDMENT PITCH TO DRAIN O LLJ . N . __ z BE REMOVED -J �n EXIST'G FIN. FLOOR W °O I I I4 I I N 0O I ( 1 1 FIN GRADE (VARIES) m -1 1 oo " 04 in ELEV. t 2'-3" V.LF = Q J N N 2x8 DECK JOIST ( ) N EXIM N — — "— — CRAWL SPACE FIN GRADE rr � ��2x10 ACQ LEDGER _ _____ � 12" DIAM SONOTUBE (UNDER SEPARATE I ; � I I 1 ; I III � V � � APPLICATION) " 1111 IIII ILIIco :� :; Co I ; ; I i ; 1 1 I ; ; I NEW 12" DIAM. SONOTUBE / I -- � I- I I I ( � :::�`::w��• :, L' 'J L' 'J L� 'J CONC. FILLED V , Q IIII I x U O LLT I z m EXIST'G GARAGE I O LU L O (UNDER SEPARATE APPLICATION) I 12" DIAM QWG CRAWL SPACE I I (SLAB ON GRADE) (UNDER SEPARATE APPLICATION) (NO CHANGE) - SONOTUBE BELL FTG & SECTION "A" AT REAR DECK . FOUNDATION PLAN SCALE: 1 /4"=1 '-0" SCALE: 1 /4"=1$-0"1 DECK DETAIL NTS A L _ 22'-0" Q W 5'-4" 5'-4" 5-4" 5'-4" O - C� � z NEW 36" HIGH RAILINGS--<---- AILINGS LLJ ^ & BALUSTERS TO L / 0 C) CONFORM W/ STATE `D WOOD POST i 0 I 0 U __j CODE R311 & R3120 �* 0 USE SIMPSON LU = _ PROPOSED x2ABA44 COL. ( N WOOD DECK O 2' BASE OR EQ. ..• O •. EXIST'G CONC. STEPS FOOTING & PLATFORM TO BE "Co (SEE PLAN 3'-6" HIGH RAILING & UJ REMOVED d I FOR SIZE) Simpson Strong-Tie BWG BALUSTERS TO CONFORM W/ EXIST'G PATIO DOOR ABA44 HOUSE STATE CODE R311 & R312 TO BE REMOVED. -- - BOX OUT EXIST'G FLUE WITHIN (UNDER SEPARATE (UNDER SEPARATE -- - NEW 2-0 x2-0" ENCLOSURE APPLICATION) HOUSE APPLICATION) _ —— — J (UNDER SEPARATE APPLICATION) 2'-0" , , NEW 2x8 ACQ 14'X22' ®0 6D O.C. -4- W / _- -4- o '° ° ° 1 i I ° i 1 PITCH TO DRAIN 0 0 1 1 CV I ° i I i FIN GRADE BATHROOM NEW 6'-0" SLIDING DOOR o ° , o z (UNDER SEPARATE APPLICATION) ' NEW WOOD STEPS I ; ; I I ; ; I I WITH HANDRAILS & IIII 1 1 1 1 1 1 1 1 O I III 1 ; 1 1 1 1 1 1 NEW 12" DIAM. SONOTUBE POST TO CODE I ' ' II ' ' I I ' ' I CONC. FILLED n WC 1 L_J I EXISEG DINING ROOM EXISTGARAGE I z Q QWG KITCHEN (UNDER SEPARATE APPLICATION) (UNDER SEPARATE APPLICATION) EPT44A CBQ44SDS2 RIGHT SIDE E L E VAT I O N Q Q o EXffrG MASTS I (UNDER SEPARATE APPLICATION) LU J BEDROOM SCALE: 1 /4y)=1 )-0l$ U p- -L4- (UNDER SEPARATE APPLICATION) 10SET Uj COLUMN BASE w o v O FIRST FLOOR PLAN 2 o a/ SCALE: 1 /4"=V-0" COLUMN BASE: Attaches wood SCALE:NTS wU post to concrete embedment to CL/ IU W resist high uplift loads. � Z Q LU OO O F- Q O °- w IV --J CL. W -BOX OUT EXIST'G FLUE SUB-FLOOR WITHIN NEW 2'-0"x2'-0" :EXISTING HOUSE i i —ENCLOSURE. SIDING TO _ EXISTING HOUSE METAL :CHANGES UNDER -MATCH EXIST'G HOUSE _ _ :SEPARATE APPLICAlIO - CHANGES UNDER HANGER DRAWN: A.L _ i i SIDING. SEPARATE APPLICATION CHECK: J. SBAGLIA JOIST i i EXISTG SCALE: AS NOTED LEDGER HOUR DATE: 07/20/2019 BOLTED TO . (UNDER SEPARATE _ i I I I II SLIDING DOOR APPLICATION) BUILDING WALL , EA -~ c (UNDER SEPARATE i i I II II APPLICATION) EXISTING HOUSE HLL CHANGES UNDER i 36 HIGH RAILING & SEPARATE APPLICATION BUILDING WALL FIN GRADE BALUSTERS TO CONFORM W/ STATE CODE R311 & R312DOING SIDING TO 1 1 1 1 1 1 1 1 I I I REMAIN. (NO CHANGE) 11 JU111LILUfill LEDGER DETAIL 1111 IIII I ' " ' � II ' I i NEW 14'X22' WOOD DECK W/ ► I II F-11 -1 1 2x8 ACQ DJ ® 16" O.C. E-N.T.S. GRADE � ­ _a7 SCALE- SHEET NUMBER: I ; ; I I ; 11 111 I � ; I Iii REMOVE EXISTG GARAGE DOOR. 1 1 1 1 IIII I I I I 1 1 1 1 1 1 1 RELOCATE TO NEW LOCATION. 1 1 1 1 IIII I I I I 1 1 1 1 1 1 1 1 NEW 12" DIAM. SONOTUBE LEFT SIDE ELEVATION CLOSE AND PATCH WALL TO 11 I Jill IIII 11 1 I I ' ; I CONC. FILLED REAR E L EVAT I O N MATCH EXIST'G SIDING L_J L_J L_J L_ I L_J SCALE: 1/4"=V-0" SCALE: 1 /4"=V-0" Kdad SPECIFICATIONS REVISIONS: 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. COPPER, "K" TYPE, WITH 1 /2 11 BRANCHES TO ALL FIXTURES. PIPES LOCATEDAP 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM PROVED AS NOT D FIR RT PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. DATE: B.P.# AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR FEE:3 BY: TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. NOTIFY BUILDING DEPA-RoENT AT Ln INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 765-1802 8AM TO 4PM FOR THE rTTMI33. WATER METER SUPPLY PIPE TO BE MINIMUM 1 DIAMETER. FOLLOMNG'INSPECTIONS: 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PER 1. FOUNDATION - TWO REQUIRED U LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. PERMITTED. FOR POURED CONCRETE U w 2. ROUGH - FRAMING & PLUMBING LL.J ~ 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVIC •, INSULATION _ ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 4. FINAL - CONSTRUCTION MUST - U z 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE BE COMPLETE FOR C.O. y I "77 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS ALL CONSTRUCTION SHALL MEET TH U '�H 0 LODIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. Q REQUIREMENTS OF THE CODES OF NE ry W "' OU"y D N RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. YORK STATE. NOT RESPONSIBLE FCS Q z 6" 21"qO HIL'O� KORY RD . ® IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, DESIGN OR CONSTRUCTION ERRORS. W RESPONSIBILITY. FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY Q ~ RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN COMPLY WITH ALL CODES DF _' 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE NEW YORK STATE & TOWN C )D :S -� AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. AS REQUIRED AND CONDITIO JS JF U ~ 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. BA Q z co =� 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST %B .RDz CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING `�9 �t@� :g Z U Ox F CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY r _ CD YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH OWNER. Lu JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO OCCUPANCY OR O Q 0 INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), USE IS UNLAWFUL N/F SCHROEDER CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. WITH0U i CER i 1r- �t0A 7, N/F SCHLICHTER/SCOCOZZZ 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. OF OCCUPANCY N4401 210011E THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN tjl exterior lighting N .. 1 50. 28 ( ) UNHEATED SPACES TO BE INSULATED. installed,replaced cr 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE 1 YEAR, WITHOUT repaired shall conform 00 -- _ " - zz - ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY to Chapter 172 OO WORKMANSHIP OR INFERIOR MATERIALS. AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. of the Town Code 11J (�f m I 1 Ln 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. U Q 1 (� EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. PLUIV.BER CERTIFICATION z Q N GENERAL NOTES:- ON LEAD CONTENT BEFORE W O N - 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAWCERTIFICATE OF OCCUPANCY (-) R// - W LO AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. SOLDER USED IN WATER - >-- >-- NEW TEMPORARY EMPLOYEES. W I� z SUPPLYSYSTEM CANNOT 2 1 WOOD STEPS & I 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR . PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. EXCEED 2/10 OF 1% LEAD. 0 0 V% HAND RAILS TO 1 OWNER.OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN U CODE EXIST'G CONC. EXIST'G CHIM EY TOTAL FEET VENTILATION AREA. �� �1 � . _ STEPS & STOOP FLUE TO BE LLJ z F=a 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND �� ,!'NGW'ASTE.,, F-+ TO BE REMOVED -1 BOXED IN. 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES CRAWL A``-PtasIM N 0 40.2 UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION &WATER,LINESNEED)',, ,', 70,2' SPACE INHABITABLE BASEMENT SF ALL BE 20'-0" HORIZONTALLY, 8'-0" %�TIPIG 3EFOR GQVE910 . U DURING ALL STAGES OF WORK. V / _ _ ,._ . _. .. Q � VERTICALLY. J 0 1 c6 EXIST'G o 1 z 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT (Y� N ONE-STORY c6 1 Lit REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 2r, FEET. • RESIDENCE DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND ELECTRICAL. RI~� 7 \ GARAGE L SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF 1P�OYIaN REt�U 38.9' 23,1' 1. 6.4 4() 7, CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF �4 z 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. NEW PORTICO- ____ 1 AT FINAL GRADING. ROOF & COLUMNS _ ��z�: W��h 1 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE lLJ I = 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER _ EXIST'G STEPS & _ 0 0 0 PLATFORMW/ NEW SLATE 3 �, DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN FRAMING NOTES AND WOOD SPECIFICATIONS: TOP. EXIST'G BRICK WALK W _ PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH z Lo TO BE 8" BELOW 1ST STEP 4 G L� WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH N0. 2 OR SELECT STRUCTURAL Q - I o o I o CONSTRUCTION DEBRIS IN AN APPROVED MANNER. ( RAL GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE n (� I 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. �- 13' WELL w j " THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF z z a- oo LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER 0 O H COVER LINE " � , THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER S SPECIFICATIONS. 1- N47°44'2011W 150'001 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR Q TIE- c_33,45' IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. � 1W- Lu OTHER ADEQUATE MEANS. -� z � 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. c > 0 HICKORY ROAD 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. c 0 0 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD (V MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. Lu Lu PLOT PLAN ARE ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL 17-6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER HEADER z w CONDITIONS SCALE: 1 " = 20'-0" 22. MAIN SILLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. QD INDICATED ON DRAWINGS. 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. FROM QQUUOIL RREESHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO REFER TO STANDARD STRAPPING DETAILS. 94. SALLAEXTERIOR SHEATING TO BE 1 /2"_ "CDX" OR 1 /2 11 EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. DRAWN: A.L 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. 9, ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 2" MINIMUM CHECK: J. SBAGLIA THAT MAY BE REQUIRED BY OTHER TRADES. / 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" SCALE: AS NOTED 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. DATE: 07/21/2019 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE SEA, � n��� 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 /2" GYPSUM WALLBOARD STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. Ro�� FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINIGS OR r �► COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. ft44 (5) SHELVES. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE ACCORDANCE WITH AWPA STANDARDS. : , ` SHEET NUMBER: WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTE/Dfi - E 2 9 NOTE: NOTE: SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING PLANS TO FOLLOW 2016 UNIFORM CODE T. DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTIONf REVISIONS: TABLE 401 .4. 1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2W CLASS OF MATERIAL LOAD-BEARING PRESSUR pounds per square foot GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER Crystalline bedrock 12,000 SNOW DESIGN WEATHERING FROST LINE TERMITE UNDERLAYMENT FLOOD 1 pound = 4.45 N. LOAD SPEED (MPH) CATEGORY DEPTH REQUIRED HAZARDS Sedimentary and foliated rock 4,000 R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R905.2.7.1 a. Elevated garage floors shall be capable of supporting a 2,000-pound load Sandy gravel and/or gravel (GW and GP) 3,000 applied over a 20-square-inch area. Ln MOD. TO 20 PSF 110 MPH C SEVERE 36" HEAVY REQUIRED N/A Sand, silty sand, clayey sand, silty gravel and clayey gravel 2 000 b. Applies to attic spaces meeting the requirements in Section R802.4.1 for I- U (SW, SP, SM, SC, GM and GC) conventional ceiling joists and Section R802.10.7 for trusses. Attics without U W storage are those where the maximum clear height between joist and rafter is TABLE 37 . 1 NAILING SCHEDULE Clay, sandy clay, silty clay, clayey silt, silt and sandy silt less than 42 inches, or where there are not two or more adjacent trusses with 1,500b REF: 2001 WOOD FRAME CONSTRUCTION MANUAL (Cl, ML, MH and CH) the same web configuration capable of containing a rectangle 42 inches high by = Q � 2 feet wide, or greater, located within the plane of the truss. For attics without U NUMBER OF TABLE 402.2 MINIMUM SPECIFIED storage, this live load need not be assumed to act concurrently with any other � O w 11 JOINT DESCRIPTION COMMON NAILS NAIL SPACING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENGTHa(f'c) live load requirements. Q w z Q � � Weathering potential c. Individual stair treads shall be designed for the uniformly distributed live load J ROOF FRAMING TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION -� Negligible Moderate Severe ora 300-pound concentrated load acting over an area of 4 square inches, QD whichever produces the greater stresses. z �- RAFTER TO TOP PLATE (TOE-NAILED) 2-8d PER RAFTER Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500c - m CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-8d PER JOIST d. A single concentrated load applied in any direction at any point along the z to Basement slabs and interior slabs on grade, except garage floor slabs 2 500 2 500 2 500c z U XO CEILING JOIST TO PARALLEL RATTER (FACE NAILED) 3- 16d EACH LAP � � � p. CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3- 16d EACH LAP Basement walls, foundation walls, exterior walls and other verticalm concrete work exposed to the weather 2,500 3,000d 3,000d e. See Section R502.2.1 for decks attached to exterior walls. = w COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE O O BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END Porches, carport slabs and steps exposed to the weather, f. Guard in-fill components (all those except the handrail), balusters and panel P- RIM BOARD TO RAFTER (END-NAILED) 2- 16D EACH END and garage floor slabs 2,500 3,000d,e,f 3,500d,e,f fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to WALL FRAMING For SI: 1 pound per square inch = 6.895 kPa.a. Strength at 28 days psi. act concurrently with any other live load requirement. 1 b. See Table R301.2(1) for weathering potential. g. Applies to attic spaces not meeting the requirements for storage per TOP PLATE TO TOP -PLATE (FACE-NAILED) 2- 16D PER FOOT c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in footnote b. See Section R802.4.2 for conventional ceiling joists and Section TOP PLATES AT INTIERSECTIONS (FACE-NAILED) 4- 16D JOINTS EACH SIDE accordance with Footnoted. R802.10.6 for trusses. For attics with limited storage and constructed with STUD TO STUD (FACE-NAILED) 2- 16D 24" O.C. d. Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more trusses, this live load need only be applied to those portions of the bottom HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES than 7 percent. chord of not less than two adjacent trusses with the same web configuration LU e. See Section R402.2 for maximum cementitious materials content. containing a rectangle 42 inches (1067 mm) high or greater by 2 feet (610 U (-) � TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2- 16D PER 2 x4 STUD f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less mm) wide or greater, located within the plane of the truss. The rectangle shall z Q n 3- 16D PER 2"x6" STUD than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. fit between the top of the bottom chord and the bottom of any other truss LU O - 4- 16D PER 2"x8" STUD member, provided that each of the following criteria is met: Q oZ - BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2- 16D 1'2 PER FOOT TABLE 6 0 2 A 2 ( SSTD 10 - 9 9 ) 1. The attic - z OR BLOCKING (FACE_-NAILED) c area is accessible by a pull-down stairway or framed opening In LU O DESIGN WIND LOAD FOR SWINDOWS AND DOORS (psf)2,1 IN BUILGDINGS accordance with Section 807.1; and 0 FLOOR FRAMING WITH A MEAN ROOF HEIGHT (MRH) OF 30 FEET W� BASIC WIND SPEED OF 1 10 mph 2. The truss shall have a bottom chord pitch less than 2:12. U O JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST ZONE 1 ALL ZONES INTERIOR ZONE EXTERIOR ZONE W C h. Attic spaces served by a fixed stair shall be designed to support the (� D BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END SIZE OF WINDOW 4 POS (+) NEG (-) NEG (-) minimum live load specified for sleeping rooms. J O BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END OR DOOR, A (SQ. FT.) to i. Glazing used in handrail assemblies and guards shall be designed with a safety CD BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3- 16D EACH BLOCK 0 < A < 25 39 -39 -45 factor of 4. The safety factor shall be applied to each of the concentrated • LEDGER STRIP TO BEAM (FACE-NAILED) 3- 16D EACH JOIST 25 < A < 50 37 -38 -42 loads applied to the top of the rail, and to the load on the in-fill components. JOIST ON LEDGER 1-0 BEAM (TOE-NAILED) 3-8D PER JOIST These loads shall be determined independent of one another, and loads are BAND JOIST TO JOIST (END-NAILED) 3- 16D PER JOIST 50 < A < 100 35 -37 -40 assumed not to occur with any other live load. BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2- 16D 1 PER FOOT 100 < A < 200 34 -36 -38 FOR MORE INFORMATION 200 <_A 32 -35 -36 ROOF SHEATHING SEE TABLE 3.10 OF THE WFCM 1995 HIGH WIND ED. 1. THE "EDGES STRIP" (E) IS LOCATED IN THE CORNERS OF THE STRUCTURE AND EXTENDS HORIZONTALLY FROM THE R301.7 Deflection. The allowable deflection of any structural member under STRUCTURAL PANELS 8D 4„O.C. © GABLE RAKE O.H CORNERS IN EACH DIRECTION A DISTANCE EQUAL TO 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OF THE the live load listed in R301.4 and R301.5 shall not exceed the values in 6 O.C. @ PANEL EDGE BUILDING BUT NOT LESS THAN 3 FEET. ALL AREAS NOT WITHIN THE "EDGE STRIP" ARE CONSIDERED TO BE IN THE Table R301.7. DIAGONAL BOARD SHEATHING 12"O.C. © PANEL FEILD "INTERIOR ZONE" (W). TABLE 301 . 7 1 ))X6)$ OR 1 1)X8" 2-8D PER SUPPORT 2. MINIMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHEN THE ROOF SLOPE IS LESS THAN OR 1 "X10" OR WIDER 3-8D PER SUPPORT EQUAL TO 10 DEGREES (A < 10'). ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Z 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. - CEILING SHEATHING 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUN POSITIVE AND NEGATIVE PRESSURES. STRUCTURAL MEMBER ALLOWABLE O0 W 0) 5. MEAN ROOF HEIGHT SHALL BE DETERMINED IN ACCORDINANCE WITH FIGURES 102A, 102B AND 102C. DEFLECTION Q Q GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD 6. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 104A. TABLE 301 . 5 RAFTERS HAVING SLOPE GREATER THAN L/180 w � Z z 3/12 W/ NO FIN. CEILING ATTACHED TO RAFTERS z Lu WALL SHEATHING MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS H 180 O INTERIOR WALLS AND PARTITIONS / STRUCTURAL PANEL'S 8D 6" EDGE / 12 FIELD 00 o O FLOORS AND PLASTERED CEILINGS L/360 FIBERBOARD PANEL`. USE LIVE LOAD U rZ/ h ALL OTHER STRUCTURAL MEMBERS L/240 Lu 7/16 6D3 3" EDGE / 6" FIELD ATTICS WITH LIMITED STORAGE g' 20 25/32" 8D3 3" EDGE / 6" FIELD z b EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD ATTICS WITHOUT STORAGE 10 FINISH HARDBOARD 8D PER SUPPORT PARTICLE PANELS 8D PER SUPPORT DECKS e 40 EXTERIOR WALLS-WIND LOADS a WITH L/240 DIAGONAL BOARD SHEATHING BRITTLE FINISHES EXTERIOR BALCONIES 60 1 "X6" OR 1 "X8" 2-8D PER SUPPORT EXTERIOR WALLS-WIND LOADS a WITH 1 "X10" OR WIDER 3-8D PER SUPPORT FIRE ESCAPES 40 FLEXIBLE FINISHES L/120 DRAWN: A.L. CHECK: J. SBAGLIA FLOOR SHEATHING GUARDRAILS AND HANDRAILS d 200 I NOTE: L = span length, H = span height. SCALE: A5 NOTED DATE: 07/2 1/2019 STRUCTURAL PANELS GUARDRAILS INFILL COMPONENTS f 50 I a. The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of G\S .0 ,�� 1 " OR LESS 8D 6" EDGE / 12 FIELD a a the determining deflection limits herein. �, Z�G �►��, GREATER THAN 1 " 10D 6" EDGE / 6" FIELD PASSENGER VEHICLE GARAGES 50 DIAGONAL BOARD SHEATHING b. For cantilever members, L shall be taken as twice the length of the / 1 "X6" OR 1 "X8" 2-8D PER SUPPORT ROOMS OTHER THAN SLEEPING ROOMS 40 cantilever. 1 "X10" OR WIDER 3-8D PER SUPPORT SLEEPING ROOMS 30 c. For aluminum structural members or panels used in roofs or walls of -- a� ar �44 sunroom additions or patio covers, not supporting edge of glass or sandwich - �' Or c 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 STAIRS 40 panels, the total load deflection shall not exceed L/60. For sandwich panels INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL used in roofs or walls of sunroom addition or patio covers, the total load For SI: 1 pound per square foot = 0.0479 kN m2, SHEET NUMBER: BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. P P q / deflection shall not exceed L/120. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED 1 square inch = 645 mm2, TO 1-16D NAIL PER FOOT. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS & ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED. FAILURE TO NOTIFY ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR NEW WORK PERFORMED. B EXIST'G CONC. STEPS NEW TEMPORARY A-3 CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TC LIGHTING CIRCUIT IN ACCORDANCE WITH & PLATFORM ABOVE I— — — — — WOOD STEPS ABOVE L(� CO NYS CODES -DETECTORS SHALL CONFORM TO U.L. 2034 STANDARDS TO BE REMOVED L — — —S — I I NEW #6 REBAR DRILLF-- I—— — — — — ——I & EPDXY TO EXIST'G r� w — SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL I —I — — FOUND. WALL LU v F— SD AND NYS CODE. _ - - - - - - - - - - - - - - - - - - - - - - - - - — — — - - I = rz EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) I I I I I I UP I ^ / 0 w _ LL1 N � I �� I Q w z FIXTURE NOTE: EXISI �-- —D ALL MAKE, MODEL, AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. I DOWN G CONC STEPS I ;� I I I Q J I DOWN TO CRAWL SPACE TO BE REMOVED. rr nn WINDOW NOTE: I WV LAUMXff I V (() F4=AWVE 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2CD I � /�, FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE "` ' " ' z TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) 00I U O 2. A DWELLING WITHIN 1 MILE OF THE COAST SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND I �cQ ��` lb I I DN I I z to PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A I J ( ( = lLJ PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. ( CUT NEW OPENIN NEW RELOCATED I O O INTO FOUND. WALL �' "' '' ' STEPS DOWN TO ft- 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED I FOR NEW RELOCATED — CRAWL SPACE MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE: THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 STEPSNEW OF THE RCNYS. - - - -C3— - - - - - - O - - - —o- - - - —�- - - - 3'-0" 3'-4" WALL &UFOOTING 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING I DOWN TO CRAWL g4" SPACE BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE I I '_ RCNYS. I I 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, S,4UNAS, STEAM ROOMS, BATHTUBS AND I EXI3TG CRAWL SPACE SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM I (NO CHANGE) EXIST'G GARAGE EXPOSED EDGE OF THE GLAZING IS LESS THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SAHLL BE IMPACT GLASS AS PER R308.4.5 OF THE FCNYS. I I I (SLAB ON GRADE) I I I I u--J - JOIST NOTE: ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. I I ( z LOADS USED IN CALCULATIONS: I I I [�, W O — ( I FIRST FLOOR 01360) LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF SECOND FLOOR (L/360) JLJ LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF _L J I� —J moo ATTIC STORAGE (L/360) I U J LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF ROOF (L/240) W = _ SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF ^ ' (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) 1 v O I � EXIST'G CONC. � f" � — STEPS ABOVE J O HEADER NOTE: r ALL EXTERIOR WALL HEADERS ARE TO BE (2) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5-0" SHALL HAVE A DBL. JACK — STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL SILL PLATE TYP. ALL LVL DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR 100%- 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. A PROPOSED FOUNDATION PLAN A� LUMBER NOTE: SCALE: 1 /4"=V-0" ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR—LARCH Na 2 (OR BETTER) W/ AN Fb OF 900 AND AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE PLACE OF 'CCA' z ALL JOIST HANGERS & LAG—BOLTS USED WITH 'ACQ' PRODUCTS SHALL Q J BE ZINC COATED TYP WALLS TO BE REMOVED z PROPOSED WALL O F— (3)2"X4" WD STUD EXISTING WALL ® CORNER TYP. Z Q LLJ Z EXISTING FOUNDATION WALL W .J U O SIMPSON HTT5 Z METAL HOLD O p w 8 EXISTING EXISTING DOORS / WINDOWS ' ' w O m .,•, z TW2 NEW DOORS / WINDOWS — O 14 SDS 1/4"X3" WD IN NEW STRUCTURAL WOOD POST SCREWS AS PER IN NEW STRUCTURAL WOOD POST ABOVE SIMPSON —- - - - — NEW BEAM BOTTOM PLATE STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMENTS SSTB20 ANCHOR BOLT DRAWN: A.L RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, TYP. AT HOEDOWN I A MOISTURE VAPOR RETARDER SHALL CHECK: J. SBAGLIA THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE F.J. SIZE AS PER PLAN WOOD POST ° ( ° °00 1 o 1 I ° SCALE: AS NOTED 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF I o ° o ° i THE RES. CODE OF NYS. SILL PLATE ° DATE: 07/2 I/20 19 II USE SIMPSON � �° i I THE PLUMBING SYSTEM SHALL I BE INSTALLED AS PER CHAPTERS I I ABA44 COL. I ° 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL (1) #4 REBAR I I BASE OR EQ. y SEAQ HAVE A FLAME SPREAD CLASSIFICATION IN SHEAR CONE-MIN. I THE ELECTRICAL EQUIPMENT AND OF NOT GREATER THAN 200 WITH A 12" LENGTH —x FOOTING • • ��� L�Pl �I WIRING SHALL BE INSTALLED AS SMOKE— DEVELOPED INDEX OFNOT P GREATER THAN 450 A5 PER SECTION 30" MIN. I I (SEE PLAN PER CHAPTERS 33-42 LL THE R315AND INSULATION SHALL HAVE A REBAR LENGTH FOR SIZE) RES. CODE OF NYS. Simpson Strong-Tie Ae FLAME SPREAD INDEX OF NOT GREATER ABA44 EPT44A CBQ44SDS2 _ THAN 25 W/ A SMOKE- DEVELOPED ANCHOR BOLT THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS WITHIN 12" OF V FOR OER HOTSECHVAC NAN1PIPES SHALLOF BE OF N BE AS PERSEC11ON R316 OF THE RES. CODE CORNER 2 COLUMN BASE �.ft' RES. CODE OF NYS. FOUNDATION WALL COLUMN BASE: Attaches wood post to concrete embedment SCALE-NT.S. THE MINIMUM INSULATION THICKNESS INTERIOR WALL COVERINGS SHALL BE FOR HOT WATER PIPES SHALL BE AS INSTALLED AS PER SECTION R702.3 to resist high uplift loads. SHEET NUMBER: PER SECTION N1103.4 OF THE AND EXTERIOR WALL COVERINGS SHALL RES. CODE OF NYS. BE INSTALLED AS PER SECTION R703.4 OF THE RES. CODE OF NYS. ETAL HOLD-DOWN/ UPLIFT ANCHOR ANCHORS SILL PLATE AND STUD TO CONCRETE SLAB SCh'N.T.S. REVISIONS: NOTE: EXISTING CONDITIONS AS INDICATED HAVE BEEN ESTABLISHED WITHOUT DIRECT ACCESS TO STRUCTURAL COMPONENTS & ROUGH FRAMING. CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY ONCE ROUGH FRAMING HAS BEEN EXPOSED SO THAT ACTUAL CONDITIONS MAY BE EVALUATED, FAILURE TO NOTIFY ARCHITECT WITHIN 72 HOURS IN WRITING INDICATES THE CONTRACTOR HAS TAKEN FULL RESPONSIBILITY AND IS LIBEL FOR I' J NEW WORK PERFORMED. EXIST'G CONC. STEPS ,t & PLATFORM TO BE A-3 6� In REMOVED NEW TEMPORARY — — WOOD STEPS & BOX OUT EXIST'G CARBON MONOXIDE DETECTORS SHALL BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT IN ACCORDANCE WITH HAND RAILS TO CO NYS CODES -DETECTORS SHALL CONFORM TO U.L. 2034 STANDARDS EXIST'G PATIO DOOR r— — — — CODE FLUE WITHIN NEW — LU — TO BE REMOVED. L. — — — — J WO' REMOVE & RELOCATE EMOVE EXIST'G GARAGE � REMOVE EXIST'G WALLENCLOSURE — & PATCH WALL WHERE I EXIST'G STAIRSDOWN DOOR. RELOCATE TO NEWREMOVE EXISTG WINDOW. NEEDED NEW CASEMENT I I TO CRAWL SPACELOCATION. PATCH WALL = };SMOKE DETECTORS SHALL BE INTERCONNECTED SINGLE STATION DEVICES IN ACCORDANCE WITH LOCAL PATCH WALL OPENING WINDOW TO FIT IN 4— OPENING AS NEEDED �--SD AND NYS CODE. -TMSc AS NEEDED -TRMS09— 7UNSO� NEXIST'G OPENING TWDH3046 U Q 71 LL_ U `1 NEW I 6'-0" NEW NEW B-6" SHS oa�l NEW 6'-0` ANDERSEN I ( / LINE OF EXIT"G O Lu Z EXHAUST FAN DUCTED TO EXTERIOR IN BATHROOMS (50 CFM MIN.) � � ® �i DW I SLIDING DOOR. FWG6068L +60 I +6 M I ROOF ABOVE W J NEW EXTENDED o �� I ( ( L l UP f- J BATFOOM i _1_ I I PROVIDE 5 OUTLET ALONG I Q _ BATHROOM WALL I KITCHEN BACK SPLASH WALL — — FIXTURE NOTE: I I /�- AKE MODEL AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. WC (REFER TO KITCHEN DESIGNER o NEW WOOD PLATFORM (( nn ALL M o o I I FOR SPECIFICATIONS) oo g'-O" 3'-0" 2'-6" & STEPS W/ RAILING V f— PROVIDE 2 USB E)(IST'G DINING 4" 5'-6" TO CODE NEW RELOCATED Q z m �� ��I GARAGE ENTRY WINDOW NOTE: E WG MASTB� 1. WINDOW DESIGNATIONS ARE ANDERSEN AND SHALL HAVE A MIN. DESIGN PRESSURE AS PER TABLE 602A2 BEDS CHARGER/OUTLETS ON ISLAND ROOM �+ I I DOOR X (REFER TO KITCHEN DESIGNER W D � I (� Q X FROM SSTD 10-99 (SHEET T-2). APPROVED EQUAL MAY BE SUBSTITUTED. ALL WINDOWS DESIGNATED AS I I I MW I I FOR LOCATION & SPECIFICATIONS) EGRESS WINDOWS SHALL COMPLY W/ RCNYS SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS. THE I - I �-�I U 0 f z TW3046 MEETS EGRESS REQUIREMENTS. (ANDERSEN 400 SERIES) aQ$� �r=,, I 1 a I I EXIST'G WALL TO BE PARTIALLY = � _- I II Iw / NEW 36"x65" ISLAND III REMOVED. PATCH FLOOR & NEW RELOCATED I LU 2. A DWELLING WITHIN 1 MILE OF THE COAST `SHALL ALSO CONFORM TO RCNYS SECTION R301.2.1.2 AND REMOVE EXIST'G CLOSE ___ I I I I Ic9 I ADJACENT WALLS WHERE NEEDED '° O � O PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A I co & DOORS REPLACE W/ BATH I I �n 1 I o STEPS DOWN TO PARTIALLY ENCLOSED BUILDING IN ACCORDANCE W/ THE BUILDING CODE OF NEW YORK STATE. a NEW SINGLE CLOSET WITH (��1LLTED JAG) IL` 1�- / IPROVIDE POWER DN �;, CRAWL SPACE W/ I Q (]_ x L__ J "`{{{"' BOTTOM CABINETS FOR TELECTMIN GUARD RAIL 3. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE W/ THE PUBLISHED I 6'0" DBL DOORS MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED AS PER SECTION R613.5.1 ® II DESIGNER FOR APPLIANCES (REFER TO KITCHEN OF THE RCNYS. I jDIM SPECIFICATIONS)OCATION & 6'-4Yioo on _n DIM 4. ALL WINDOW MULLIONS SHALL BE APPLIED UNLESS OTHERWISE DESIGNATED. ALL MULLIONS OCCURRING imd BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES SHALL CONFORM TO SECTION R613.6 OF THE � � Tom_— EXISTG NEW VAULTED CLG. NOTE: NEW RECONFIGURED KITCHEN: t IYode LINE OF ABOVE =� RCNYS. HALL EX�'G REFER TO KITCHEN DESIGNER FOR IN BATH. NEW 24x36 RIDGE ABOVE 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND (NO CHANGE) SKYLIGHT ABOVE CL UNDER COUNTER LIGHTING, C , SHOWERS. GLAZING IN ANT PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM o OUTLETS IC APPLIANCES LOCAABSTIONS & SPECIFICATIONS EXPOSED EDGE OF THE GLAZING IS LESS THEM 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR = WALKING SURFACE SAHIL BE IMPACT GLASS AS PER R308.4.5 OF THE RCNYS. I I LN EX�G EXISTG GARAGI= W — JOIST NOTE: I CL I Z r ALL WALLS RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. JOIST BENEATH TYP. EWG EWG LIM ROOM I W O -- EXIST'G LOADS USED IN CALCULATIONS: BROOM a EX�TG7 (NO CHANGE) Q (NO CHANGE) BEDROOM - - - - - -- - - __ _ _ _ _ _ _ _ _ ( ,—^ }- }- FIRST FLOOR (L/360) EXIST'G f 1 f 1 V J 0_ z LIVE LOAD=40 PSF DEAD LOAD=10 PSF TOTAL LOAD= 50 PSF (NO CHANGE) MYO NEW SECOND FLOOR (L/360) SIDELIGHTS OSELECTED I I I I L / O r) LIVE LOAD=30 PSF DEAD LOAD=10 PSF TOTAL LOAD= 40 PSF I / \ ATTIC STORAGE 60) EISTG BY OWNER I I I I / U 'J LIVE LOAD=20 PSF DEAD LOAD=10 PSF TOTAL LOAD= 30 PSF 0/3XI I I I LU = T- NEW 4x4 POST I I I I I LU = ROOF (1_/240) CL SNOW LIVE LOAD=45 PSF DEAD LOAD=10 PSF TOTAL LOAD= 55 PSF TYP(2) NC) � (REFER TO RCNYS TABLE R301.6 FOR OTHER ALLOWABLE DEFLECTIONS ON SHEET T-2) I TWDH�3046 TWDrHE3W046 0 o o p4SrG E)aST'G EASTG < O L— J LINE OF EXIST'G I � NEW NEW &(SVG CONC STEPS CD STOOP TO REMAIN LINE OF EXIT'G HEADER NOTE: ROOF ABOVE 2"x8"RR " ALL EXTERIOR WALL HEADERS ARE TO BE 1,2) 2X12 W/ 1/2" PLYWOOD SPACER AND ALL INTERIOR HEADERS �2 x8 RR ROOF ABOVE ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DBL. JACK ®16"O.C. I ®16 o cc EW 4X8 PORTICO STUD WITH A SINGLE KING STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL. SILL PLATE TYP. ALL LVL ROOF ABOVE DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR ALLOWABLE UNIFORM LOADS- FLOOR 10076- 2.0E G-P LAM LVL FOR MAX. LIVE LOAD WITH LIMITED DEFLECTION OF L/360. EW 8X8 COLUMNS WITH RAISED PANELS LUMBER NOTE: ALL JOIST AND RAFTER SIZING IS BASED OIN DOUGLAS FIR-LARCH NO. 2 (OR BETTER) W/ AN Fb OF 900 AND A PROPOSED FIRST FLOOR PLA N A-3 AN E OF 1,600,000. (AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES) 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD STANDARDS AND SHALL TAKE THE SCALE: 1 /4"=1 '-0" PLACE OF 'CCA' ALL JOIST HANGERS & LAG-BOLTS USED WITH 'ACQ' PRODUCTS SHALL BE ZINC COATED TYP - ——————- WALLS TO BE REMOVED O Q PROPOSED WALL. EXISTING WALL LU Q R/ Z ----- -- - � J z O EXISTING FOUNDATION WALL O Q > ELECTRICAL NOTES � IL LL 1 . A minimum of one wall-switch-controlled lighting outlet is required in eve habitable room, hallway, L-I G H TI N G S C H E D U LE ~ F5_ EXIS EXISTING DOORS / WINDOWS stairway, attached garage, and outdoor entran e. Exception: In habitable rooms other than kitchens Iry and bathrooms one or more receptacles controlled by a wall switch are permitted in lieu of lighting SYMBOL TYPE QTY. LU outlets. ELECTRICAL OUTLET z TW2� NEW DOORS / IMNDOWS 2. In every kitchen, family room, dining room, den, breakfast room, living room, parlor, sunroom, — n bedroom, recreation room, and similar rooms, receptacle outlets must be installed so that no point alongGFI GROUNDED OUTLET the floor line is farther than 12 ft, measured horizontally, from an outlet, including any wall space 2ft ® NEW STRUCTURAL WOOD POST or more wide and the wall space occupied by sliding panels in exterior walls. $ 3-WAY SWITCH IN NEW STRUCTURAL WOOD POST ABOVE 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve only small appliance 3 —-- --— NEW BEAM outlets, including refrigeration equipment, in the kitchen, pantry, dining room, breakfast room, and family LIGHT SWITCH room. Both circuits must extend to the kitchen; the other rooms may be served by one or both of STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND them. No other outlets may be connected to these circuits, except a receptacle installed solely for an HI-HAT LIGHT FIXTURE AS PER SECTION R311.5 OF THE ROOF / CEILINGS COMPRISING ELEMENTS electric clock. In kiitchen and dining areas, receptacle outlets must be installed at each and every RES. CODE OF NEW YORK STATE. OF THE BUILDINGS THERMAL ENVELOPE, counter space wider than 12 in. CEILING MOUNTED FIXTURE DRAWN: A.L. A MOISTURE \VAPOR RETARDER SHALL THE MECHANICAL SYSTEM SHALL BE INSTALLED ON THE 4. A minimum of rone #12 wire 20-A circuit must be provided to supply the laundry receptacle(s), and it CHECK: J. SBAGLIA BE INSTALLED AS PER CHAPTERS WARM-IN-WINTER SIDE OF THE may have no other outlets. SCALE: AS NOTED 12-24 OF THE RES. CODE OF NYS. INSULATION AS PER SECTION R318 OF 5. At least one receptacle outlet must be installed in the bathroom near the basin and must be WALL MOUNTED FIXTURE THE PLUMBING SYSTEM SHALL THE RES. CODE OF NYS. provided with ground fault circuit interrupter protection. 6. Code requires sufficient 15— and 20—A circuits DATE: 07/21/2019 BE INSTALLED AS PER CHAPTERS to supply three waltts of power for every square foot of floor space, not including garage and open CEILING MOUNTED SEA 25-32 OF THE RES. CODE OF NYS. WALL AND CEILING FINISHES SHALL porch areas. Minimum code suggestion is one circuit per 600 s ft; one circuit per 500 s ft is ��f1t ' D HAVE A FLAME SPREAD CLASSIFICATION p g9 p q p q CHANDELIER ���� OF NOT GREATER THAN 200 WITH A desirable. _ THE ELECTRICAL EQUIPMENT AND SMOKE- DEVELOPED INDEX OFNOT 7. A minimum of rone exterior outlet is receptacle required two are desirable and must be provided with WIRING SHALL BE INSTALLED AS GREATER THAN 450 AS PER SECTION p ( ) ' PER CHAPTERS 33-42 OF THE R315AND INSULATION SHALL HAVE A ground fault circuit interrupter protection. RES. CODE OF NYS. FLAME SPREAD INDEX OF NOT GREATER 8. A minimum of rone receptacle outlet is required in basement and garage, in addition to the one in CEILING MOUNTED THAN 25 W/ A SMOKE- DEVELOPED the laundry. In attached garages it must be provided with ground fault circuit interrupter protection. O FAN THE MINIMUM INSULATION THICKNESS INDEX OF NOT GREATER THAN 450 AS 9. Many building codes require a smoke detector in the hallway outside bedrooms or above the stairway FOR HOT HVAC PIPES SHALL BE AS PER SECTION R316 OF THE RES. CODE PER SECTION N1103.3 OF THE OF NYS. leading to upper floor bedrooms. RES. CODE OF NYS. 10. Disconnect switches are required. 0 HE* INTERIOR WALL COVERINGS SHALL BE Note: Refer to the National Electrical Code (NEC) for further information on residential requirements. THE MINIMUM INSULATION THICKNESS INSTALLED AS PER SECTION R702.3 FOR HOT WATER PIPES SHALL BE AS AND EXTERIOR WALL COVERINGS SHALL PER SECTION N1103.4 OF THE BE INSTALLED AS PER SECTION R703.4 RES. CODE OF NYS. HEFT NUMBER: OF THE RES. CODE OF NYS. REVISIONS: ENERGY NOTES: EXIST'G ROOF W/ NEW EXIST'G 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION ASPHALT SHINGLES CHIMNEY ARCHITECTURAL GRADE CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER, AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC N1101.14. Ln -NEW PORTICO ROOF 2X8 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL —RIDGE W/ CONT. VENT 2x6 U Lu EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. —RR 1s O.C. _ W ~ 4. INSTALLATION � THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN Exlsrc T.o.P —� ---- ----;; --- - -- �-- _ }: ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 - WHERE REQUIRED BY CODE OFFICIAL, w ELEV. f 10(V.I.F — Z II II AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. II II LL W 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR '' o w EQUAL TO 3 ACH50 IN CZ 4A,5,6A. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. o ¢ i i i i �� SIDING Q Z REMNN. (NO ) Lu J +1 TWDH3046 ILtN 46 6. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-6 @ 3" N Z NEw EXISTING SUNG� 0 OR GREATER IN DIAMETER, AND R-6 ® DUCTS LESS THEN 3" IN DIAMETER. v XMM� (ND S i i i i E STING WNIXMS REMOVE & REPLACE EXIST'G I I I NEW 4x4 ACQ POST FOR TO REIMN Q �" 6A. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. DOOR & SIDELIGHTS WITH I I I SUPPORT W/ DECORATIVE z (`() XIST'G FIN. FLOOR NEW. PER OWNER SELECTION I I I I COLUMN TYP.(2) Cr - ALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ;,, ., ELEv. t 2'-3' (v.I.F) 7. DUCT TESTING DUCTS SH I �: � Zx THIRD PARTY. +� : GRADE,It CD z U 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. _ EXIST'G CONC. STEPS & EXIST'G GARAGE DOORS TO O � O STOOP TO COVERED WITH NEW REMAIN. (NO CHANGE) 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SLATE STONE. AS PER OWNER Q (L SHALL BE INSULATED WITH R-3 (MINIMUM. FRONT E L EVAT I O N 10. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OF THE IRC / IMC. 11. EQUIPMENT SILTING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS SCALE: 1 /4"=l '—O" PROVIDED BY A THRID PARTY HERS RATER. 12. LIGHTING — A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH — EFFICACY LAMPS. 13. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, EXIsrG NEW SKYLIGHT WINDOW W - INTERNATIONAL. MECHANICAL CODE, INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE CHIMNEY IN BATHROOM (24"x36") U Q RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING z SYSTEMMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY Lu O THE OWNER Of? BUILDING DEPT. Ox OUT EXIST'G FLUE _ (� R/ WITHIN NEW 2'-0"x2'-0" EXIST'G ROOF W/ NEW _ I I 14. ADDITIONS, ALTERATIONS OR RENOVATIONS, SHALL COMPLY WITH IECC2015. UNALTERED PORTIONS OF ASPHALT SHINGLES EXISrG ROOF WLES NEW —MATCH EXIST'G HOUSE —ENCLOSURE. SIDING TO ASPHALT SHINGLES 6zz THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. ARCHITECTURAL GRADE I I SIDING. ARCHITECTURAL GRADE W Q 1 REMOVE EXIST'G PATIO 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND I 1 —DOOR. PATCH WALL U COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. EXIST`G T.O.P I I OPENING AS NEEDED W = ELEV. f 10 3(V.I.F I 1 = 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE w ' _ _ — — N ~ WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE I 1 -EXIST'G WINDOW NEW CASEMENT IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. 1 I I I I II BE REMOVED. I I WINDOWS TO FIT ANEW ANEW ANEW LQ 'i' I I I — I — REPLACE WITH NEW NEW NEW IN EXIST'G — — — I OPENING TRANSOM TRANSOM TRANSOM oo = I I I I II uuuRa ATF3016 ATF3016 A73016 +1 X 0 _ _ _ TV40H3046 I I �� • =_ w I — EXS1ING 90NG TO r f 1 IL E)ds➢NG 9aNG TO REMAIN. (NO CHANCE xl AN. FLOOR_ I I I I I I X (NO a 11 ELEV.V. t 2'-3" (V.I.F) I 1 = iv j GRADE L —J 04 - - -� REMOVE EXIST'G GARAGE DOOR. NEW 6'-0" ANDERSEN NEW TEMPORARY WOOD RELOCATE TO NEW LOCATION. SLIDING DOOR. FWG6068L STEPS & HAND RAILS TO CLOSE AND PATCH WALL TO CODE REAR ELEVATION MATCH EXIST°G SIDING W Z z0 SCALE: 1 /4"=l '—O" Lu z � w TOP OF RIDGE ELEV-.-t 16'-10" (V.I.F) U-3 Lu U z Q Z_ > Iz Fkisr� � Q � L 1 MZ RR ATTIC NEW PORTICO ROOF NEW PORTICO ROOF 0 QD (NOEXISCHANGE) (� (SIO C2x10 RIDGE W/ CONT. W/ ASPHALT SHINGLES 12 O z LU RIDGE VENT. 12 ARCHITECTURAL GRADE 5 OL (] I— EXI��rG CJ EXIST'G TOP OF PLATE 5� NEW R-30 ELEV. f 10'-3" (V.I.F) 2x8 RR ® 16" O.C. L J O z � z BATT INSULATION ELEV. t 10'-3" (V.I.F) ELEV. t 10'-3" (V.I.F) i 1.1 -UF HIDGL luij EXISTG \ w NEW (2)2X10 ACQ (EXISrG NEW (2)2X10 ACQ GARAGE NEVI( w o z HEADER ON EA. SIDE NO CHANGE (SLAB ON GRADE) LAUNDRY \ NEW R-21 BATT INSUL = c� i a ) HEADER ON EA. SIDE ROOM o \ _ v EXIST'G TOP OF PLATE I EXISrG TOP OF PLATE I -co NEW TEMPORARY WOOD + " z ELEV. f 10'-3" (V.I.F) ELEV. t 10'-3" (V.I.F) STEPS & HAND RAILS z NEW VINYL BEADED I I I I NEW WA NEW 3/4" CDX / TO CODE BOARD W/ VENTED DRAWN: A.L 1/2" EXT. GRADE PLYWD. PLYWOOD SUBFLOOR / = CEILING II = NEW 8X8 COLUMNS II SHEATHING OVER 2"x 6" WD. ATOP NEW 2"x10" FJ w I I �' w WITH RAISED PANELS I / _ _ " NEW 8X8 COLUMNS I I NEW �' = c, I I NEIN STUDS ® 16" O.C. W R-21 ® 1s O.C. co o z I I = o Z TYP. FOR (2) I I CHECK: J. SBAGLIA / EXIST'G FIN. FLOOR Q PORTICO EXISTG HOUSE o — 1 a PORTICO I I WITH RAISED PANELS BATT INSUL to _ H � � I I I v i 1 w � ELEV. t 2-3" (v.I.F) M -H TYP. FOR (2) I I ENTRY FOYER �, I I ENTRY TWDH3046 SCALE: AS NOTED C-4 > ? I j (NO CHANGE) z EXIST'G CONC. STEPS & I I NEW NEW TEMPORE NEW RELOCATED STEPS I— — H EXIST'G CONC. STEPS & I I DATE: 07/2 1120 19 *. II STOOPS W/ NEW SLATE II WOOD STEPS FIN GRADE STOOPS W DOWN TO EXIST'G / NEW SLATE I I STONE. AS PER OWNER I I HAND RAILS CRAWL SPACE STONE. AS PER OWNER II II CODE ------- EXIST'G FIN. FLOOR I IFLOORI I EA EXIST'G AN. ------ ,.,r EXISrG 4" EXIST'G STEPS UP TO ELEV. t 2'-3" (V.I.F) ELEV. t 2'-3" (V.I.F) � -- ------- P.C. SLAB THE HOUSE TO BE N :y --E '>.'�I: EXISTG -C' „. REMOVED. FIN GRADE ''' "{ CRAWL `� AN GRADE 9F i SPACE ---- d .; EXIST'G FOUNDATION SIMPSON APB CLIP AT (NO CHANGE) COLUMN. POST TO CONC. EXIST'G CONC. STEPS TO NEW RELOCATED GARAGE—Z -:9., W WALL AND FOOTING PLATFORM & AT RAFTERS `=�"� TO REMAIN REMAIN. WITH NEW SLATE ENTRY DOOR '•. ' ABOVE. TYP. (4) STONE. PER OWNERQF ®�� NEW 8" P.C. FND WALL I PROPOSED RIGHT SIDE ELEVATION OVER SCALE: 1 /4��=1 �-0��R 24"x 12"D P.C. FOOTING 36" BELOW GRADE W/ 2x4 KEY �- SHEET NUMBER: SECTION B LAUNDRY ROOM SECTION "A" AT PORTICO SCALE: 1/4"=l '—O" SCALE: 1 /4"=l '—O" REVISIONS: \ INSTALL 1" RIGID INSULATION NOTCHED ROOF CUT TO FIT BETWEEN THE RAFTERS-TRUSSES RAFTERS FOAM SEAL BOTH Ln SIDES ALONG RAFTER WITH (REFER TO PLANS) R.R. (SEE PLAN FOR SIZE) EXPANDING FOAM SEALANT • MAINTAIN EQUAL VENT SPACE CEILING INSULATION ~ TOP PLATES FOR LENGTH OF I- W • SIMPSON MTS24C SEISMIC RIDGE INSULATION U AND HURRICANE TIE OR VENTED AIRSPACE Lu �— EQ. CS20 COIL STRAP. 2"X6" HANGER LU26 _ (2)2"X6" HANGER LUS26-2 — z "ACQ" BEAM (SEE OJOIST 2"X8" HANGER LU28 IL PLAN FOR SIZE) 2?X10"BHANGERER LUSLU2120-2 r Q W(2)2"X10" HANGER LUS210-2 U-i2"X12" HANGER HUS210(2)2"X12" HANGER HUS210-2 CONTINUOUS BEAD INSTALL 1 RIGID OF SEALANT JJOIST HANGER INSULATION VERTICALLY TO CONNECT INSULATING Q () I ° MTS24C CONNECTOR o RAFTER NOTE: FOR ALL OTHER JOIST SHEATHING TO RIDGE z o HANGERS REFER TO THE INSULATION BAFFLE 12" END 14-1061-1/2„ NAILS (� z o CAP/BASE BY SIMPSON SIMPSON CATALOG DIRECTLY. FOAM SEAL BOTH LENGTH / DF/SP=1000 STRONG TIE BC4 APPROVED EQ. MAY BE SUBSTITUTED JOINTS Q x SPF/HF=860 z U O EVERY RAFTER ” Cl 1 RIGID INSULATION = 6"X6" 'ACQ' POST LLJ � O EXTERIOR INSULATED WALL 00 Q 1 SIESMIC TIE 2 BEAM TO RAFTER DETAIL 3 FACE MOUNT JOIST HANGERS 4 EXT. INSULATION SHEATING N.T,B. PROVIDES TENSION FOR RAFTER SCALE:N.T2. SCh:RTS. SCS'"TSS. AS ATTIC SAVE BAFFLE + VENT -TO-STUD TO PREVENT UPLIFT. W — zC) m wo - o � - (n � z R/ Oz o WOOD HEADER W. AS PER PLANS O W MTS24C RAFTER TIE N O BY SIMPSON OR EQ. SPLICE LENGTH TYP. AT WIN. HDR. < j O ROOF RAFTERS (n AS PER PLAN CQ [L,-DBL. TOP PLATE TYP.IHI SPUCE DIRECTLY vvER STUD TYP. TIHI OUGHOUT SIMPSON H15 RAFTER DBL. TOP PLATE TIE TYP TYP. THROUGHOUT 1 1/4"X24" 20 GAGE HEADER STRAPS TYP. WALL FRAME AT 16" O.C. AT 2ND FLR. EXT. (2)2"X10" W/ 1/2° WINDOW WALLS -REFER TO PLANS PLYWD SPACER TYP. OPENING WALL FRAME OR AS PER PLANS AT 16" O.C. (REFER TO PLANS) MTS24C RAFTER TIE BY SIMPSON OR EQ. LU SIMPSON RSP4 TYP. Lu TYP. AT WIN. HDR. z AT EACH JACK STUD O ROOF RAFTERS O NOTE: REFER TO OVERALL 11 It\-AS PER PLANS F— Z FOR. PLANS FOR SPECIFICQ Q HOEDOWN LOCATIONS DBL. TOP PLATE AT �/ SECOND FLOOR OR AT SINGLE STORY U Lu Z Q 3 SIMPSON H7 RAFTER � —J U' R A_6 WINDOW ¶E STRAPPING and ANCHORING SCHEDULE ° z W N OPENING 1 1/4"X24" 20 GAGE � LU z HEADER STRAPS TYP. AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF NOTES _ a AT 2ND FUR. EXT. O p = wRIM JOIST OR WALLS MIN. 12" BEARING AS PER WFCM 1995 EDITION FOR ONE NAILS HOLDDOWN N AS PER PLANS ON STUD FACE (TYP.) AND TWO-FAMILY DWELLINGS TABLE 3.20 RIDGE SIMPSON CS-20/24° MIN. LENGTH 3-10d 1005#/CONNECTION RIDGE STRAPS ARE NOT REQ'D WHEN 2"X4" W _I COLLAR TIE IS LOCATED WITHIN THE UPPER 1/3 F-- Q OF THE ATTIC SPACE AND ATTACHED TO EACH Z WALL FRAME BUILDING DIM. (FT.) MIN. SPLICE LENGTH (FT.) PAIR OF OPPOSING RAFTERS AS PER — L~ AT 16" O.C. (REFER TO PLANS 12 1 WFCM 1995 SECTION 3.2.5.1 Q 1 1/4"X24" 20 GAGE 16 1 DORMER RIDGE SIMPSON CS-20/24° MIN. LENGTH 2-10d 1005#/CONNECTION SEE NOTE ABOVE SIMPSON MST48 STRAP TIES JACK STUD STRAPS TYP. 20 2 EAVE SIMPSON H-7 ANCHOR 4-8d TO RAFTER 845 CONNECTION PER RAFTER N TYP. AT EACH STUD N ? AT 2 SIDES OF OPENING 24 2 8-8d TO STUD #/ 2-8d TO PLATES 28 3 RIM JOIST32 3 DORMER EAVE SIMPSON H-7 ANCHOR 4-8d TO RAFTER PER RAFTER WALL FRAME w 8-8d TO STUD 845#/CONNECTION AT 16 W O.C. (REFER TO PLANS) DRAWN: S.L.S. cn 36 3 2-8d TO PLATES 1 1/4"X24° 20 GAGE 40 4 PER STUD HEADER STRAPS TYP. 50 5 CEILING TO WALL SIMPSON CS-20/36" MIN. LENGTH 26-8d 1005#/CONNECTION CHECK: J. SBAGLIA AT EACH STUD FLOOR TO FLOOR SIMPSON CS-20/36° MIN. LENGTH 26-8d PER STUD so 6 1005#/CONNECTION SCALE: AS NOTED II WALL FRAME FLOOR TO FOUNDATIONSIMPSON STHD14RJ AT FOUNDATION CORNERS- DATE: 07/2 1120 1 9 C-4 AT 16" O.C. (REFER TO PLAN. 4160#/CONNECTION 1. TABLULATED SPLICE LENGHTS ASSUME TOP PLATE-TO-PLATE CONNECTION HOLDDOWN ANCHOR 36-16d SINKER FROM FDN. WALL TO WOOD USING 2-16d NAILS PER FT. FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING CORNER POST SEA_r SIMPSON RSP4 BOTTOM PLATE SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS. FOUNDATION TO SILL SIMSPON SSTB-16 PLACED 4'-0" 120 #/FT. TABLE ` C�6y TYP. AT EACH STUD 2. TABLULATED SPLICE LENGHTS ASSUME A BUILDING LOCATED IN EXPOSER B OR C. 18" MIN. LENGTH O.C. 3-2 WFCM 3. TABLULATED SPLICE LENGHTS ARE BASED ON 8 FT. WALL HTS. FOR OTHER WALL *NOTE: ALL STRAPING INDICATED MEETS OR EXCEEDS THE REQUIRMENTS IN THE WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION TABLE 3.6 FOR RIDGE CONNECTIONS, TABLE 2.2 FOR EAVE CONNECTIONS, AND w RIM JOIST HTS., H, THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. TABLE 3.2 FOR FOUNDATION CONNECTIONS. ACQ SILL PLATE ACQ SILL PLATE 4. TOP PLATES SHALL BE A MINIMUN OF STUD GRADE MATERIAL. *NOTE: ALL STRAPS BY 'SIMPSON STRONG-TIE' SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. ANY NEW, UPDATED OR CONFLICTING INFORMATION PROVIDED BY SIMPSON SHALL WALL STRAPPING DETAIL 2 HEADER STRAPPING DETAIL 3 PLATE SPLICING DETAIL TAKE PRESEDENCE OVER THIS SCHEDULE. (D - - prw SCALE KT2. SCALE RT2. SCALE N.T.B. SHEET NUMBER: rb 0, aD � REVISIONS: SPECIFICATIONS (P. ���0 , 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE LJgoq .� GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. COPPER, "K" TYPE, WITH 1 /2 99 BRANCHES TO ALL FIXTURES. PIPES LOCATED 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM F R. -aL PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT LOW POINT. Ln INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. ® 111ECK AIDID 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL U LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. U L - ® W - 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, _ ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. _ z 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS U w U SOU"I' HOLU) NY T 'E 11bli 1 6 �" O 1',l m AOLDIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. 0 w 20KORY RD . ' IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, Q w z RESPONSIBILITY. FLOORS, SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY Q J 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE RETOUCHING OF PAINTING WORK IN BUILDING, LEAVING HIS WORK IN -► ►- AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. PERFECT CONDITION. 1- 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. Q z m 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND CDz � NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING MADE READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING z U Ox CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW COAT AND TWO (2) FINISH COATS. COLOR AS SELECTED BY m YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH OWNER. = w JURISDICTION AND VARIANCES. 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO O Q O INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF N/F SCHROEDER 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), N/F SCHLICHTER/SCOCOZZZ CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. 9.N4401 2�00T SPECIFICATIONS YTHING OORSVIICENVOER'SAH SHALESEDLR BEI FURNISHED SAND PERFORMEDSAS ACCORDANAWNGS BUT MNTIONED IN THEE 41 . ALL CE WITHTAND MANUFACTURIAL ERS FURNISHED SPECIFICATIONS.L BE INSTALLED IN 1 50. 28' THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN co mmwmmwm� zz - 10.THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR, WITHOUT UNHEATED SPACES TO BE INSULATED. c6o b Ln ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY 1 1 WORKMANSHIP OR INFERIOR MATERIALS. AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. Lu 1i 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. U p [� w N CV EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. z Q w - GENERAL NOTES: uJ O - L' 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW p OL - z AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. z 1 1 = EMPLOYEES. W O 1 EXiSrc CONC. 1 U 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS BURIED OR 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. c/� �/ U � < STEPS D BE _ PROPOSED UJE T CHI O OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN _ Q REMOVED =a WOOD DECK FLUE TO BE BOXED z U'- 40.2 W OWNER. TOTAL FEET VENTILATION AREA. _ 70.2' � 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL Lu O z 1 UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION SPACE/INHABITABLE BASEMENT SMALL BE 20'-0" HORIZONTALLY, 8'-0" Q ® z o EXIST'G OINC-STORY 1 DURING ALL STAGES OF WORK. 0 1 ao RESIDENCE o z VERTICALLY. _1 N (UNDER SE HOUSE �; 1 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT CD n APPLICATION) 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH '7 REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET. L 6.4 40.7, GARAGE DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND 38.s 231 6. ATTIC SPACE OR BETWEEN 'COMBUSTIBLE FLOOR OR ROOF SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF 1 W 1 Fk`r'` WALK 1 > 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. _ O AT FINAL GRADING. 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE 0 7 - Lj �- 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER z DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN Ln �_ ` Q PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH FRAMING NOTES AND WOOD SPECIFICATIONS: W 1 1 o WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF z Z ° 1 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 OR SELECT STRUCTURAL Q nJ J 3 1 CV CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVECL z 1.3' WELL 3 00 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. z I-- O COVER LINE) _ _ THE PLOT BY REMOVING ALL BRICKBATS CHUCK OF CEMENT PIECES OF .� LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER O i N4704420"W 150. 00 THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS. 1= Lu o- TIE= 233,45' 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR p z IT'S PROGRESS BY THE USE SOF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. � � z UW-- HICKORY ROAD OTHER ADEQUATE MEANS. O _ 0 4. USE SIMPSON METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. °L U 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. J 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD- FLE6 21 202 MINIMUM BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. w PLOT PLAN GOND RE ENCOUONSNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL P 0 (GIRDER HEADER ry W ITI SCALE: 1 " = 20'-0" 22. MAIN SILLS TO BE "ACQ'" DOUGLAS-FIR SIZE AND AMOUNT AS CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. U INDICATED ON DRAWINGS. 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. FROM ppUUOIL BBEESHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO REFER TO STANDARD STRAPPING DETAILS. K SALLANTERIOR SHEATING TO BE 1 /2" "CDX" OR 1 /2" EXT. GRADE 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING REQUIRED TO TRANSFER ALL LOADS. DRAWN: A.L 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 2" MINIMUM CHECK: J. 5BAGLIA THAT MAY BE REQUIRED BY OTHER TRADES. / 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" SCALE: A5 NOTED 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. DATE: 07/20/2019 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE EA 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 /2" GYPSUM WALLBOARD STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. � c FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOF OPENINGS OR COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) AS PER PLANS. ,- 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION POLE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 WFCM OR LATEST EDITION. ,+ ti ' (5) SHELVES. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN "� 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. ACCORDANCE WITH AWPA STANDARDS. ALL JOINTS SHALL BE WELL (BUTTERED AND MADE TIGHT AGAINST THE SHEET NUMBER: WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. NOTE: NOTE: SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING PLANS TO FOLLOW 2016 UNIFORM CODE DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION REVISIONS: 22'-0" I I 7'-2" 7'-1" DECK RAIL POST & RAIL NEW 12" DIAM. 3'-6" HIGH TO CODE STATE CODE R311 & R312 = 5 SONOTUBE CONC. EXIST'G HOUSE FILLED - - - - - - - - - - - _ _ _ _ _ of i NEW WOOD DECKING ON I I "' APPLCATION)RAIE (2)2x10 ACQ - (2)2x10 ACQ _ (2)2x10 ACQ 2x8 ACQ DECK JSTS 16" O.C. IAlNEW CONC. SIMPSON H1 1.25" x 20 GAUGE GALV NEW 6'-0" ANDERSEN LO HURRICANE TIE DOWN OR SLIDING DOOR 6068 I PAD ABOVE (UNDER SEPARATE HOUSE U - USP LFTA6 CONNECTORS ® 16" O.C. APPLICATION _ LINE OF NEW WOOD 'a I' I DECK ABOVE I I" a' " I I EXI3TG ) 3-6 HIGH RAILING do W I_- ° 'a U o U ' = I I (2) 2x8 ACQ GRDR DNVG BALUSTERS TO CONFORM W/ 0 Co N co `D o,�' oo I I (M I I I of ROOM STATE CODE R311 & R312 (� Cx1 NEW DECKKABOVE a `� M I I K' (UNDER SEPARATE _ z -- - Co v I I; " I SIMPSON A8W GALV BASE APPLICATION) NEW 12'X22' WOOD DECK W/" 2x8 ACQ DJ ® 16" O.C. UJ N - w/ 1/2 AB ® 12 EMBEDMENT PITCH TO DRAIN QL 11JEXIST'G CONC. STEPS i�4- K, O U ABOVE TO BE REMOVED FIN GRADE VARIES Q Z I I I i i' =iT Elm � EXIST'G FIN. FLOOR lLl I i I I `r 2x8 DECK JOIST ELEV. f 2'-3" (V.I.F) QEWG J F— f-�2Z2x10 ACQ LEDGER - . .__ — ; CRA ACE FIN GRADE - 12" DIAM SONOTUBE UNDER SEPARATE -!= ,-„_,�- . , U � Z ( ii-iil-lil=i l_ i d' -- — — I APPLICATION 1=1 -=III=111=1T- i Z � ) III 1—, I I I I — m i Ti=ITi=Ti- . 1��-I I� I I I I NEW 12 DIAM. SONOTUBE � � - _=rl=-1 =Ti=I i I - ' ' CONC. FILLED Z Q x LLT EXIST'G GARAGE I - (UNDER SEPARATE APPLICATION) ULj EXIST'G CRAWL SPACE I I (SLAB ON GRADE) 12” DIAM O � O (UNDER SEPARATE APPLICATION) d 1L (NO CHANGE) FOUNDATION PLAN SONOTUBE BELL FTG . & SECTION "A" AT REAR DECK SCALE: 1/4"=1'-0" DECK DETAIL NTS SCALE: 1/4"=V-0" W - A A 1 u.JO _ 22'-0" -' 5'-4" 5'-4" 5'-4" 5'-4" W ., WOOD POST O C) NEW 36" HIGH RAILINGS o l c v O & BALUSTERS TO o ` T USE SIMPSON CONFORM W/ STATE i = _ W ABA44 COL. - CODE R311 & R312 "' BASE OR EQ. - N PFi0P06ED 14'x22' Q=• O FOOTING '' --- J � EXIST'G CONC. STEPS o o WOOD DECK o (SEE PLAN ----- co & PLATFORM TO BE N i i FOR SIZE) 3-6* HIGH RAILING & SIM son Stron TIe REMOVED EXWG BALUSTERS TO CONFORM W/ -- M '"� ABA44 9 HOMEHOME - STATE CODER311 & R312 -- BOX OUT EXIST'G FLUE WITHIN EXIST'G PATIO DOOR --- NEW 2'-0'x2'-O" ENCLOSURE _ (UNDER SEPARATE TO BE REMOVED. ---J (UNDER SEPARATE APPUCAl10N) 2� '-p�� APPLICATION) I I = (UNDER SEPARATE1 i NEW 12'X22 WOOD DECK W/ HOUSE APPLICATION) ' ' +I o i o o i i - 2x8 ACQ DJ 0 16" O.C. - -- 0 1 ' I I I -- -C140 l o o I I o I PITCH TO DRAIN -- - - — 0 — 1 00 0 I I N BATH04 0M /----------- NEW 6'-0" SLIDING DOOR I ° 1 I ° i i 0 1 I I -H i� (UNDER SEPARATE APPLICATION NEW WOOD STEPS FlN GRADE WITH HANDRAILS & l I NEW 12" DIAM. SONOiBE O POST TO CODEWC I I I I I CONC. FILLED J I L_J L_J L_J EXIST'G DM ROOM EXIST'G GARAGE ( li!l I QWG KITCFBV (UNDER SEPARATE APPLICATION) (UNDER SEPARATE APPLICATION) EXI3TG MASTER I (UNDER SEPARATE APPLICATION) EPT44A CBQ44SDS2 RIGHT SIDE E L E VAT I O N Q z W BEDFIOOMI IQ (UNDER SEPARATE APPLICATION) CLOSE SCALE: 1 /4"=1'-0f1 U � CL -� FIRST FLOOR PLAN COLUMN BASE w o z o 2 z W Cz SCALE: 1/4"=l' 0" COLUMN BASE: Attaches wood SCALE:N.T.S. � Q U post to concrete embedment to w Q-/ � Lu resist high uplift loads. C) LLI (f � z � 00 O0 O0 °_ [L Q > - - - --- CL -- --------------- --- -- -_ - _ - - - :BOX OUT EXIST'G FLUE - - — -- - - - _ - SUB-FLOOR _WITHIN NEW 2'-0"x2'-0'- - - _ - - - _ -- -- --- -:EXISTING HOUSE -_-- ENCLOSURE. SIDING TO - - —-- s CHANGES UNDER fi I --EXISTING HOUSE _ SEPARATE APPLICATION— __ I I -MATCH EXIST'G HOUSE --_CHANGES UNDER _ METAL SIDING. - - SEPARATE APPLICATION - - HANGER - _ — DRAWN: A.L JOIST �� CHECK: J. SBAGLIA EXISTG SCALE: AS NOTED — — —— __ LEDGER HOUSE DATE: 07� 2019 I I IPI II -NEW 6'-0" --� BOLTED TO = _(UNDER SEPARATE _ I t_- II -SLIDING DOOR I I - BUILDING WALL -- -- (UNDER SEPARATE `i APPLICATION) 5E 4pe, , I I T I APPLICATION) -- /•` �� ��yy fir' I I - EXISTING HOUSE - _ I " CHANGES UNDER 36 HIGH RAILING & SEPARATE APPLICATION - BUILDING WALL 04 f BALUSTERS TO CONFORM W/ FIN GRADE ^ ' -SNG II (D ) I I I -0 STATE CODE R311 & R312 i — I `�A,qHI ii tirM 1L� I I 3LEDGER DETAIL NEW 12'X22' WOOD DECK W/ ' GRADE � --- 2x8 ACQ DJ ® 16" O.C. L_J SCALE:RTS. SHEET NUMBER: REMOVE EXIST'G GARAGE DOOR. RELOCATE TO NEW LOCATION. I I ` ; I ! ; I I NEW 12" DIAM. SONOTUBECLOSE AND PATCH WALL TO CONC. FILLED MATCH EXIST'G SIDING REAR ELEVATION LEFT SIDE ELEVATION- SCALE: LEVATIONSCALE: 1/4"=1'-0" SCALE: 1/4"=l'-0'9 REVISIONS: TABLE 401 .4. 1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2( 1 ) CLASS OF MATERIAL LOAD-BEARING PRESSUR pounds per square foo GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER Crystalline bedrock SNOW DESIGN FROST LINE UNDERLAYMENT FLOOD 12,000 LOAD SPEED MPH CATEGORY WEATHERING DEPTH TERMITE REQUIRED HAZARDS 1 pound = 4.45 N. (MPH) Sedimentary and foliated rock 4,000 R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R905.2.7.1 a. Elevated garage floors shall be capable of supporting a 2,000-pound load Sandy gravel and/or gravel (GW and GP) 3,000 applied over a 20-square-inch area. Ln MOD. TO � � � 20 PSF 110 MPH C SEVERE 36" HEAVY REQUIRED N/A Sand, silty sand, clayey sand, silty gravel and clayey gravel b. Applies to attic spaces meeting the requirements in Section 2,000 R802.4.1 for W _ (SW, SP, SM, SC, GM and GC) conventional , ceiling joists and Section R802.10.7 for trusses. Attics without U � storage are those where the maximum clear height between joist and rafter is U _ Clay, sand clay, silt clay, clayey silt, silt and sand silt less than 42 inches, or where there are not two or more adjacent trusses with TABLE 3 . 1 NAILING SCHEDULE y y y y y yy y 1,5oob � - � z REF: 2001 WOOD FRAME CONSTRUCTION MANUAL (Cl, ML, MH and CH) the same web configuration capable of containing a rectangle 42 inches high by = Q 2 feet wide, or greater, located within the plane of the truss. For attics without U NUMBER OF TABLE 402.2 MINIMUM SPECIFIED storage, this live load need not be assumed to act concurrently with any other � O1 w JOINT DESCRIPTION COMMON NAILS NAIL SPACING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE STRENGTHa(f'c) live load requirements. Q W z Q � J Weathering potential c. Individual stair treads shall be designed for the uniformly distributed live loadJ ��-- ROOF FRAMING TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe ora 300-pound concentrated load acting over an area of 4 square inches, Ut I..- RAFTER TO TOP PLATE (TOE-NAILED) 2-8d PER RAFTER whichever produces the greater stresses. Q cn m Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,500c z CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-8d PER JOIST Basement slabs and interior slabs on rade except garage floor slabs d. A single concentrated load applied in any direction at any point along the CD z CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 3-16d EACH LAP g p g g 2,500 2,500 2,500c top. Z U X CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3- 16d EACH LAP Basement walls, foundation walls, exterior walls and other vertical 2,500 3,000d 3,000d e. See Section R502.2.1 for decks attached to exterior walls. _ FL/ COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE concrete work exposed to the weather O L O BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END Porches, carport slabs and steps exposed to the weather, f. Guard in-fill components (all those except the handrail), balusters and panel Q Q- RIM BOARD TO RAFTER (END-NAILED) 2- 16D EACH END and garage floor slabs 2,500 3,000d,e,f 3,500d,e,f fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to For SI: 1 pound per square inch = 6.895 kPa. act concurrently with any other live load requirement. WALL FRAMING a. Strength at 28 days psi. 1 b. See Table R301.2(1) for weathering potential. g. Applies to attic spaces not meeting the requirements for storage per TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT C. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in footnote b. See Section R802.4.2 for conventional ceiling joists and Section TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS EACH SIDE accordance with Footnoted. R802.10.6 for trusses. For attics with limited storage and constructed with STUD TO STUD (FACE-NAILED) 2- 16D 24" 0.C. d. Concrete shall be air-entrained. Total air content (percent by volume of concrete) shall be not less than 5 percent or more trusses, this live load need only be applied to those portions of the bottom HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES than 7 percent. chord of not less than two adjacent trusses with the same web configuration LU ,) >, e. See Section R402.2 for maximum cementitious materials content. containing a rectangle 42 inches (1067 mm) high or greater by 2 feet (610 U TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2x4 STUD f. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of concrete) to not less mm) wide or greater, located within the plane of the truss. The rectangle shall Z Q 0� 3-16D PER 2"x6" STUD than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. fit between the top of the bottom chord and the bottom of any other truss LU O - 4-16D PER 2"x8" STUD member, provided that each of the following criteria is met: ry - BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16D 1,2 PER FOOT TABLE 6 0 2A 2 ( SSTD 10 - 99 ) 1 _ cn � z OR BLOCKING (FACE-NAILED) 2.1 . The attic area is accessible by a pull-down stairway or framed opening in LLJ DESIGN WIND LOAD FOR 5WINDOWS AND DOORS (PS f) IN BUILDINGS accordance with Section 807.1; and U� 0 - FLOOR FRAMING WITH A MEAN ROOF HEIGHT (MRH) OF 30 FEET W/ BASIC WIND SPEED OF 110 mph U -' 2. The truss shall have a bottom chord pitch less than 2:12. - O JOIST TO SILL, TOP' PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST ZONE 1 ALL ZONES INTERIOR ZONE EXTERIOR ZONE L1 T_ h. Attic spaces served by a fixed stair shall be designed to support the ISI � BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END SIZE OF WINDOW 4 minimum live load specified for sleeping rooms. Q BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END OR DOOR, A (SQ. FT.) POS (+) NEG (-) NEG (-) _, O m n i. Glazing used in handrail assemblies and guards shall be designed with a safety BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 0 < A < 25 39 -39 -45 factor of 4. The safety factor shall be applied to each of the concentrated LEDGER STRIP TO 13EAM (FACE-NAILED) 3-16D EACH JOIST 25 s A < 50 37 -38 -42 loads applied to the top of the rail, and to the load on the in-fill components. JOIST ON LEDGER "TO BEAM (TOE-NAILED) 3-8D PER JOIST 50 < A < 100 35 -37 -40 These loads shall be determined independent of one another, and loads are BAND JOIST TO JOIST (END-NAILED) 3- 16D PER JOIST BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2-16D 1 PER FOOT 100 < A < 200 34 -36 -38 assumed not to occur with any other live load. FOR MORE INFORMATION 200 <_A 32 -35 -36 ROOF SHEATHING SEE TABLE 3.10 OF THE WFCM 1995 HIGH WIND ED. 1. THE "EDGES STRIP" (E) IS LOCATED IN THE CORNERS OF THE STRUCTURE AND EXTENDS HORIZONTALLY FROM THE R301.7 Deflection. The allowable deflection of any structural member under 4"O.C. C� GABLE RAKE O.H STRUCTURAL PANELS 8D CORNERS IN EACH DIRECTION A DISTANCE EQUAL TO 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OF THE the live load listed in R301.4 and R301.5 shall not exceed the values in 6 O.C. @ PANEL EDGE BUILDING BUT NOT LESS THAN 3 FEET. ALL AREAS NOT WITHIN THE "EDGE STRIP" ARE CONSIDERED TO BE IN THE z Table R301.7. TABLE 3 01 . 7 DIAGONAL BOARD SHEATHING 12"O.C. ® PANEL FOLD "INTERIOR ZONE" (w). O_ 1 "X6" OR 1 "X8" 2-81) PER SUPPORT 2. MINIMUM DESIGN PRESSURE VALUES MAY BE REDUCED BY 10 PERCENT WHEN THE ROOF SLOPE IS LESS THAN OR 1- 1 "X10" OR WIDER 3-8D PER SUPPORT EQUAL TO 10 DEGREES (A < 10'). ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS U7 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. - CEILING SHEATHING 4. EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUN POSITIVE AND NEGATIVE PRESSURES. STRUCTURAL MEMBER ALLOWABLE J w 5. MEAN ROOF HEIGHT SHALL BE DETERMINED IN ACCORDINANCE WITH FIGURES 102A, 102B AND 102C. DEFLECTION Q Q Q GYPSUM WALL BOARD 5D COOLERS 7 EDGE / 10 FIELD 6. BASIC WIND SPEEDS SHALL BE DETERMINED FROM FIGURE 104A. TABLE 301 . 5 3A1 TER NO INN CEILING SLOPE GREATER THAN L/180 W O Q ATTACHED TO RAFTERS WALL SHEATHING / o F z Lu MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS INTERIOR WALLS AND PARTITIONS H/180 STRUCTURAL PANELS 8D 6" EDGE / 12 FIELD FLOORS AND PLASTERED CEILINGS L/360 >< o O U FIBERBOARD PANELS USE LIVE LOAD _W_ 7/16" 6D3 3" EDGE / 6" FIELD ATTICS WITH LIMITED STORAGE g'h 20 ALL OTHER STRUCTURAL MEMBERS L/240 IL/ 25/32 8D3 3" EDGE / 6" FIELDb EXTERIOR WALLS W/ PLASTER OR STUCCO O GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD ATTICS WITHOUT STORAGE 10 FINISH H/360 CZ HARDBOARD 8D PER SUPPORT a e z PARTICLE PANELS 8D PER SUPPORT DECKS 40 EXTERIOR WALLS-WIND LOADS WITH L/240 - DIAGONAL BOARD SHEATHING BRITTLE FINISHES EXTERIOR BALCONIES 60 1 "X6" OF' 1 "X8" 2-8D PER SUPPORT EXTERIOR WALLS-WIND LOADS a WITH 1 "X10" OR WIDER 3-8D PER SUPPORT FIRE ESCAPES 40 FLEXIBLE FINISHES L/1 20 DRAWN: A.L. CHECK: J. 513AGLIA FLOOR SHEATHING GUARDRAILS AND HANDRAILS d 200 NOTE: L = span length, H = span height. SCALE: A5 NOTED DATE: 05/3 1120 19 STRUCTURAL PANELS i a. The wind load shall be permitted to be taken as 0.7 times GUARDRAILS INFILL COMPONENTS 50 the Component and Cladding loads for the purpose of SEA QED 1 " OR LESS 8D 6EDGE / 12 FIELD a a the determining deflection limits herein. GREATER THAN 1 10D 6 EDGE / 6 FIELD PASSENGER VEHICLE GARAGES 50 i� DIAGONAL BOARD SHEATHING b. For cantilever members, L shall be taken as twice the length of the 1 "X6" OR. 1 "X8" 2-8D PER SUPPORT ROOMS OTHER THAN SLEEPING ROOMS 40 cantilever. ` 1 "X10" OR WIDER 3-81) PER SUPPORT SLEEPING ROOMS 30 c. For aluminum structural members or panels used in roofs or walls of c sunroom additions or patio covers, not supporting edge of glass or sandwich STAIRS 40 panels, the total load deflection shall not exceed L/60. For sandwich panels 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 used in roofs or walls of sunroom addition or patio covers, the total load INCHES ON-CENTER AT' THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL For SI: 1 pound per square foot = 0.0479 kN m2, P 5HEET NUMBER: BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. P P q / deflection shall not exceed L/120. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED 1 square inch = 645 mm2, TO 1-16D NAIL PER FOOT. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS.