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HomeMy WebLinkAbout40391-Z Town of Southold 1/9/2017 P.O.Box 1179 a - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38765 Date: 1/9/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1330 Sigsbee Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 144.4-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2015 pursuant to which Building Permit No. 40391 dated 1/7/2016 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 COVERED FRONT PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6935 DATED 04-21-2016, AS APPLIED FOR The certificate is issued to McGrath,Ronald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40391 12-20-2016 PLUMBERS CERTIFICATION DATED OAuto ' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT c TOWN CLERK'S OFFICE 2 •e ®� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40391 Date: 1/7/2016 Permission is hereby granted to: Tuthill, Leslie 410 Bungalow Ln Mattituck, NY 11952 To: Construct interior alterations as applied for. At premises located at: 1330 Sigsbee Rd, Laurel SCTM # 473889 Sec/Block/Lot# 144.-1-5.2 Pursuant to application dated 12/7/2015 - and approved by the Building Inspector. To expire on 7/8/2017. Fees: CO -ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 Total: $250.00 uil g Inspec Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application,must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or' topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building:• (check one) Location of Property: 1, 3eZD 5/a D House No. ��Street Hamlet Owner or Owners of Property: �Si'�1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (che9k-one) Fee Submitted:$ ' Applicant Signature SO(/��ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rt(�-town.southoId.nV.us Southold,NY 11971-0959 Q C®UNr1,N BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mc Grath Address: 1330 Sigsbee Road City: Laurel St: New York Zip: 11948 Budding Permit#: 40391 Section: 144 Block: 1 Lot 5.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Power License No: 33345-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 22 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches 20 Twist Lock El Exit Fixtures TVSS Other Equipment- 1- Exhaust Hood, 2- Paddle Fans, 6 ft. Plug Mold. Notes: Inspector Signature: Date: December 20, 2016 0-Cert Electrical Compliance Formas Wafter F Nide 111,Ambi tact 85 Brookside Ave North Babylon, New York 11703 -- Telephone 631 838 9833 whyde@workofarch.com www.workofarch.com January 5, 2017 Mrs Amanda Nunemaker: / / I have visited 1330 Sigsbee FW and have found the Insulation (thermal envelope) and fire caulking to be in place as applied for and satisfactory for meeting the 2010 NYS Residential Building Code/2010 NYS Energy Conservation Code requirements. Respectfully yours, Walter F Hyde, III Architect RED ARC, , Walter Hyde, -5F. . Principal s j037202 yQQ� 01z N E� D D JAN 6 2017 ENDING DEPT. 'DOWN OF SOUTHOLD TOWN-OF SOUTHOLD BUILDING-DEPT. ' 765-1802 INSPECTION : '' [ ] FOUNDATION 1ST- [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ vT"FOORAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . DATE - INSPECTOR - f4f s 0 TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION , ',-' I FOUNDATIONIST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE &'CHIMNEY FIRE SAFETY,INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) r ' ODEVIOLATION CAULKING REMARKS: DATE INSPECTO :tq_07E;J�� a c0UN1Y,� TOWN OF SOUTHOLD BUILDING�DEPT.- 765-1802 INSPECTION [ ] FOUNDATION -1ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: `Z 1 k��, Z, Amad � e'e d r C DATE, INSPECTOR �)3 91—2�, — - cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON 1 0 I FOUNDATION I ST 7 UGH PLUMBING ] FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: ALZ& . V 000f, ooe DATE - - INSPECTOR Of SOUL -- rl:-' y�0 gyp • o i ,. v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i on, oh L v MW -IA/ C Tl'-ADW4 1\0 _ V/ � �r r✓ .ems 5 e avl w &I 1 u DATE INSPECTOR O 6 pF so cou N o TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL ;RICAL (FINAL) REMARKS: c�:� V 0141 .fmij- kA = Embaa -4- SIMop Ahl L, 0 j 'A j6f DATE INSPECTOR f3f so u TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLEIG. FOUND ATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: tf 01 DATE INSPECTOR f A R. 1 r ylow- .z'�'t�1Il 1r"L1,r' 7J Lril 1�7�1 NOMA nrw/ � /'► ' /� , ,'fir / /fir '/� / ➢ J �' �.1 �1� ll Wo"m —0— T lei'! I1agfla rte,` w. 8 • 4 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutltoldTown.NorthForknet PERMIT NO. q&5 q Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 2� Mail to: Disapproved a/c r Phone: b Expiration-- — l ,20 Buildi ctor DEC - 7 2015 I APPLICATION FOR BUILDING PERMIT 1 11 Date 12-1-7 120 13"— 0 ----i INSTRUCTIONS al This application iST 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 Iocation 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 pemrit 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. E 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 Pennit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 69,0• 64-1�7G //94-7 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 0 C—PIe ILS-L— C 0 Al rtZAJ C-"(p le, Name of owner of premises &90),/4 ON A• m C l;g A--rq 4 PO-TO,-CC-Y-A M C G2 4 i (As on the tax toll or latest deed) If appl- 4rtt's a corporation,signature of duly authorized officer / ( e and title of corporate officer) Builders tcense No. 06-769-1-4 Plumbers License No. 4 t4 1P I Electricians License No. 3 ';s Other Trade's License No. 1. Location of land on which proposed work will be done: /,330 .62-C6s 9 C /2041 House Number Street c Hamlet County Tax Map No. 1000 Section 7 Block 1100 Loto ©0 r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed�ronstruction: a. Existing use and occupancy npj)75.;1b b. Intended use and occupancy 15�SI>N`ted- L� 5:rA✓G LL f��dj'I L y �V�' Lt_ d✓Cr 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost /<S my. Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor . If garage,number of cars ©Nr% 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 4/ d 7. Dimensions of existin structures,if any:Front—,'—q, 3 1 Rear �7 a Z / Depth �o 7 Height I(n r V Number of Stories l AIE Dimensions of same structure with alterations or addition : Front A10 CI(4AICj Rear f10 Depth A10 Cff016'� Height N-0 r-N'A-N&Z Number of St��ories_ 0 �',h°�E 8. Dimensions of entre new construction:Front N1+ ear "V l torDepth 11/14 Height dV I L Number of Stories ,t� r 9. Size of lot:Front , Rear -11�31 Ll r Depth A13 ' 13 10.Date of Purchase 10/2-Th Name of Former Owner � /0 A5' p- t( r�. `� !!l 11.Zone or use district in which premises are situated T L 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO !� Will excess fill be removed from premises?YES_NO_�< ROW4-0DM°G2�tN IsC.+W-ra-B up-y Xb 14.Names of Owner of premises ti • c rx`.ejAOftress 6�lr'tl Hab Al IJ-f-4hone No. 1 2-q2 113 3 Z_ Name of Architect%VAi-f9PH Yb t~ a Address U• e,`z v ,R'W', a , 'hone No 631 S3`�— 3 3 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO-9— *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 NOV *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFA 1 k/CA Cc d'D 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. Swom to before Y e this ` da of J21L 20 Notary Public Signature of Applicant ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y S.D.E.C. Trustees C.O.Application I Flood Permit Examined4p, __20 / ! Single&Separate ���777 Storm-Water Assessment Form Contact: Approved 0 Mail to: i Disapproved a/c Phone. S �� Expiration 20_ _ ----—----- - — Buil ing Ins for RISAOVAL t I { APPLICATION FOR BUILDING PERMIT !� L1,1 Date b2 1�7 ,20I,Sm ®EC - 7 2015 INSTRUCTIONS a.This application MUSTI be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 set"f-plans,ascurate-plot plan to scale.Fee according to schedule. F LDi b.`Pidt`plan showing loca'on of lot and of buildings on premises,relationship to adjoining premises or public streets or 'as,Itind waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. gg �i ter 9 Art t-r,C— (Signature of applicant or name,if a corporation) (Mailing address of applican State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises k0©A1*Lb 4. M'CgA@ Vk( (As on the tax roll or latest deed) If applic, t is_a,orporation,.signature.of dilly authorized officer '(Name ar`ld title of corporate officer) Builders License No. Plumbers License No. Electricians License I _ Other Trade's License No. 1. Location of land on whichgroposed work will be done: 1330 SIC5 8�:e House Number Street / Hamlet County Tax Map No. 1000 Section 0 7 4 Block /, 00 Lot 5 e Co 0 Z- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupanc of proposed onstruction: a. Existing use and occupancy PCS�]S:N' i' �-dr 5-1�✓C` f✓°'l�'Z yl/t✓LL.�ri)C b. Intended use and occupancy PL$ �fin!"i'7%�L 5 �16-Le— 3. Nature of work(check which applicable):New Building Addition— _Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost -P 1.7,Z ryp Fee I (To be paid on filing this appli tion) 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. /Vj+ 7. Dimensions of existing structures,if any:Front ;?-�"® 3 Rear 2-V, 2- Depth Height 1- 4, ' 5- ' Number of Stories OAl f Dimensions of same structure with alterations or additions:Front 2-o". -3 Rear Depth 661-S" Height % /(a! 5 '' , Number of Stories ONP J 8. Dimensions of entiye new construction:Front A110- 4tp Re /y/4- Depth "r 9" Height M/6- Number of Stories 6Yf i 9. Size of lot:Front 5-57 1 Rear �� � , Depth / 3 10.Date of Purchase (0 l24/j Name of Former Owner k(O P rr o'iz l,CE6Z�2 11.Zone or use district in which premises are situated R — IN 12.Does proposed construction violate any zoning law,ordinance or regulation?YES X NO_ 13.Will lot be re-graded?YES_NOWill excess fill be removed from premises?YES_NO 5r Cly VTTe gu2v P-2) 14.Names of Owner of premises gs2srs�1 w+��a_l ddressQeA1 t'60 Yll Okone No. !/(0 2�/'2�73� Name of Architect iA/4:(t:2 14 X b N ![I- Address `O� ,', A L Phone No 31 Name of Contractor Address Phone No. 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—NO 2( *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 1['A Ct i id C' -ey k 9,0 5c":2� being duly sworn,deposes and says that(s)he is the applicant (Name of individual sigiling 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 ail 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 methis d day of ee,/ 20L4__ ----- $ NotaryPublic / Sigfmature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 20, 2016 TO: Richard Stephenson (Tuthill/McGrath) PO Box 876 Jamesport,NY 11947 Please take notice that your application dated December 7, 2015: For permit to construct a covered porch addition to an existing single-family dwelling and for an as-built deck at: Location of property: 1330 Sigsbee Road, Laurel;NY County Tax Map No. 1000 - Section 144 Block 1 Lot 5.2 Is returned herewith and disapproved on the following grounds: The proposed porch addition, on a nonconforming±71840.8 sq. ft. lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The proposed construction has a front yard setback of 24±feet. In addition,the proposed addition and the as-built deck are not permitted pursuant to Article XXIII Section 280-124, non-conforming lots; lots containing less than 20,000 sq. ft. are permitted maximum lot coverage of 20%. The lot coverage is 27.3% Authorized Sig Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. i y; ✓ BOARD MEMBERS ®F S (/j Southold Town Hall Leslie Kanes Weisman,Chairperson �� y® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� �O 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ� (,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD DD Tel.(631)765-1809•Fax(631)765-9064 J APR 2 5 2096 BtUDING DEPT. TOWN OF SOUTgOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 21,2016 ZBA FILE: 6935 NAME OF APPLICANT: Ronald and Patricia McGrath PROPERTY LOCATION: 1330 Sigsbee Road, Laurel NY. SCTM#1000-144-1-5.2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Feb. 19,2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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 property is improved with a single family dwelling and accessory wood frame garage on a non-conforming 7,840 square foot parcel in the R40 zone district. Subject property has 55 feet on Sigsbee Road, 55 feet along the rear property line, 143.28 feet on the south side, and 143.13 feet on the north side as shown on the site plan by Walter F. Hyde III,Architect dated 10-12-15. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's January 20, 2016 Notice of Disapproval based on an application for building permit to construct covered porch addition and legalize "as built" deck addition to existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2)more than the code maximum allowable lot coverage of 20%. RELIEF REQUESTED: Applicants' are requesting variances to construct a covered (roofed) front porch addition to the existing dwelling with a front yard setback of 24 feet where code requires a minimum of 35 feet, and lot coverage of 27.3% where the code permits a maximum of 20%. ADDITIONAL INFORMATION: At the public hearing the applicant's architect/agent was asked to submit examples of other non-conforming front yard setbacks and lot coverage on Sigsbee Road. On April 14, 2016 the agent submitted a plot plan showing the lots along Sigsbee Road located to the north of Peconic Bay Boulevard and identified 12 properties with non-conforming front yard setbacks and//or excessive lot coverage. Page 2 of 3—April 21,2016 ZBA#6935—McGrath SCTM#1000-144-1-5.2 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7,2016 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 X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed front porch addition will improve the curb appeal of the existing dwelling and the as built deck addition in the rear yard is a common feature of residential properties and cannot be seen from the street. There are numerous properties along Sigsbee that contain similar non-conforming setbacks and lot courage. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than the variances sought. The existing dwelling already has a non-conforming 30 foot front yard setback and non-conforming lot coverage of 23.5% so any additions in the front yard will require variances for both a front yard setback and excessive lot coverage. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing ,25.7%% relief from the code for the reduced front yard setback, and 36.5% reduction for the lot coverage. However, such non-conformities are typical on numerous lots in the subject neighborhood. 4. Town Law X267-b(30)(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 for all structures. 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 §267-b. Grant of the requested variances is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a front porch addition and legalized attached rear yard 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-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the architectural drawing titled site plan and elevations sheet A-1 by Walter F. Hyde III,Architect dated 10-12-15. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Page 3 of 3—April 21,2016 ZBA#6935—McGrath SCTM#1000-144-1-5.2 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 Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). G Leslie Ka es Weisman Chairperson Approved for filing /91/2016 J t Scott A. Russell ,��° `�� STOIKIAWAT]E)E�_ SUPERVISORWAN AG]EMUENT y � SOUTHOLD TOWN HALL-P.O.Box 1179 tCy S 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - DOES THIS PROJECT INVOLVE ANY ®1F THE E ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B/within Excavation or filling involving more than 200 cubic yards of material any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. to preparation within 100 feet of wetlands, beach, bluff or coastal e osion hazard area. ❑ E. ite preparation within the one-hundred-year floodplain as depicted - oO-rIRM-M-ap- of any watercourse:- i ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square - ! ---feetLL orrisme,-untess prior approval-of a-Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,AgDntment.Contractor,Other) S-C.T.M. #: 1000Date �+ Al nct NAME: 114-1 n ✓ Section Block Lot 3/, 1LD1NG DEP:�1?TM-NT LSI: ONL`; Contact Information. /�{:7 "31 1rlepI b, ,�Iwn — J� a� —S��� � — — — — — Reviewed By: �L Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — El Approved for proce5�ing Building Permit Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan i,Required (Forward to Engineering Department for Review) DORM " SMCP-TOS MAY 2014 SO�lyo! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road c� ,,aaxx(631)765-,95Q2� P.O.Box 1179 G, Q roder.rychert fown.sOUtf10 nV Us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: aLokAl Date: 3 3 I Company Name: -E-a- I Name: License No.: Address: Phone No.: (�3 _ ag �j JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 3-:�),o (n 12s V,5 Q6 t *Cross Street: *Phone No.: - Permit No.: Tax-Map District: 1000 Section: Block:_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: / NO (R:ough In Final *Do-you need a Temp Certificate: YES NO - Temp Informationff-needed) 'Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other 'New Service: Re-tonne Unde g7oun Number of Meters I *ange Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form CD ILA Walter F Hyde III,Archltect 85 Brookside Ave North Babylon, New York 11703 , -- ✓- Telephone 631838 9833 whyde@workofarch.com ' www.workofarch.com May 11 2026 Project Address: D McGrath Residence MAY 2 20y� 1330 Sigsbee Lane Mattituck NY 11952TO�ATG DEPT ,5OUTROLD To whom it may concern, I,Walter Hyde [[[, represent the McGrath's as their Architect of record. Itis my professional opinion that the existing rear porch is the same porch that was legalized through building permit#21739-Z dated October 27,1993• Please feel free to call me directly if you should have any questions or concerns. Respectfully yours, Walter F Hyde III, Principal Q � � 0- 037 2 0 X37202 �0 \ z TOWN OF "SO�UTF�OL`D3`�PR'0-�►�RTYr RE�N��=D CARD � (� .,c_ xV=•;�Y':ri *-.."7ii��'r'..a� - .. --'� •'9= - ^-5-�. � - ��rte-- !} OWNER STREET 1t VILLAGE,' DIST. SUB. LOT i 04,, \ �). r ,t(i" , /�<.7` ✓�/ G.� d�'.��:�rli�/(�'V A•,•,�i l/ (/1 r ! 6'v FORMER �O'�'j/f/NE/R/ ',a �/pr_�.,r�,,es( rr , J, E ACR. 4 4 eP p! T. L c {1(,( {T 4d-F �'iLGhhwlY G .�, W TYPE OF BUILDING C.Z)W fJry-G f / RES.��� SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ov 3 �� i'� L/-® d G /f �' (, ��l17 SaL� ' '�J5i 8�0, ��= L�icr1h'ucr' I� �o �.�„�,g.N�! �n�vF ,� ;�� sJ � f� 2e �/� 2'�)q So o o J�L� ur f. ia la;jc►'l: ' 4 K--)J Q&?0 P —-L,4c- b U 17- 4D L+C A hull iv av 93 9 1 911 - ® S4, A e-e AGE BUILDING CONDITIONq ,� LI( t.� 7� -L-Jrrh G r- NEW NORMAL BELOW ABOVE ���� T�6q-,-I- ( w ��(�(� � � ( , FARM Acre Value Per Value ,Z,�'fG � - �' r, Acre L -�-( IID 03- tjp- r 4D 1 f;M/1t�� 0 r-S —;/v)G Tillable i Tillable 2 - S f 1"illable 3 0 -L ,Noodland Swampland FRONTAGE ON WATER11 s��y 1 � 3rushland FRONTAGE \, N ROAD 0 Nouse Plot DEPTH BULKHEAD Total DOCK COLOR .�:`� ,� •���,. �,,,.`,,: ,1 r.,�.{.✓.,�:,� .-Y�::�� ��.y a•.i � TRIM s «s•r�C� I3S�,� FFFS{ `� �. {u t$ � wJ'r �v is1':,..�d. '•`F'' x a � �. 15, ri , M. Bldg. : G' 3 3 'L�'Foundation Bath Dinette Extension r7Y L/ 13c y U �j Basement 'p rr j^ Floors K. Extension Ext. Walls C� �� i Interior Finish `c LR. of dei-a�Ea�•i: Extension Fire Place Heat ( DR. Type Roof Rooms"1-st-Floor BR. Porch 7 L!Jli �j Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio i O. B. Total 3 �a i S/GSBEE` ' ROAD ' " S 206 38",E 55'" ,r TIE 12PS51'y FO. p SCM.+ CM CO. 110, t � rod t5 8.1 Q a/ a m' } Crdanq`! / STORY W; u WOOD > c i fRAME RESIDENCE 4 j a N 14 Cony stoop th g` Gvaranfees htdkd&d bm cg to Barr WOOD p Y is $a?fa a I ° Weir6 ! OECX en! to flCr y i 4 (a `+, is prepared;and an In,,$z�f to L-A tt„ CempeP+y,G+�e"a.; A ;gfa I " IO.2, '6.B'' irg jndittdia0y'di U40d'��Rd f _ _._._. __ m j' f fhe,auignam of the IcnilMg hwitvliath i HARBACU£ t nraafenA am aa) trnnsfcrabte to f, j t (hfosaryl ry FRAME' nddilioctal itulilu3im or soh3";g1e,.f oemoas JAN r 5 2016 ' ''r f GARAGEch,' ti ' C -- -- - - - -- too " wit� '!�' e"" �e of 1 y tlm W 16h C-,-,D ;-1 LOW. 2EAST RAILL 3 77VCE.S FO g G tS oy'mwp mt,blar"lg Hm i&d&,wayor9'emisdvAd t�nl dealt nat be coadamd to bm a paild,M' $ !V/,- HUS/NG copy, FM#BOI SURVEY OF SURVEY£O 1L S.-Pr,St3' j F/L'ED%'✓AA!/2,Y926 SCALE': I" Po, rIwl000=-/4q-ol-o5 LOT-27 and P/.O LOT 28' + M.CM.;Fatrrtd Conor/c /N Moaumrn/ AMENDED MAP Of ,PROPERTY of MATT/,TUCK 'PARK PROPERT/ES, /NC. j SI rVATE ` MATT/,NICK, ;IOWN OF SOUMOL"D ; } SUFFOL:If' ;COUNTY,,N.Y... I SURVEYED FDR HOP.,E'HERGM/ETER GUARANTEED 77: SURVEYED 8Y, MOPE HERGR!/ET£R tTANLEY J, 'ISAKSEN,JR. FIRSTAMERICAN•'rlrlE,INS. CO. S PO. vuBar 2.94 TOWN OF SOl/rNDLO, NEW Sl/FFOLX,N.)',1/056 734=5835 L�/CEN 'CAND 3Y/RYEY •, A� ® DATE(MMIDD1YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 12101/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.,If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT LoVullo Associates,Inc. NAME AC Edwards Inc APIC, Eat (631)472-8400 ONE FAX c,No o.(631)472-8486 6450 Transit Road E-MAIL ADDRESS Depew,NY 14043 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:ARCH SPECIALTY INSURANCE COMPANY 21199 INSURED HR Prince Inc INSURER B PO Box 876 INSURER C Jamesport,NY 11947 INSURER D INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEAUDLISUBRI POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY MMIDDIYYYY A X COMMERCIAL GENERAL LIABILITY X AGL0020397-00 12116/2014 12116/2015 EACH OCCURRENCE 5 1,000,000 CLAIMS-MADE X❑OCCUR DAMA ET RENTED PREMISES Ea occurrence) 5 100,000 MED EXP(Any one person) $ 10,000 I PERSONAL 8 ADV INJURY 5 1,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 POLICY F7X jECT F—]LOC PRODUCTS-COMPIOP AGG S 2,000,000 OTHER S AUTOMOBILE LIABILITY C MBINED SINGLE LIMIT S Ea accident ANY AUTO BODILY INJURY(Per person) S ALL OWNED AUTOS AUTOS SCHEDULED BODILY INJURY(Per accident) 5 HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS 5 Per acadent J I I S HENTION OCCUR EACH OCCURRENCE S CLAIMS-MADE AGGREGATE S 5 5 WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE F_ E.L EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? NIA (Mandatoryin NH) EL DISEASE-EA EMPLOYEE S Ifyes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT I S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101.Additional Remarks Schedule,maybe attached if more space is required) Certificate holder, Town of Southold,(Town Hall Building Department Southold NY 11971)are included as additional insured as required by written contract. Job Location:1330 Sigsbee Road Mattituck NY 11952 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Ronald Patricia McGrath AUTHORIZED REPRESENTATIVE 15 Canterbury Road GLEN HEAD,NY 11545 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER 10:922820 LOC#: ACd ADDITIONAL REMARKS SCHEDULE Page of k.— AGENCY NAMED INSURED AC Edwards Inc HR Prince Inc PO Box 876 POLICY NUMBER Jamesport,NY 11947 AGL0020397-00 CARRIER NAIC CODE Arch Specialty Insurance Company 1199 EFFECTIVE DATE:12/16/2014 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:25(01114) FORM TITLE:Certificate of Liability Insurance This Page Intentionally Left Blank ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.6.2 DD CAJ/r Compliance Certificate NOV 2 9 2016 '1,DTNG DEPT. r Y,, , L➢u SO�JTHOLD Project Energy Code: 2010 New York Energy Conservation Location: Nassau County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (4910 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1330 Slgsbee Rd Mattituck, NY 11952 ® ® .,k': �?�'✓ �, �1 m'�a fi� °biit� ,�,.o'an�..,�vos.,Leh`:;^'„ YdM� a yds`. .3�xt� Compliance 11.0%Better Than Code Maximum UA- 292 Your UA. 260 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 AreaCavity. -C,ont'Assembly R-Value 11-Value' Perimeter Ceiling 1: Cathedral Ceding 1,560 28.0 0.0 0.037 58 Wall 1:Wood Frame, 16"D.C. 510 21.0 0.0 0.057 27 Window 1:Wood Frame:Double Pane 36 0.310 11 fl Wall 2:Wood Frame, 16"D.C. 245 21.0" 0.0 0.057 10 Window 2:Wood Frame:Double Pane 22 0.310 7 Door 1:Solid 40 0.330 13 Wall 3:Wood Frame, 16"o.c. 510 21.0 0.0' 0.057 26 Window 3:Wood Frame:Double Pane 48 0.310 15 Wall 4:Wood Frame, 16"o.c. 245 21.0 0.0 0.057 10 Window 4:Wood Frame:Double Pane 8 0.310 2 Door 2: Glass 1 62 0.310 19 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 725 19.0 0.0 0.047 34 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 125 21.0 0.0 0.044 6 Floor 3:All-Wood Jolst/Truss:Over Unconditioned Space ti 460 19.0 0.0 0.047 22 r Project Title: Report date: 04/11/16 Data filename:\\THETA\Storage\0_Projects\Walter\1515_1330 Sigsbee Ln\Res check.rck Page 1 of 2 --a Compliance Statement, The.proposed building design'described here is consistent with the building plans,specifications,and Iother calculations submitted with the permitapplicatigh:The proposed building has-been designed to meet'the 2010 New York Energy Conservation Construction Code.requirements.in,REScheck Version 4.6.2 and fo comply With-the-mandatory requirements listed Wthe'REScheck Inection Checklist. �Li't'(C 04/11. 16 Walter 'H de T2T eD A Name.-Title Signature �c� � p, lyy /�� pate I,Walter Hyde III Architect have visited 1330 Sigsbee + Lane, Mattituck NY on 04.07.16 and with this com- pliance certificate,have found 7242, y0 L.�F N � the home to meet the energy code as currently in effect. P`rojecf Title: Repok date:, ,04111/,16 Data flienariie:•l1THETA\Storagel0_Projects\Walter\1515. 1330 Sigsbee Ln\Res eheck.rek Page 2 of 2 I Walter F Hyde III,Architect 85 Brookside Ave North Babylon, New York 11703 Telephone 631 838 9833 whyde@workofarch.com ' www.workofarch.com I SAN - 8 2016 - � January 7, 2016 Mrs Amanda Nunemaker: Please find below a clarification related to the recently submitted drawings for 1330 Sigsbee rd, issued 12/30/15 . 1. The "Climactic and geographic design criteria table" as seen on T-1 incorrectly lists 110 mph wind speed. Please consider this letter a correction of the chart as it should read 120 mph per our conversation today January 7'h, 2016. Respectfully yours, Walter F Hyde, III Architect ��RED ARF. c� Walter Hyde, Principal 71 X37202 ,(1 f i 1 y _ of �i - ': a.-, __ a-�'•- �` - - - -= v 1� k 1. y .. ♦ � -w �`-� -' f �' � ��EOFr s.s'-' ~] �,•t --AFM"^"-�tt`�'��•. _ i .,.- -.,�y�ii+�Y}�'; -.�•tom �w�r .. 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DATE SUBMISSION ._ 01/11/16 ISSUED FOR DENIAL q I I I 5 anr° f i,' :�( y., Y d •'- -,.a I�, I I I , '� t `�: �,._,.r..v-R' I� +i1„a°r.�, ,I:� � , � •., v .� _ � • r ' . _ ',, - '; " . - P/0 LOT 28 ...._.� 4`; ->", yo r'i,+% ' � 3.M�'' ,..•,a Y rr' „r' r aw.n �« r aw ^.°r w r.s,► .i•"" is I III �° «� �,�„ �.,�,r.•- r _ _ - ���,�' _ �..�' � �, ^,�, �. �->:� �. ,.--�^ _. a- _ �.. ,_-•,, . .. ..�', � - �•, ,.,�, , ._- . . � ��_= « w = ,.- •gym: ,q-,.� All— EXISTING 1 STORY u , WOOD FRAME EXISTING RESIDENCE ASPHALT 3 PROPOSED FRONT FACADE RENDERING DRIVEWAY (n SCALE:1/4"=1'-0" EXISTING WD FRAME RESIDENCE TO REMAIN; 00 SEE FLOOR PLAN FOR � INTERIOR MODIFICATIONS. I m DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE >_ REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS �'�r� OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE w 20'-10" ROOF; ASPHALT SHINGLES ORIGINAII PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND EXISTING RATED FOR 110 MPH WIND PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. EXPOSURE BY CERTAINTEED ON TRANSITIONAL STRIP PVC SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Al #30 FELT PAPER OVER 1/2" FASCIA BOARD OR �Q. HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY U 17'-11" 8. 1 ' PLY WD SHEATHING. URETHANE GABLE VENT BY TO STING CHIMNEY THESE DRAWINGS BE REPRODUCED. DEMOLISH TEMPORARY PROPOSED PLATFORM AND STAIR CENTER GABLE WITH DOOR � BOARD AND BATTEN EXTERIOR GRADE SIDING BY O WALL LANTERNS, CERTAINTEED OR EQ. SEAL: U 16.2 10'-0" OWNERINATE WITH AT NEW ENDWALL T.O. NEW & EXISTING RIDGE (ALIGNED WITH ELEV. ±15'-6" EXISTING FACADE) _ �a R ED A n NEW 300 SF o w o2 "� F cyi COVERED PORCH. i 0 > 0 r1� T.O.T0SIDE RIDGE ,' - -. '�5 �� �R SEE A-2 o a ELEV. ® ±13'-5" 1 J._''-1_r1 T�i ' I._� '-..;� ------ --------- - o � j��1 )�I; E _12 —115 B.O. BEAMS— /._.__. _ 1 LOT 27 ELEV. ® 9 9 -- --- T9T o3?202 .:._ o FpF N��1 op 1 F w BOARD AND BATTEN Ell Tw SIDING BY CERTAINTEED / NYS LICENSE #037202 V) OR EQ. AT NEW ENDWALL N � FACIADEDWITH BEYON �ISTING — \ - - EXTERIOR FACADE AND FIRST FLOOR if—Off -- INTERIOR RENOVATIONS PORCH - ELEV. @ 2'-0" ao rh GRADE ELEV. � o -oma 1330 SIGSBEE RD SIGSBEE ROAD s 20 38' 0" E 55.00 NEW PORCH, SEE SECTION .1 I EXISTING) VINYL SIDINGS MArnTUCK, NY 11952 FOR MORE INFO. J L J L Y CERTAINTEED OR EQ J L (EXISTING) ( ) SIDELIGHTS,DSSEE FLOOR FE ISH;NPROVI ERRUSTICNLEDGECCENT _ TITLE: TOWN OF SOU TH OLD ZONING ANALYSIS PLAN FOR MORE INFO. CASCADE BY ELDORADO STONE WITH SITE PLAN AND ELEVATIONS TAPERED EDGE CAP OVER 2 LAYERS #30 FELT DECORATIVE COLUMNS; PAPER, DIAMOND FACED MESH AND McGRATH RESIDENCE COLUMN WRAP ABY FYPON MODEL MORTAR COATS, PER MANUFACTURER 1 1330 SIGSBEE LN 1M# 1000-144-01-05 LOT 28 #CKWT96161 (8 TOP WITH 12 BOTTOM RECOMMENDATIONS. TYP. SEE SECTION ---- MATTITUCK, NEW YORK 11952 CONSTRUCTION TYPE: 5B 54 LONG) ATOP CUSTOM BUILT PT WD FOR MORE INFO. FRAME BASE 18%18%±36" WITH FINISH SINGLE FAMILY DWELLING(#1330) ZONE-R-40 EXISTING PROPOSED TO MATCH GARAGE STONE VENEER. (EXISTING) PIER I� , Safi 12 2016 !`-- DATE: 10-12-15 " FOOTING, SEE HEIGHT / NO. OF STORIES 35' / 2.5 ±16'-5- / 1 NO CHANGE EXISTING WINDOWS AND FOUNDATION PLAN ��-s- __ PROJECT NO: 1515 SHUTTERS TO REMAIN AND DETAIL 4/A3 DRAWN BY: WFH III LOT COVERAGE 20% 23.5% 27.3X MINIMUM LOT SIZE (SQ FT) 40,000 7,876 NO CHANGE �-----�`•��� CHECKED BY: MINIMUM FRONT YARD (DEPTH) 50' 29.9' 221' SCALE: AS NOTED MINIMUM SIDE YARD WIDTH (COMBINED) 135MCOMBINED IN EA E 30.7' COMBINED NO CHANGE 10 DRAWING N0: MINIMUM REAR YARD (DEPTH) 50' 53.9' NO CHANGE 0' 4' 8' 16' 0' 2' 4' 8' 1 PLOT PLAN LOT WIDTH ,50' 55' NO CHANGE 1/8„ 1,-o 4 PROPOSED FRONT FACADE 1/40* = 1'-0" SCALE: 1/8"=V-0" LOT DEPTH 175' 143.13' NO CHANGE NORTH SCALE:1/4"=1'-0" NORTH SHEET N0: 1 r� ca 77717'7A ELECTRICAL INTEP\10P\ AND EXTEP\10P\ ALTE ION5 AT THE INSPECTIOer REQUIRE D tr E; ADDENDUM #1 =� F - - 0 THIS DRAWING PACKAGE HAS BEEN AMENDED TO INCLUDE A COVERED FRONT PORCH WHICH WAS APPROVED ON -MOO""% >_ APRIL 22ND 2016 THROUGH THE ZONING BOARD OF APPEALS PROCESS; APPLICATION #6935. PLEASE REFER TO ATTACHED LETTER FROM THE BOARD AND THE APPROVED DRAWING DATED 10-12-15. COMPLY WITH ALL CODE OF NEW YORK STATE & TOWN ODES ° AS REQ U . D AND CONDITI NS OF SOUTHOLD TOAN ZBA1330 51G5BEE ��'" h" JG BOAR .,�CAI 04 :ES U FI S- r. . -- W 0 w U 1 Q U LOCATION MAP TOWN OF SOUTHOLD ZONING ANALYSIS DRAWING INDEX W 0 w � 0 McGRATH RESIDENCE INITIAL LATEST ISSUANCE 0 M. NO. DRAWING TITLE - >_ 00 0 1330 SIGSBEE LN 1M# 1000-144-01-05 LOW 28 ISSUANCE REVISION N0. dt: DATE � � m � � MATTITUCK, NEW YORK 11952 CONSTRUCTION TYPE. 5B T-1 TITLE SHEET, DRAWING INDEX, PLOT PLAN & NOTES 12/02/2015 1 05/02/2016 Q I SINGLE FAMILY DWELLING(#1330) ZONE-R-40 EXISTING PROPOSED GN-1 GENERAL NOTES 12/02/2015 1 05/02/2016 0 m CO t.laa1C V.ouT1t in 6 HEIGHT / NO. OF STORIES 35' / 2.5 f16'-5" ,/1 NO CHANGE GN-2 SCHEDULES AND NOTES 05/02/2016 0 � 4. FLOOR AREA RATIO / FAR 20% 17% Z73`% (r GN-3 GENERAL FRAMING CONNECTIONS 05/02/2016 m . Vis= MINIMUM LOT SIZE (SQ FT) 40,000 7,876 NO CHANGE A-1 PLOT AND FOUNDATION PLANS 12/02/2015 1 05/02/2016 � � d f ri`arA-2 FIRST FLOOR AND ROOF PLANS 12/02/2015 1 05/02/2016 '� Lo 0 � -c MINIMUM FRONT YARD (DEPTH) 50 29.9 C"22'13: 00 z K' MINIMUM SIDE YARD WIDTH (COMBINED) 15 MIN EA SIDE 10 A-3 ELEVATIONS AND SECTIONS 12/02/2015 1 05/02/2016 "* 35' COMBINED 30.7' COMBINED NO CHANGE MINIMUM REAR YARD (DEPTH) 50' 53.9' NO CHANGE LOT WIDTH 150' 55' NO CHANGE NO. DATE SUBMISSION AREA OF WORK F LOT DEPTH 175' 143.13' NO CHANGE - 12/30/15 ISSUED FOR PERMIT 1 5/02/1 ADDENDUM #1 BUILDING DEPARTMENT & CODES: CODE I 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, AND THE 2010 NEW YORK STATE BUILDING CODE. 2. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE IRC SECTION-R613.5. ALL GLAZING THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE THE 2010 BUILDI�JG CODE OF NEW YORK SHALL COMPLY WITH SECTION R308. STATE WHEREBY ADOPTING THE 2006 INTERNATIONAL RESIDENTIAL CODE IN CONJUNCTION W/ ASCE7-10: 3. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES: TMS 402 ACI MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH I ti �;r;=�jD �`8r v / SECTION R318. 530ZASCE 5-13 THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTIONI MANUAL FOR ONE & 4. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH A TWO FAMILY DWELLINGS (2001 EDITION), ASCE 7. THE PRESCRIPTIVE RESIDENTIAL WOOD DECK SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R315. CONSTRUCTION GUIDE�AMERICAN WOOD COUNCIL) AND THE TOWN OF SOUTHOLD LOCAL CODE. WHERE 5. INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION RR316. , ' ANY DISCREPANCY MAY OCCUR THE STRICTER CODE REQUIREMENT SHALL GOVER��, 6. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703.4. 7.,a 8. ASPHALT SHINGLES REQUIRED BY THE ZONING ALL (DEPARTMENT, ANSTALLED IN C SURDVEY IS BEING SUPPLIEDANCE WITH WITHTION WITH THIS PERMIT APPLICATION, UNDER SEPARATE 7 �° R COVER. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, Aorto"7 �.rek 9. THE ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE } GENERAL NOTES PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND f 1,:1 1 PC,►Td CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY PROJECT OWNER/CLIENT NOR ANY OTHER ENTfTY ON ANY OTHER PROJECTS ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ALLOW. DEFLECTIONS O F S TR U C T. MEMBERS(TABLE R301.7) ORIGINAL PROJECT EXCEPT NT WRITTEN AUTHORIZATION AND INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF STRUCTURAL MEMBER ALLOW. DEFLECTION HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY SUCH NOTIFICATION HAS NOT BEEN GIVEN. THESE DRAWINGS BE REPRODUCED. SURVEY RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/180 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL INTERIOR WALLS AND PARTITIONS H/180 ' PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. SEAL: ¢ 'S/CsSBEE: fi70AD.. FLOORS AND PLASTERED CEILINGS L/360 +. : :. 3. ALL PHASES OF WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ACCESSIBILITY � = t re y!' Fo•, ` . REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES HAVING ALL OTHER STRUCTURAL MEMBERS L/240 ARC s 2a 38 �' ., 55 JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 ° '�F - ` ' AFD MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE: ARCHITECT OF ANY A CM LM r. CODE DISCREPANCY PRIOR TO CONSTRUCTION. EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES L/240 Q s' (t Q) .: A 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUIMBING AND FIRE EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES L/120 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWING'S. IT SHALL BE THE -t> J RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL NOTE: L=SPAN LENGTH, H= SPAN HEIGHT. s� o P� DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS y 37202 p. �. A. T LL T 'k : HT ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO HE WIND SHA BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF F SHALL BE BROUGHT TO THE OF INSTALLATION OF WORK. DETERMINING DEFLECTION LIMITS HEREIN. Q B FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. $! . : 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY q . . . PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC NYS LICENSE #037202 V & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. ctr""4, t STORY RAMSWOOD. ? ; 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE EXTERIOR FACADE AND FRAME o , BUILDING PLAN REVIEW NOTE. x RESlDENCC c € ; • o{ o ; � CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND INTERIOR 0 ty: . , FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY BUILDING PLANS EXAMINER SHALL REVIEW HE SNCL DOCUMENT RENOVATIONS :. '�} BASIS. T ENCLOSED D C NT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS I Q K AS SPECIFIED IN THE BUILDING CODE. THIS REVIEW HOWEVER DOES NOT GUARANTEE NCOMPL COMPLIANCE &THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THIS DOCUMENT: STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. .•o ct _ IS ACCURATE 1330 SI GSBEE RD i 8. CONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, � AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF LIFE, HE T , PROPERTY D MATTITUCK, NY 11952 4 AND PUBLIC WELFARE, - IS THE RESPONSIBILITY OF THE LICENSEE. MAY - 3 216 w -•Caoc .GUaranfees Ind#cc1:K3 horn(n rhd run 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. kWDad Sloop i �' oifty h ,palm P :rn.t�s9y` IQ DECK �' t?*�?cr��� 'S t + t�. 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. TITLE: Q Io tl^ ccmpcflj, G&pr6 ,w. • BUILDING DEPT. COVER SHEET i° `v+''t �� tf Il � ! 'rd 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION TOWN OF SOUTHOLD ihe;cs"sne : cf the t , iatjon WITHOUT COMPROMISING THE QUALITY OF THE WORK. BAR9ACVE i ucirontao5 are ml trcrtstrrcbla to 'h'`0S '7 " FRAAfE odrtitianal inaiNuEian: as »�bsegl::: o,nars... .; 12 ALL NEW WORK SHALL CONFORM TO LO ZONE 4 !�` o CaRAaE CAL, STATE & ADA CODES. GEOGRAPHIC E S I GN CRITERIA TABLE N.� a . .. _ , N 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED DATE: 10-12-15 WIND SUBJECT TO DAMAGE FROM ICE SHIELD cwe" mr ad+ri'<cn tm ch'." GROUND SEISMIC WINTER AIR Qy j oy �, CONTRACTOR. UNDERLAY- FLOOD PROJECT NO: 1515 wr7 � -xw 1�° F of' SNOW DESIGN DESIGN FREEZING c0 FROST LINE MENT HAZARDS ` + 1mlb + =� �°w• LOAD SPEED(MPH) CATEGORY WEATHERING TERMITE DECAY TEMP INDEX DRAWN BY: r Z 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES DEPTH REQUIRED WFH III CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH MODERATE TO SLIGHT TO CHECKED BY: ` ; weY m�� ': ?",o '; DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF 30psf 110 B SEVERE 3 FEET HEAVY MODERATE 11 YES NO 599 YES r I CM EAST/.3'. .•. M Im Ts obor�d alt., ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT / SCALE: AS NOTED °, tlm 1�sidurreyo N 20°29' W . 55' •: .:. rds be_ ���nr�d b t;a a ;aria:nom► NOTES: THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT 1. SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD ZONE MAPS. DRAWING NO: tour::: SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO N/F -MUSING CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND 2. SUBJECT PROPERTY _ LOCATED WITHIN A WINBORNE DEBRIS REGION. RAT IS E IN 6RMATION PROVIDED`BY.OTHERS'FOR 'REFERENCE ONLY."NTS'- SEE-SIGNED'AND,SEALED SURVEY PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. T-1 SHEET NO: DIVISION 1 - GENERAL REQUIREMENTS 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. FOR ALL BEAMS. A. ROOFING: C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. DIVISION 6 - WOOD ( )1. FIBERGLASS SHINGLES: THIRTY 30 YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. STRICT 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 fir; COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 3• EAVE FLASHING: SEE NOTE B-4, BELOW. AND HIS SUBCONTRACTORS VALUES. 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing; B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE - CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15 A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE THE WORK OR HE SHALL BE RESPONSIBLE: FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A T 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION; _J,_ WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING ACCORDANCE WITH AF&PA STANDARDS AND STAMPED GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL ARE SHOWN OR NOTED. 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. 7. THE ARCHITECT WILL NOT BE RESPONSI03LE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS I ' TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE 0 EAN BAY u PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A E PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR 0 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886W z U HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: c SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL Q U WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPAREDBY OTHERS SHOULD SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R302.2.1.2 OR SHALL W 0 � p D. BOLTS IN WOOD FRAMING: BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE RESIDENTIAL CODE OF NEW YORK STATE. - }- DD 0 DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE U) m c)) TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: ROUGH OPENING, ETC. AT LEAST ONE u O m O COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 00 FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR co N ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT GLAZING IN ANY DOOR ENCLOSING SHOWER TUB < OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS m THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR E. LAG BOLTS: In O � 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 1. SHALL BE OF STRUCTURAL GRADE STEEL. POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND REQUIREMENT D < 00 Z CO SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE RE � 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM Q T OES LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. ALTERING STRUCTURAL MEMBERS: 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN F. DIVISION 9 - FINISHES THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE A. GENERAL NO. DATE SUBMISSION ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK - 12/30/15 ISSUED FOR PERMIT 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: STATE AND LOCAL CODES AND ORDINANCES AS APPLICABLE G. BUILT-UP BEAMS: ( ). BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD WATER TABLE: MIN. 2'-0" BELOW BOTTOM) OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE 24" O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: N. CUTTING OF BEAMS, JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES 1 OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1 OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEIPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE DRAWINGS. TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED PROJECT IS BEING BUILT. THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL ENDS OF MEMBERS. EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN G" LAYERS TO 95 OR DIVISION 15 - MECHANICAL PROVIDE #4 REBAR AT 2'-0" O.C., 1'-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS: A. HEATING VENTILATION AND AIR CONDITIONING: 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AIJD REGULATIONS OF THE GOVERNING AGENCIES. 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS Of SERVICE, BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT OF THE WORK PERFORMED BY OTHERS. PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND „ EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE B. PLUMBING: CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE 17. UNBALANCED FILL NOT TO EXCEED 7 -0 UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 )X SOLID MATERIAL WITH TIGHT JOINTS. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REG REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE ULATIONS OF GOVERNING AGENCIES. PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS BACKFILL SHALL NOT BE PLACED AGAINST 'WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FILOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND DIVISION 3 - CONCRETLINTEL SCHEDULE: 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. E K. HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT A. General: 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WADIVISION 16 - ELECTRICAL LL THICKNESS. HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: 2. LINTEL SCHEDULE: (LION) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH THESE DRAWINGS BE REPRODUCED. ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ® 28 Days (PSI) UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE FOOTINGS 3,000 1/2--l" 4"t 1" SLAB-ON-GRADE 2,500 1/2"-1" 4"t1/2" 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK WALLS 3,000 1/2"-1' 4"f1/2" 5'-1" 70 6'-d" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. SEAL: " " " 3. INSTALLATION: GARAGE SLABS & EXTERIOR SLABS 3,500 1/2 -1 4 f 1 w/ 5% 6'- TO 8 -0 6 X 3 1/2 X 3/8 OR 2-2X12 AIR ENTRAINMENT A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. RED A�qC,L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. ��5 SER y F. /y 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES P� F BUILDINGS. CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN \�,', 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS 4. -THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. (p 5. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A B. REINFORCING STEEL: SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. 9rF 037202 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING , INCLUDING THE BASEMENT OF NE 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. OR CELLAR. - 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF M. CORNER BRACING: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING NYS LICENSE #037202 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) SCHEDULE FRAMING NOTES: INCHES CLEAR FROM OUTER FACE OF ELEMENT. 2. LAP PLATES AT ALL CORNERS. UNLESS OTHERWISE NOTE EXTERIOR FACADE AND 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE N. NAILING: I 2OR BETTERFb 950MIN.. FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0. INTERIOR RENOVATIONS POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN CODES, OR MAUFACTURER'S RECOMMENDATIONS. 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE TREATED LUMBER. INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 0. FIRE STOPPING: 3• ALL SHEATHING TO BE AP.A. RATED PERIMETER PANELS AT EDGE OF ROOF & WALL CORNERS EXPOSURE 1 1/2" MIN. THICKNESS, RS TO BE NAILED IN ACCORDANCE WITH TABLE 3.9 OF THE WFCM 95. 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" PROVIDE SOLID BLKG. UNDER ALL SEAMS. 1330 SIGSBEE RD A. FOOTINGS: 3" NOMINAL LUMBER OR 2 THICKNESSES OF 1 NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. B. BEAMS AND COLUMNS: 2" 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS © 8'-0" MAX. SPACING. MATTITUCK NY 11952 C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) P. ALIGNMENT: 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS & PARALLEL PARTITIONS. ' D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. C. FOUNDATION: (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) �• ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL TITLE: CONNECTORS BY TECO (OR EQUAL). GENERAL NOTES 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 7. INTERIOR HEADERS TO BE (2) 2"x8" TYPICAL UNLESS NOTED OTHERWISE. ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 8• EXTERIOR 1st. & 2nd. FL. HEADERS AT WINDOWS & DOORS TO BE (2) 2"02" TYP. UNLESS NOTED OTHERWISE. 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY Q. PARTITIONS: THE ARCHITECT. 1. GENERAL: DESIGN LOADS: 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. DATE: 10-12-15 THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". LIVE DEAD 4, SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. PROJECT NO: 1515 THE D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 30 10 ROOF FROM FLAT TO 4:12 (0-200 SQ. FT.) DRAWN BY: RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO WFH III SLAB ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 40 10 DECKS / PORCHES CHECKED BY: AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. 40 10 ROOMS OTHER THAN SLEEPING ROOMS SCALE: AS NOTED 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: DRAWING NO: VAPOR BARRIER ON 4" CRUSHED STONE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 30 10 SLEEPING ROOMS N 1 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER 7. INSTALL ANCHOR STRAPS AS PER MFG.. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 2d 10 ATTICS WITH STORAGE MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACICORDING TO DRYWALL MANUFACTURER 10 10 ATTICS WITHOUT STORAGE RECOMMENDATION. SHEET NO: NAILING SCHEDULE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS RAFTER AND/ OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION MAXIMUM HEADER SPhN (ft.) (REFER TO TABLE 30 OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION.) EXCEPT ONE STORY SLAB ON GRADE ONE STORY - SLAB ON GRADE REQUIREMENTS - EXPOSURE D ROOF �CEILLlG FRA1�N@!G (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION MANUAL (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION (REFER TO TABLE 3.4A OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) JOINT DESCRIPTION NUMBER OF BOX NAILS NAIL SPACING 2001 EDITION) MANUAL 2001 EDITION) SHADED AREA INDICATES APPLICABLE WIND ZONE KAM OF HEAW STlE1$MMMM EM OF HEAD NAILS THREE SECOND GUST WiNDSPEED (MPH) RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER RAFTER BUILDING DIMENSION (FT) MIN. SPLICE LENGTH (FT) (1,2,3,4,5) BUILDING DIMENSION (FT) MIN. SPLICE LENGTH (FT) (1,2,3,4) 1 1 2 2 2 2go j SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST 12 2 12 3 100 71�Q ? CEILING JOIST TO TOP PLATE (TOE-NAILED) ( Liall o FALL olM SPACH NLWM OF FULL-lENM STUDS AT EACH EW CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 16 3 i6 4 FRAMING SPACING SPAN (FT) NUMBER OF 8d COMMON NAILS OR 10d BOX NAILS (TOE-NAILED) HOG" OF HEADER REQUIRED IN EACH RAFTER AND OR CEILING JOIST TO TOP PLATE CONNECTION 1,2.3,4 U CEILING JOIST LAP OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 20 4 20 5 12 8 2 2 2 10' OR LESS 16 IFI . 2 2 3 3 3 3 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) (SEE TABLE 3.6A) PER 11E 24 4 24 6 10 2 2 2 24 R 1 2 2 2 2 2 2 _ 8d 2 - 10d EACH END 28 5 28 7 1s 12 k 2 2 3 3 4 4 BLOCKING TO RAFTER (TOE-NAILED) 8 2 3 3 t;�JITER RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END 32 6 32 B 10 2 3 3 THAN 10' 24 K 1 2 2 2 3 3 WALL FWNG 36 7 36 9 24 8 3 4 4 1 JOINT DESCRIPTION NUMBER NUMBER OF BOX NAILS NAIL SPACING 40 8 40 ,t NAILS 10 3 4 4 2 - ,fid (,) 2 - ,fid (i) PER FOOT 50 10 50 13 BUILDING CODE OF NEW YORK STATE TOP PLATE TO TOP PLATE (FACE NAILED) 1. PERSCRIPTiVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 TOP PLATES AT INTERSECTION 4 - 16d 5 - 16d JOISTS - EACH SIDE 60 12 60 16 42 CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301. 2. TABULATED CONNECTION RE(QUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE D. ( ) EQUALS OR EXCEED 110 MILES PER HOUR STUD TO STUD (FACE NAILED) 2 - 16d 2 - 16d 24' O.C. 70 14 70 ,s SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 3. WHEN CEILING JOISTS ARE (INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES 80 16 22 EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. THESE PLANS HAVE BEEN DESIGN IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AFPA)- WOOD FRAME TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-PLATE 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-PLATE 4. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2X4 TOP CONSTRUCTION MANUAL 2001 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS BOTTOM PLATES TO FLOOR J=7S.BAN&ST,MJZ7.OR 2 - ,6d (1,2) 2 - t6d (1,2) PER FOOT CONNECTION USING 2-16d NAILS PER FOOT. FOR SHORTER SPLICE CONNECTION USING 2-16d NAILS PER FOOT. FOR SHORTER SPLICE PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. BLOCKIM FACE NAILED) LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE FM FWNG EQUIVALENT NUMBER OF NAILS. EQUIVALENT NUMBER OF NAILS. 0 NUMBLR OF COMMON EQUIVALENT BASIC WIND SPEEDS JOINT DESCRIPTIONNAILS NUMBER OF BOX NAILS NAIL SPACING EXPOSURE B.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN E2.XPOSURE TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN UPLIFT STRAP CONNECTION REQUIRMENTS (REFER TO TABLE 1609.3.1 OF THE BUILDING CODE OF NEW Y TATE} LJJ Z U JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4 - 8d 4 - 10d PER JOIST SHADED AREA INDICATES APPLICABLE WIND ZO > � a TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS, 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS, (ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION) 3- SECOND GUST 85 90 100 105 110 124 125 130 140 z BRIDGING TO JOIST(TOE NAILED) 2 - 8d 2 - tOd EACH END H, THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/B. H, THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. (REFER TO TABLE 3.4B OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) U BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - ,Od EACH END SHADED AREA INDICATES APPLICABLE WIND ZONE4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FASTEST MILE 70 75 80 85 90 100 105 110 120 W O `.0 BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3 - t6d 4 - 16d EACH BLOCK FASTEST MILE WINDSPEED (MPH) (� J � 4- LEDGER STRIP TO BEAM (FACE-NAILED) 3 - ifid 4 - tsa EACH JOIST RIDGE TENSION STRAP CONNECTION REQUIRMENTS so loo +m 1 m m O JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST (REFER TO TABLE 3.6A OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) FRAMING SPACING SPAN FT NUMBER OF 8d COMMON NAILS OR 10d BOX NAILS IN EACH END 1-i 4 X2D GAGE STRAP. � Q O BAND JOIST TO JOIST (END-NAILED) 3 - t6d 4 - t6d PER JOIST SHADED AREA INDICATES APPLICABLE WiND ZONE ( ) / " m co THREE SECOND GUST WINDSPEED (MPH) 12 12 1 1 2 O BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d (1) 3 - 16d PER FOOT ROOF SHEATHING so 100 U-016t t 2 Q � 1 2 2 JOINT DESCRIPTIONNUMUtH 01 COMMON NUMBER OF BOX NAILS NAIL SPACING ROOF PITCH ROOF SPAN (FT) NUMBER OF Bd COMMON NAILS OR 10d BOX NAILS IN EACH END 1-i/4" STRAP 20 NAILS (1,2,3,4,5,6,7) 1 m I I STRUCTURAL PANELS 8d 10d (SEE TABLE 3.10) 3:12 12 1 2 2 24 2 2 DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - 8d 2-14d PER SUPPORT i6 2 2 2 28 1 2 2 L(7 O � 32 1 2 3 O0 Z C.0 3: DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - Bd 3-10d PER SUPPORT 20 2 2 3 36 2 2 3 CE 1LING SHEATHING 24 2 3 3 16 12 1 2 2 JOINT DESCRIPTION NAII_q N NUMBER OF BOX NAILS NAIL SPACING 28 2 3 4 16 1 2 2 GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7" EDGE /1D" HELD 32 2 3 4 t NOTCH NO. DATE SUBMISSION 20 2 2 DEPTH < 1/4d d WALL SHEATH G 36 3 4 5 24 y 2 3 HOLE EDGE -AN-05/02/16 ADDENDUM #1 JOINT DESCRIPTION NUMBER OF BOX NAILS NAIL SPACING 4:12 NAILS12 1 1 2 DISTANCE > 5/8" 28 2 2 3 OUTER 1/3 OF STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) 16 t 2 2SPAN ONLY 32 2 2 3 HOLE DIAMETER FIBERBOARD PANELS 7/16" 6d(3) - 3" EDGE /6" FIELD 20 1 2 2 < 2/5d FIBERBOARD PANELS 25/32" 8d (3) - 3" EDGE /6" FIELD 24 2 2 3 36 2 3 4 SINGLE STUD HOLE DIAMETER STUD < 3/5d GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 28 2 3 3 DOUBLE STUD HARDBOARD 8d 8d (SEE TABLE 3.11) 32 2 3 4 TOP AND BOTTOM PLATE TO STUD LATERAL CONNEC11ONS FOR WIND LOADS PARTICLE BOARD PANELS 8d 8d (SEE MANUFACTURER.) 36 2 3 4 EXPOSURE D (MULT. FACTORS 1.56) PLATE (REFER TO TABLE 3.5A OF THE D FRAME CONSTRUCTION MANUAL 2001 EDITION) HOLE EDGE DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - 8d 2 - 10d PER SUPPORT 5:12 12 1 1 1 SHADED AREA INDICATES APPLICABLE WIND ZONE DISTANCE > 5/8" DIAGONAL BOARD SHEATHING ,"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT 16 1 1 2 THREE SECOND GUST WINDSPEED (MPH) FLOOR SHEATHI,"3G 20 1 2 2 907 100 no JOINT DESCRIPTIONNAILS NUM8ER OF COMMON NUMBER OF BOX NAILS NAIL SPACING24 2 2 2 STUD SPACING WALL HEIGHT (FT) REQUIRED NUMBER OF t6d COMMON NAILS OR 40d BOX NAILS PER STUD TO PLATE STRUCTURAL PANELS 1" OR LESS 8d 1Dd 6" EDGE / 12" FIELD 28 2 2 3 CONNECTION (PLF) (1,2,3) ' STRUCTURAL PANELS GREATER THAN 1" 10d ifid 6" EDGE / 6" FIELD 32 2 2 3 8 2 2 2 DIAGONAL BOARD SHEATHING 1"X6" OR 1"Xg' 2 - 8d 2-10d PER SUPPORT 36 2 3 3 10 2 2 2 STUD NOTCHING AND BORING LIMITS DIAGONAL BOARD SHEATHING i"X10" OR WIDER 3 - Sd 3-10d PER SUPPORT 6:12 12 1 1 1 12 2 2 y DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, (i) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O.C. AT THE 16 1 1 2 12 14 2 2 2 ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE PANEL EDGE TO OBTAIN SHEAR CAPACITY, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND 16 2 2 2 CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN LOAD PATH. 20 1 2 2 CONSTRUCTED OR NOT, THESE DOCUMENTS ARE NOT TO BE (2) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE 24 1 2 2 18 2 2 2 REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS REDUCED TO 1 - 16d NAIL PER FOOT. 28 2 2 2 20 2 2 2 OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE (3) CORROSION RESISTANT 11 GAGE ROOFING NAILS AIND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. 32 2 2 3 8 2 2 2 OUTER THIRD ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND 36 2 2 3 10 2 2 2 OF SPAN ONLY PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Ar 7:12 - 12:12 12 t 1 1 12 2 2 2 HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY ROOF SHEATHING ATTACHMENT REQUIRMENTS FOR WIND LOADS 16 1 1 2 16 14 2 2 2 THESE DRAWINGS BE REPRODUCED. (REFER TO TABLE 3.10 OF WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION). 20 1 2 2 16 2 2 2 SHADED AREA INDICATES APPLICABLE WIND ZONE 24 1 2 2 18 2 2 2 E= NAIL SPACING AT PANEL EDGE (IN.) THREE SECOND GUST WINDSPEED (MPH) 20 2 2 2 1/4 JOIST 28 2 2 2 DEPTH, MAX. 0 SEAL: 2" MI 1/6 JOIST F= NAIL SPACING AT INTERMIDIATE SUPPORTS IN 90 1DO UD 32 2 2 3 8 2 2 2 PANEL FIELD (IN.) STRUCTURAL SHEATHING 2 2 3 10 2 2 2 1/3 JOIST DEPTH, MAX. E F E F E F 12 2 2 2 DEPTH, MAX. ��k PC SHEATHING LOCATION (1) RAFTER/TRUSS SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS OR 10d BOX NAILS(IN O.C.) (5) 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING 24 14 2 2 3 s�`yF. HY (IN O.C.) CORNERS. O PERIMETER EDGE ZONE ,2 6 12 6 12 g 12(2) 16 2 3 3 SOLID SAWN JOIST AND RAFTER NOTCHING AND BORING LIMIT Q s� / 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 16 6 12 6 12(2) g 12(2) 18 2 3 3 I INTERIOR ZONE 16 6 12 6 12 6 12 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD (0.6 X 10 PSF.) 20 2 3 4 to' i6 6 12 6 12 g t2 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12" RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACING, MULTIPLY THE 1. PERSCRIPTiVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: �. �� C7202 GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOCKOUT BLOCK 6 (3) 6 (3) 6 (3) 6 (3) 2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN B 6(3) B (3) FEET OF CORNERS. `' OF {�}Fv 'r/ GABLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG 1 6 6 6 6 g g RIDGE CONNECTION SPACING (IN.) 12 16 24 48 MULTIPLIER 1.00 1.33 2.00 4.00 3• TABULATED FRAMING LOADS( ASSUME A BUILDING LOCATED IN EXPOSURE B. i. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. NYS LICENSE #037202 2. TABULATED 12 O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G> 0.49. FOR FRAMING MEMBERS WITH 0.42 < G < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6" O.C. 6. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR 11E NEED NOT EXCEED THE NUMBER OF 8d COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF 12d BOX NAILS IN EACH END OF THE COLLAR TiE NEED NOT EXCEED T� LATERAL FRAMING CONNECTION LOADS FROM WIND EXTERIOR FACADE A N D 3. TABULATED 6 O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/ TRUSS FRAMING MEMBERS WITH G> 0.49. FOR FRAMING MEMBERS WITH THE TABULATED NUMBER OF Mod BOX NAILS IN A STEEL STRAP. RAFTER/CEILING JOIST HEEL CONNECTION REQUIREMENTS 0.42<G<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 4" O.C. 7. 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. (REFER TO TABLE 2.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERIOR REN0VATI0NS 4. TABULATED 4 O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G> 0.49. FOR FRAMING MEMBERS WITH (REFER TO TABLE 3.9A OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) SHADED AREA INDICATES APPLICABLE WIND ZONE 0.42 < G <0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 3" O.C. ROOF SPAN THREE SECOND GUST WINDSPEED (MPH) 5. TABULATED NAIL SPACINGS ASSUME A BUILDING AJ EXPOSURE B. 12 24 36 90 100 1� SILL OR BOTTOM PLATE TO FOUNDA11ON CONNECTIONS (ANCHOR BOLTS) WALL SHEATHING ATTACHMENT REQUIRMENTS FOR WIND LOADS RESISTING LATERAL AND SHEAR LOADS FROM WIND - EXPOSURE D ROOF SLOPE RAFTER SPACING REQUIRED NUMBER OF i6D COMMON WALL HEIGHT(FT.) UNIT FRAMING LOADS (PLF) (1,2,3,4) I 1330 SIGSBEE RD (REFER TO TABLE 3.11 OF WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION). (REFER TO TABLE 3.2B OF THE WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) NAILS PER HEEL JOINT 8 74 92 111 MATTITl.1CK, NY 11952 SHADED AREA INDICATES APPLICABLE WIND ZONE SHADED AREA INDICATES APPLICABLE WIND ZONE 12 4 7 10 10 89 109 132 E= NAIL SPACING AT PANEL EDGE (IN.) THREE SECOND GUST WINDSPEED (MPH) 3 SECOND GUST WIND SPEED (MPH) 90 100 110 120 3:12 16 5 9 13 12 F= NAIL SPACING AT INTERMIDIATE SUPPORTS IN 90 PANEL FIELD (IN.) 100 130 102 126 152 BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION SUPPORTING MAXIMUM ANCOR BOLT SPACING(IN) 24 7 13 19 14 115 142 171 TITLE: G ST ESIIN STRUCTURAL SHEATHING CONNECTION R (1,2,3,4) E F E F E F 4.12 12 3 5 8 16 GENERAL NOTES SHEATHING LOCATION (1) STUD SPACING SPACING FOR 8d COMMON NAILS IN O.C. LATERAL AND SHEAR LOADS 1/2" ANCHOR BOLTS 127 157 194 16 4 7 10 18 139 171 2O7 (IN O.C.) MAXIMUN NAILS G C ( ) 1-3 STORIES 34 24 5 10 15 20 150 185 224 4' EDGE ZONE t2 6 12 6 12 6 12 5/8" ANCHOR BOLTS 12 3 4 6 1. TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 3 FEET OF BUILDING CORNERS FOR 16 6 12 6 12 6 12 1-3 STORIES 45 5:1216 3 6 8 BUILDINGS LESS THAN 30 FT. IN WIDTH (W.) OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30 FT. IN WIDTH. DATE: 10-12-15 INTERIOR ZONEt2 6 i2 6 12 6 12 1. PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. 24 4 8 12 2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B WITH A MEAN ROOF HEIGHT OF 33 FT, FOR BUILDINGS LOCATED IN OTHER EXPOSURES, THE TABULATED VALUES SHALL BE MULTIPLIED BT THE APPROPRIATE ADJUSTMENT FACTOR IN TABLE 1.1. PROJECT NO: 1515 16 6 12 6 12 6 12 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). FOR OTHER ANCHOR BOLT 12 3 3 5 3, TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FEET OF WALL. TO DETERMINE CONNECTION REQUIREMENTS, MULTIPLY THE DRAWN BY: WFH III 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNLIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. 7:12IERS, THE 4 TOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 16 3 4 6 TABULATED UNIT LATERAL FRAMING LOAD BY THE (ACTOR FROM THE TABLE BELOW CORRESPONDING TO THE SPACING OF THE CONNECTION: CHECKED BY: 2. TABULATED 12 O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH GZ 0.49. FOR FRAMING MEMBERS WITH 0.42 S G 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR 44 3 6 9 CONNECTION SPACING IN) 12 16 24 48 OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR ( SCALE: < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6" O.C. IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. 12 3 3 4 MULTIPLIER 1.00 1.33 2.00 4.00 AS NOTED 1 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, 9:12 16 3 3 5 4. WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEADER GIRDERS, MULTIPLY THE TABULATED UNIT LATERAL LOAD BY 1/2 OF THE HEADER GIRDER DRAWING NO: 4. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE D. LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5. 24 3 5 7 SPAN (FT). Gir' n - 2 SHEET NO: LIST OF ABBREVIATIONS: ANCHOR BOLT SPECIFICATION HOLD DOWN CONNECTIONS RREQUIRED AT EACH BUILDING EQUIRED AT EACH OVERHEAD CORNER) DOOR JAMB) NAILING AND STRAPPING (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TYPICAL TYPICAL SECOND FLOOR ATTACHMENT NOTE: v SPACING CORNERS (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR 'SIMPSON' J T&G 'TONGUE & GROOVE AB ANCHOR BOLT EQUIVALENT - CS20 (COILED STRAP) ALL COIL STRAPPING TO ACT ACOUSTICAL CEILING TILE TEMP TEMPORARY, TEMPERATURE 12 max. �• AFF ABOVE FINISHED FLOOR THRES THRESHOLD 3-3 o.a 1-3 story) 6. tn. HAVE MINIMUM 12 BEARING ON WALL STUDS (ALL STRAPPING ADJUSTABLE TO TOP OF SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) ALL HANGER ;� r AGGR AGGREGATE TYP TYPICAL STRAPPING TO BE SPACED AT 16" O.C. ALL CONNECTORS IN AHU AIR HANDLING UNIT 'SIMPSON' HD08 CONTACT W/ P/T WOOD SHALL BE FINISHED IN "ZMAX, POST ROOF ALUM ALUMINUM FLR SK FLOOR SINK • • X Q x AWT ACOUSTICAL WALL TREATMENT FOC FACE OF CONCRETE E E -2-16D COMMON HOT-DIP GALVANIZED OR STAINLESS STEEL. RAFTER RIDGE , NAILS 0 6" O.C. AT RAFTER TO RIDGE BOARD CONNECTION BOARD/BEAM FOS FACE OF STUD, FACE OF SLAB . ��piv FOR FULL LENGTH BD BOARD FP IFIREPROOF OF STfUD SIMPSON LRU28 / 210 / 212 W/ STRAP LSTA — COLLAR TIE i BLDG BUILDING FR (FIRE RETARDANT, FIRE RATING PLAN • BLOCKIN FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP L _ _ __ _ BOT BOTTOM FT FEET 0 ENDWALL ii FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END FTG FOOTING FURNITURE I I � AT RAFTER TO RIDGE BEAM CONNECTION CAB CABINET FURN - CPT CARPET FURG (FURRING 3" SQ. x 5/16" WASHERS---, FOR ADJUSTABLE 10) 10D COMMON NAILS AT FACE CG CORNER GUARD FLIT FUTURE & END NUT SETUP JOIST HANGER - �5) 10D COMMON NAILS AT RAFTER "SIMPSON" LSSU28 ROOF CIP CAST-IN-PLACE DOUBLE SILL PLATE CJ CONTROL JOINT GA GAGE (SINGLE FOR SLAB ON s � � NOTE: FOR CATHEDRAL CEILING CEILING RAFTER � GALV GALVANIZED GRADE APPLICATIONS) i; OR'SIMPSON' HDQ8 CL CENTER LINE „� � o AT SLOPING RAFTERS OR RAFTER TO JOIST GB GRAB BAR I = E 'SIMPSON' PHD6 HEADER CONNECTIONS PROVIDE ROOF CLG CEILING 5/8' DIA. ANCHOR a E JR " I CLO CLOSET GC GENERAL CONTRACTOR BOLTS (TYP.) m E° NIMADD TIONS TO STRAPPINGA0 RIDGE.GER. GFI GROUND FAULT INTERRUPTERTE- RAFTERCEILING FIRST FLOOR ATTACHMEN1f TOP PL. JOIST 0 CLR CLEAR POURED • ;. AT RAFTER TO TOP PLATE TO STUD CONNECTION CMU CONCRETE MASONRY UNIT GL GLASS CLU LAM GLUE LAMINATED WOOD CONCRETE (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) SIMPSON H2A (U.N.O.) (5) 8D COMMON NAILS AT EACH END OF STRAP � ? Z COL COLUMN FOUNDATION °�' r CONC CONCRETE GRD GRADE WALL •a IMPSON" -C) CONT CONTINUE GYP BD GYPSUM BOARD SECTION GYP GYPSUM NOTE: H2A Z0 1`10 U ALL CLIPS & STRAPS CAN BE MOUNTED STUD W W COORD COORDINATE NOTES : CORR CORRIDOR EMBEDMENT INTO INTERIOR, BUT NOT A COMBINATION OF BOTH.'SIMPSON' HDQ8 FROM EITHER ALL EXTERIOR OR ALL 0 >- 00 O NJ CERAMIC TILE HC HANDICAP, HOLLOW CORE 1. USE 5/8" DIA. ANCHOR BOLTS W/ MINIMUM 7" CONCRETE W/ 3" SQUARE x 5/16" WASHERS AND END NUT SETUP. •. ----2-16D COMMON (n m M CTR CENTER HDR HEADER NAILS 0 6" O.C. AT STUD TO FLOOR ASSEMBLY Q CU CUBIC HDW HARDWARE 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED B FOR F=ULL LENGTH O m 0 TO STUD CONNECTION As per table 3.38 HOLD DOWNS FOR SHEARWALLS. OF S1fUD ( P ) CU FT CUBIC FEET HM HOLLOW METAL BLOCKIN (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) O n CU YD CUBIC YARD HORIZ HORIZONTAL 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MINIMUM TO ® ENDWALL 11 SIMPSON CO CW COLD WATER PIPING HR HOUR 12" MAXIMUM FROM ENDS AND CORNERS. II FOR STRAP - MTS 16 (1 _ N (4) 8D COMMON NAILS i--- HT HEIGHT I i AT EACH END OF STRAP SHOE PL. m PENNY (NAIL) HW HOT WATER BLOCKING AT ENDWALL I Lo O n SUBFLR. FOR ALTERNATE - (14) 10D COMMON NAILS DBL DOUBLE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 11' ° ' d STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR 00 Z DEG DEGREE IN INCHES % RIDGE u , ' . (TWO STRAPS TOTAL) DET DETAIL INSUL INSULATION JOIST DF DRINKING FOUNTAIN INFO INFORMATION BLOCKING 3 BAYS ' ' TOP PL. DIA DIAMETER iNSTL INSTALL BACK ® 48" o.C. a `' NO. DATE SUBMISSION FOR SECOND FLR. — SHEATHING TO OVERLAP DIFF DIFFUSER INT INTERIOR 7/8" DIA. THREADED ROD EMBEDDED ADDITIONS FIRST & SECOND FLOOR & • DIM DIMENSION ATTIC ALL STRAPPING, ANCHORS, HOLD DOWNS, 1 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET STUDS BY MIN. 12" 5/02/1 ADDENDUM #1 DL DEAD LOAD JAN JANITOR & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR DN DOWN MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 IDEG. TO 40 DEG F) USE DR DOOR KPL IKICKPLATE 'SIMPSON' AT (HIGHi STRENGTH ACRYLIC ADHESIVE) DWG DRAWING LAM !LAMINATE NOTE: EL ELEVATION LAV LAVATORY FIRST & SECOND FL. NAILING & STRAPPING AT ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR ELEC ELECTRICAL LB POUND EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON" EQUIVALENT CS20 (COILED STRAP) (ALL ELEV ELEVATOR LBR LUMBER STRAPPING SHALL BE INSTALLED PRIOR TO SHOE PL. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) SHEATHIN G.) SUBFLR. EMER EMERGENCY LT LIGHT AT STUD TO FLOOR ASSEMBLY ENTR ENTRANCE LT WT LIGHT WEIGHT � � TO SILL PLATCONNECTION RIM JOIST FLOOR EP ELECTRICAL PANEL BLOCKING 3 BAY NAILING SCHEDULE B . (WOOD FRAME CONSTRUCTION MANUAL FOR STRAP - (4) 8D COMMON NAILS JOIST EQ EQUAL MACH MACHINE BACK @ 48 o.c. ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS AT EACH END OF STRAP EQUIP EQUIPMENT MAINT MAINTENANCE EXCEPTION: WRAP STRAPPING UNDER SILL PLATE SILL PL. EXH EXHAUST MAS IMASONRY WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE Notation THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED Rough A B C D E F EXP EXPANSION MATL (MATERIAL BLOCKING IS NOT REQUIRED. Opening ° EXT EXTERIOR MAX MAXIMUM DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, MECH MECHANICAL A NAIL SPACING FOR SHEATHING @PRESSURE ZONES -0 2 (1) 2x4 1 1 1 1 ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE FAHRENHEIT MTL METAL 4'-0" 4 (1) 2x4 2 2 2 2 I J PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND FA FIRE ALARM, FORCED AIR MFR MANUFACTURER ZONE 1 ZONE 2 ZONE 3 ZONE 4 A ' '. CONSTRUCTED OR NOT, THESE DOCUMENTS ARE NOT TO BE 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE FD FLOOR DRAIN MIN MINIMUM, MINUTE D PROJECT OWNER/CUENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS FDTN FOUNDATION MIRR MIRROR FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND FE FIRE EXTINGUISHER MISC MISCELLANEOUS PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. 10'-0" 10 (2) 2x6 4 4 4 4 PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. FIN FINISH MTD MOUNTED 12'-0" 12 (2) 2x6 5 5 5 5 C E B SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT FLR FLOOR � Notations : AT STUD TO FLOOR ASSEMBLY 'SIMPSO ' HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY N NORTH TO SILL PLATE CONNECTION SP4 THESE DRAWINGS BE REPRODUCED. OC ON CENTER NOM NOMINAL O O (3) (D 3 ® A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) OFF OFFICE NTS NOT TO SCALE B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) FOR STRAP - (4) 8D COMMON NAILS OPNG OPENING Q 1Q A AT EACH END OF STRAP ; OPP OPPOSITE O 1 C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER Q f WRAP STRAPPING UNDER SILL PLATE SEAL: D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END •°' " PT PAINT UL UNDERWRITERS LABORATORIES OF HEADER AT EACH SIDE FOR SP4 STRAP- (6) 8D COMMON NAILS • PBD PARTICLE BOARD LINO UNLESS NOTED OTHERWISE E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEAD RS) AT EACH SIDE OF STUD BRED ARC PERP PERPENDICULAR ® OO 1O 1O O ® OO 1U O ® WRAP STRAPPING UNDER SILL PLATE IRF. H PH PHASE VCT VINYL COMPOSITE TILE F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO �O � VERT VERTICAL END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) Q v END VIEW SECTION PL PROPERTY LINE _ PLAM PLASTIC LAMINATE VIF VERIFY IN FIELD O O t PNL PANEL WD WOOD, WOOD DOOR Q2 CONTRACTOR SHALL UPGRADE EXISTING (Required for all New Constructio ` SPLICING OF TOP PLATE (Req PP PUSH, PULL CONDITION IF MODIFIED OR EXPOSED IN FIELDTYPICAL EXTERIOR WALL CONST. and/or New Additions) 2-q .037202 O Q� PP PL PUSH, PULL PLATE Q3 1Q 03 03 1O 9 3 ® 3 T �- SEE FLOOR PLANS "L" SOF NE:�� PROP PROPERTY GABLEROOFS HIP ROOFS 3/4" SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS PSF POUNDS PER SQUARE FOOT NOTE: BLOCKING 2x FL. JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES PSI POUNDS PER SQUARE INCH A=4 FEET IN ALL CASES INSUL. AS PER PLANS PTN PARTITION NAILING REQUIREMENTS ARE FOR 100-MPH 3- SEC PEAK GUST. STRAPPING: NYS LICENSE#037202 PVC POLYVINYL CHLORIDE (PLASTIC) SPACING IS BASED ON 1/2" SHEATHING & 8D COMMON NAILS (4)8D COMMON NAILS ® EA. RATIO LIMITS = H/L < 3 1/2 _ Building Minimum 1,2 Building Minimum 1,2 END OF STRAP (BY SIMPSON) Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) EXTERIOR FACADE AND QT QUARRY TILE TABLE R301.2.1.2 JOIST HANGER BY SIMPSONPLYWOOD NOT SHOWN WIND-BORNE DEBRIS PROTECTION FASTENING FOR CLARITY 12'-0" 3'-0" 12'-0" 2'-0" INTERIOR RENOVATIONS RA RETURN AIR SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d 16'-0" 4'-0" 16'-0" 3'-0" RB RUBBER BASE SOFFIT MATERIAL AS PER ELEVATIONS SOLID BLOCKING @ SEAMS 20-0" 51-O" 20-0" 4'-0" RCP REFLECTED CEILING PLAN FASTENER SPACING STRAPPING: r „ „ READ REQUIRED (4)8D COMMON NAILS ® EA. END OF = 24-0 6 -0 24-0 4'—0 4FOOT 6FOOT 1330 SIGSBEE RD FASTENER TYPE PANEL SPAN STRAP OR H2 CONNECTOR (BY " „ 28-0 7'—0 28-0 5r—o MATTITUCK NY 11952 RESIL RESILIENT < 4 FOOT <PANELSPAN <PANEL SPAN SIMPSON) �� � �� � �� � <6 FOOT <8 FOOT 321-01' 81-0. 32-0 6 -0 RET RETURN _ PLYWOOD SHEATHING TYPICAL EXTERIOR WALL CONST. REV REVISION ___„ 8D COMMON NAILS @ RM ROOM 2—J/2' #6 16” 12" S„ SEE FLOOR PLANS �— 6' O.C. EDGE & WOOD SCREWS 36'-0" 9'-0" 36'-0" 7'-O" RO ROUGH OPENING CANTILEVER DETAIL (TYP) FIELD. 40-0 11 -0 40-0 8-0 " �, " TITLE: SC SOLID CORE wood scREws 16" 16" 12" 50'-0" 13'-0" 50'-0" 10'-0" NAILING, STRAPPING, HOLD SCH SCHEDULE (9)10D COMMON NAILS 0TYPICAL EXTERIOR WALL CONST, HOLD DOWN SEE 60'-0" 16'-0" 60'-0" 12'-0" DOWN, SPLICING DETAILS EA. END OF STRAP (BY SEE FLOOR PLANS DETAILS THIS SHEET & ABBREVIATIONS SECT SECTION FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, 1 POUND = 0.454 kg, SIMPSON) 70'-0" 19'-0" 70'-0" 14'-0" SF SQUARE FEET 1 MILE PER HOUR = 1.609 km/h. OVERLAP NEW SHEATHING OVER SHT SHEET, SHAFT A. THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33—FOOT MEAN ROOF HEIGHT. NEW 2ND FLOOR EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0" 80'-0" 16'-0" DATE: 10-12-15 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ( Z PROVIDE STRAPPING AS PER SHTHG SHEATHING C. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. = DETAILS THIS SHT. 6 TOP PLATE PROJECT NO: 1515 D. WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED a SPLICE LENGTH SIM SIMILAR UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL w DRAWN BY: CAPACITY OF 490 POUNDS. = 1. TABULATED SPLICE LENGTHS ASSUME TOP WFH III SPEC SPECIFICATIONS CL — V) � PLATE-TO-TOP PLATE CONNECTIONUSING SQ SQUARE 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, CHECKED BY: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 (11.1mm) ANDA w SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT 2-16D NAILS PER FOOT. FOR SHORTER SPLICE SST STAINLESS STEEL MAXIMUM SPAN OF 8 FEET (2438 mm). PANELS SHALL BE PRECUT TO COVER THE GLAZED 16 z JOINTS. LENGTHS, THE NAIL SPACINGSHALL BE REDUCED SCALE: AS NOTED STD STANDARD OPENINGS WITH ATTACHMENT HARDWARE PROVIDE. ATTACHMENTS SHALL BE PROVIDED IN I REMOVE EXISTING SHEATHING 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS IN ORDER TO PROVIDE AN EQUIVALENT NUMBER ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS OF NAILS. DRAWING NO: STL STEEL AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING EXISTING FIRST FLOOR 2'-O" BELOW NEW 2ND STORY SHEET. STRUCT STRUCTURAL CODE OF NEW YORK STATE. PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH CONSTRUCTION. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS 2• TABULATED SPLICE LENGTHS ASSUME A 1 THEIR CORRESPONDING WINDOWS. LOAD PATH. MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN SUB FL SUBFLOOR ROOF HEIGHTS OF 15 FEET OR LESS, THE SURF SURFACE SUSP SUSPEND LOAD PATH/ FRAMING DETAIL S H EARWAL L SEG. DETAIL (TYP TABULATED VALUES SHALL BEPENNITTED TO BE } MULTIPLIED BY 0.80. SHEET NO: SYM SYMBOL SYMM SYMMETRICAL N 20 29' 0" W 55.00' NEW 4'0 SP #2 POST (TYP EA SIDE OF NEW OPENINGS) FASTEN TO EXISTING Vr f9'-9" STEM WALL WITH ABU44Z POST BASE. VIF WITH RO OPENIN FASTEN BASE CONNECTOR TO EXISTING ( � G STEM IWALL WITH 1/2- KWIK BOLT BY HILTI IMIN 3" EMBEDMENT. FASTEN I I EXISTING CMU d" COLUMIN TO POST BASE PER PIER ON FOOTING I MANUFACTURER RECOMMENDATIONS, LE AND 2 2x8 I ANY UiNGROUTED CELLS TO BE INFILGIRDER) EXISTING Lij WITH MIN 3000 PSI MORTAR AND (1 VERTICAL REBAR I I I 1 STORY o i WOOD I I CRAWLSPACE I FRAME N oo I O �J I I © EXIST FLR JST GARAGE-N �2"x8" ® 16" O.C. I cel o °' I N N C0 ( EXIST FLR JST 1 E 2"x8" 0 16" O.C. I O W W � 1 0,2 z NEW 4x4 SP #2 POST (TYP EA SIDE OF „ NEW OPENINGS) FASTEN TO EXISTING STEM 6-10 V) BASE WITH ABU44Z POST BASE. FASTEN Q z U BASE (CONNECTOR TO EXISTING STEM WALL WITH 11/2" "KWIK BOLT" BY HILTI, MIN 3" I ' W O EXISTING WD FRAME EMBEDMENT. FASTEN COLUMN TO POST I I LJJJ .�..... PORCH AND PLATFORM BASE [PER MANUFACTURER ( Q RECOMIMENDATIONS, TYP. ANY UNGROUTED — >_ 00O TO REMAIN. SEE EXISTING CELLS TO BE INFILLED WITH MIN 3000 PSI I I U) m M ATTACHED C OF 0 WOOD DECK MORTAR AND (1) #4 VERTICAL REBAR — — Q I O O m co 0 rt EXISTING WD FRAME VIF WITHIWALL ABOVE Q �_— M0 RAMP TO BE REMOVED - OIL ( � � 5,2 4.2Lo O ro c- �' !�I 00 Z CO 's EXISTING (2) 2x8 EXISTING LOT 26 I GIRDER ON STL UN-FINISHED LALLY COLUMNS UTILITY ROOM TO I I NO. DATE SUBMISSION REMAIN. - 12/30/15 ISSUED FOR PERMIT 05/02/16 ADDENDUM 1 I P/0 LOT 28 Ili I ep EXISTING 1 STORY UTILITY WOOD FRAME Roots I EXIST FLR JST 2"x8" ® 16" O.C. 04 ZEXISTING RESIDENCE EXISTING HWH AND ASPHALT NEW 4x6 P #2 POST DRIVEWAY STEM WALL WITH ABU446ZTPOSTOBOILER TO REMAIN BASE. I I C.j1 FASTEN BASE CONNECTOR TO EXISTING STORAGE STEM (WALL WITH 1/2" "KWIK BOLT" BY 00 HILTI, MIN 3" EMBEDMENT. FASTEN COLUMN EXISTING WD FRAME Cli TO POST BASE PER MANUFACTURER HWH BOILER ` Q RESIDENCE TO REMAIN; 00 RECOMMENDATIONS, TYP. ANY UNGROUTED SEE FLOOR PLAN FOR IN?fERIOR MODIFICATIONS. CELLS TO BE INFILLED WITH MIN 3000 PSI MORTAR AND (1) #4 VERTICAL REBAR EXISTING FINISHED _I STORAGE TO REMAIN. I EXISTING STAIR TO BILCO DRAWINGS D IM AN SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, W NEW 4x4 SP #2 POST (TYP EA SIDE OF I DOORS TO REMAIN. ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE NEW OPENINGS) FASTEN TO EXISTING STEM PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND WALL WITH ABU44Z POST BASE. FASTEN I o CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE BASE (CONNECTOR TO EXISTING STEM WALL REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE WITH 11/2" -KWIK BOLT BY HILTI, MIN 3 Q EMBEDMENT. FASTEN COLUMN TO POST I , — PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS BASE PER MANUFACTURER ( OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE M 20'-10" RECOMIMENDATIONS, TYP. ANY UNGROUTED ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND IST G CELLS TO BE INFILLED WITH MIN 3000..PSI I EXISTING STAIR PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT, MORTAR AND (1) #4 VERTICAL REBAR TO REMAIN UP ( SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY EXISTING METER I I THESE DRAWINGS BE REPRODUCED. U TEMPORARY 1T-1 i" f8, 1 I — PLATFORM AND STAIRS PROPOSED I NOOK TO REMAIN L— BUILT PER THE PRESCRIPTIVE RE CRAP(IILEDECK 00 PROVIC)E NEW PT SP#2 2x10 LEDGER. VIF WITH RIDG ABOVE O CONSTRUCTION GUIDEFASTE�J TO EXISTING RIM JOIST (AOR — - - BY THE AMERICAN GROUTED CMU CELLS) WITH 1/2 LAG SEAL: U 1 .2 10-0 SCREWIS (OR 1/2" EXPANSION ANCHORS)WOOD COUNCIL. -' "` ' " PER THE PRESCRIPTIVE RESIDENTIAL W WOOD DECK CONSTRUCTION GUIDE AND —I RED AR DEMOLISH EXISTING :- ��v PROVIOE MIN. (2) DTT2Z TENSION TIES a v ' EXISTING (2) \SP F. = 4, �' 2x8 GIRDER CONC. STOOP i of WITH T/2" THREADED ROD PER SPAN. rn c� (� I N INEW 4x4 SP #2 `D TEN TO �0 0 I c° EXISTING STEIv1WA�L WITHST ABU44Z NEW 225 SF d �� -H � , POST BASE. FASTEN BASE CONNECTOR COVERED PORCH. o ,,,°- , I LL I W I ® TO EXISTING STEM WALL WITH 1/2- SEE A-2 N Ni�� 4 c~n = I CRAWLSPACE "KWIK BOLT" BY HILTI, MIN 3" 1 1 a CL I w °x° EMBEDMENT. FASTEN COLUMN TO POST cP� LOT 27 _ N BASE PER MANUFACTURER ��, 03 202 p FJ PT 2"x8 I, — — I RECOMMENDATIONS, TYP. ANY FQF NE`N� I In UNGROUTED CELLS TO BE INFILLED o z X' < X16" O.C. II WITH MIN 3000 PSI MORTAR AND (1) CD N iv'Q �-r- -- — #4 VERTICAL REBAR. ALSO TYPICAL W o - n 1 N FOR ALL COLUMNS MARKED " = W °X� x cU NYS LICENSE#037202 i No NEW FLOOR JOISTS, FASTEN INTO NEW n� _ N�� ° 6 o N O LEDGEIR AND BEAM WITH LUS28 ' EXTERIOR FACADE AND `V a HANGERS, BY SIMPSON. N iG FASTEN BEAMS TO 6x6 NOTCHED .,' :DBL JOIST FOR �� •I �_ 3 1 2"x9 : 2.0E +° INTERIOR RENOVATIONS POST 'WITH 1/2"� THROUGH BOLTS " STAIR STRINGER :'. ;': TJ PARAL-iPLU_s1:SL AND WASHERS. (TYP) 7'-11" 15'-1 NEW 6ix6 COLUMNS FROM NEW ROOF 1330 SIGSBEE RD BEAMS ABOVE M NEW PIER FOOTINGS; S 20 38' 0" E 55.00' SEE DETAIL 4/A3 FOR MORE INFO. MATIITUCK, NY 11952 TITLE: SITE AND FOUNDATION PLANS DATE: 10-12-15 SIGS13EEROAD PROJECT NO: 1515 DRAWN BY: WFH III CHECKED BY: SCALE: AS NOTED DRAWING NO: 0' 4' 8' 16' PROPOSED 0' 2' 4• 8' J A -1 1 SITE PLAN 1/8.. = ;+-o" 2 FOUNDATION & PORCH FRAMING PLAN 1, -0" NORTH SCALE:1/4"=1'-0" NORTH SHEET NO: 4" SCALE: 1/8"=1' - - WALL TYPES UNRATED INTERIOR PARTITION: 2X4 REMOVE EXISTING DOOR AND PORTION OF WALL IN THEIR ENTIRETY TO �j WOOD STUDS @ 16" O.C. WITH (1) ' FACILITATE INSTALLATION OF NEW TRIPLE SLIDING DOOR; ARCHITECT SERIES LAYER 1/2" GYP. BD. EACH SIDE. 10880 BY PELLA WITH IMPACT RATED GLAZING AND MIN .35 U FACTOR. NEW HEADER; (2) 1-3/4"x7-1/4" 1.9E TJ MICROLLAM LVL. UNRATED INSULATED EXTERIOR FASTEN TO NEW 4x4 SP#2 POST WITH ECCQ44SDS2.5 PARTITION: 2X4 WOOD STUDS @ 16" HANGER BY SIMPSON. O.C. WITH R-13 BATT INSULATION (1) 71" a O LAYER 1/2- GYP. BD. AT INTERIOR AND 5/8 CDX PLY WD AT EXTERIOR WITH ADDITIONAL FINISHES PER - - - - - - ` - - - - - - - - - - - - - - - - -- - - -- - EXISTING WD FRAMED RAMP TO 2 ELEVATIONS. I � I , BE REMOVED. A-3 p I - NOTE: ALL GYP. BD. FACING WET AREAS 10 INCLUDING GARAGES, BATHROOMS, LAUNDRY i z I FINISHED PORC FINISHED PORCH ROOMS, AND KITCHENS, SHALL USE WATER F @ I ELEV, @ 2'-4" ELEV. @ 1'-9" RESISTANT ANTI MICROBIAL GYP. B . I 0 DRILL 1/4" VENT I w io T EXISTING ELEC OUTLETS. COORDINATE HOLES THROUGH GYP I N I �' \ BD. CEIL. AS REQ. I d ADDITIONAL OUTLET REQUIREMENTS FOR VENTILATION, 77= WITH OWNER IN FIELD. I I f9'-4"RO VIE 1'-6" APPLY SELF-STICK RELOCATE BASEBOARD HEATING FROM SCREEN OVER HOLES EXTERIOR WALL TO ADJACENT WALL. - i o EQ' NORA LIGHTING MODEL: NLEDC-4219 PROVIDE & INSTALL I I \J NORA LIGHTING I E COORDINATE FAN WIDTH WITH FINAL _ N 4" ROUND 650 LUMEN LED DIAMOND 11 O MODEL:NMPK2-SLED i I I + ' ' x REFLECTOR, COMPATIBLE HOUSING: USE 12V LED PUCK WHERE I I W �J 0 LIGHTING LAYOUT TO ENSURE FAN + NSIC-4010AT 4" ICAT LINE VOLTAGE ^ / Z BLADES DO NOT OBSCURE LIGHTING. — \ \ COLORS: WW - SPECULAR WHITE GLASS PANEL DOORS I I r DEN REFLECTOR, WITH WHITE FLANGE. COLOR P ARE SHOWN I I III__JJJ____ Q z U ` TEMP; 3000K LUGMOLD GFC I I OVERHEAD TRACK BARN STYLE DOOR \ y © MULTIOUTLET STRIPS W AT EXISTING OPENING, CUSTOM DOOR �; o" S'-0" 3'- / BY LEGRAND. BEDROOM I I W � AND HARDWARE BY OWNER; INDUSTRIAL l I I D >- o0 0 HANGER BY RUSTICA HARDWARE OR; EQ. EQ. t ` EQ. /r' 114 NEW FLUSH HEADER; (4) 1-3/4"x7-1/4" NOTCH FOR KING VENTILATION USE 7� I I U) m 1.9E TJ MICROLLAM LVL. FASTEN EA END » I "UC" NOTATION = PLUGMOLD GFCI �. I TO NEW 4x4 SP#2 POST WITH 1/2 PLYWOOD AS I I MQ 0 MULTIOUTLET TAMPER-RESISTANT OIUTLET 1 \ S C �,, ECC07.1-4SDS2.5 HANGER BY SIMPSON. NEEDE 11/2• ~ I ( (V O w 0 STRIPS BY LEGRAND. ITEM AVAILABLE IN NEW BACKSPLASH I I 0 J`0 3', 5' AND 6' LENGTHS. COLOR TO MATCH _ WHERE APPLICABLE: USE LUTRON I r _ DO TILE TO BE CUT �/2' I 13 MAESTRO CL HED TECHNOLOGY STACKABLE SHORT OF CABINET I C� CABINETS. CABINETRY TO PROVIDE HITCH ` �; DIMMABLE SWITCH W/ SWiTCHPLATE IN m r- FOR UNDER OR IN-CABINET `D SNOW WHITE COLOR, SATIN FINISH (VERIFY FLUSH-MOUNT INSTALLATION BY PROVIDE & INSTALL I I EXISTING RR EXISTING RR I Ln 0 � -c ELECTRICIAN. CONTRACTOR IS RESPONSIBLE WITH OWNER). ALSO USE L S RE 1, 2, 3, NORA LIGHTING ( 2"x6" @ 16" O.C. 2"x6" @ 16" O.C. FOR ENSURING ELECTRICAL INSTALLATION � � � OR 4 GANG COVERPLATES AS REQUIRED. MODEL:NMPK2-3LED '^ I 00 Z CO � MEETS CODE PRIOR TO ORDERING & Z B R 0 THE OBJECTIVE IS TO MINIMIZE THE 12V LED PUCK MILLWORK DESIGN I I 111 QUANTITY OF SWITCHPLATES ON THE WALL BY OTHERS. I INSTALLING THESE DEVICES. COORDINATE CD I BY USING THE STACKABLE DIMMING NOTE. OUTLETS & L0n I W/ KITCHEN LAYOUT BY OTHERS, SEE L i SWITCHES W/ (2) SEPARATE CONTROLS TO BE RECESSED. I *NOTE PRESSURE TREATED ENLARGED DETAIL THIS SHEET. CN `� ` AS OPPOSED TO SINGLE DIMMER I LUMBER REQUIRES NO. DATE SUBMISSION SWITCHES. CONTRACTOR SHALL VERIFY I I GALVANIZED FASTENERS. - 12/30/15 ISSUED FOR PERMIT 1 �, LIN CL COMPATIBILITY W/ DIMMABLE LED LIGHT ACCENT' LIGHT DTL I WHEN PRESSURE TREATED —&05/02/165 ADDENDUM 1 °° N \ '` 107 �� FIXTURES AS SPECIFIED. I ( (PT) LUMBER ABUTS A-3 - - — — — — -r _,=_ I I STANDARD LUMBER IT MUST � 0" 3' " NORA 10W 3,500K LED PENDANT LIGHTM; I I ( BE SEPARATED WITH #30 PROVIDE & INSTAL COOPER LIGHTING MODEL: `\ I WITH CANOPY MOUNT AND BRADY I I FELT PAPER TYPICAL. �� BEDROOM HU20 LED UNDER CABINET LIGHT IIT AT UPPER 2 > I'� ��_ _ J PENDANT IN TAUPE OR EQ SPECIFIED BY LEGEND. i CABINETS & AT TOEKICK AS DESIGNATED BY / + + ® OWNER. I 1 "LED" INDICATION ON PLANS (TYP). COLOR: 001 r �t�,++ � NEW CEILING FANS (TYP FOR SYMBOL) I WHITE. TYPE: LOW-PROFILE FLUSH MOUNT TO O0 0 .,++" ,+ PROVIDE BLOCKING IN CEILING AS UNDERSIDE OF CABINETS. REMOTE MOUNTED +, + o , NEW DOOR I DRIVER IS EQUIPPED WITH INTEGRAL 0 1' + REQUIRED AND INSTALL PER I MANUFACTURER RECOMMENDATIONS. I EXISTING EXTERIOR HI-LOW-OFF SWITCH, TRACK SECTIONS ARE + %+++ I ",., // I I WALL BELOW. AVAILABLE IN 12"OR 18" LENGTHS AND CAN BE COORDINATE SPECIFICATION WITH OWNER. I FIELD CUT TO FIT. E EXISTING CHIMNEY, PROVIDE D.W - — I EXISTING NEW FLASHING SO FIT AND REPAIR PROVIDE & INSTALL NORA LIGHTING MODEL: q ITCHE % I Og 1 �j EXISTING DOOR I NLEDC-4289 4" ROUND 650 LUMEIN LED DIAMOND 11 � INFILL FORMER OPENING WITH FASCIA WHERE WATER REFLECTOR FOR DECORATIVE GLASS, WET LABEL - -� MICRO S ---- WD STD PARTITION (TYP FOR I DAMAGED. REPAIR GUTTERS LISTED, & USE WITH 4" NTG-4HC TEMPERED"CLEAR N� a P{ CL HATCH AND WALL TAG.) I AND LEADERS AS REQUIRED. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, GLASS LENS WITH FROSTED GLASS & 3-1/8 OPEN — 08 I PROVIDE VALLEY FLASHING, ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE CENTER. COMPATIBLE HOUSING: USE LOW VOLTAGE — —— 4— Q I TYP BOTH SIDES. PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND REMODEL HOUSING, 4" ICAT LINE VOLTAGE. COLORS: — - ----�' �;, - , DEMOLISH DOOR I i 3 1/2"x9 1/2" 20E TJ PARALLAM CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE WW - SPECULAR WHITE REFLECTOR, WITH WHITE �' % f I PLUS PSL BY WEYERHAEUSER REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE FLANGE. COLOR TEMPERATURE: 3000K IDG I BEARING RIDGE BEAM. PROVIDE PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS DASHED LINES REPRESENT DEMOLITION WORK; ! '� l- 06 �� NEW PARTITION I I STRAPPING FOR RAFTERS AND OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE RIDGE VENT PER DETAILS ON GN-3 ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND REMOVE PARTITIONS AND DOORS IN THEIR + + + + + + + +1 , + + + r ,'' , EXISTING PARTITION I I DEMOLISH EXISTING HIP ROOF BACK PERMISSION FROM AND AGREEMENT WITH WALTER HYDE 111 ARCHITECT. ENTIRETY WHEN NOTED, REMOVE ANY UNUSED + ++ ++ +y ; LIVING` R0011A ,+.' +' + ' NORA LIGHTING MODEL: NLEDC-4219 I ADJACENT TO NEW RIDGE CONNECTION SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT UTILITY BACK TO SOURCE. + + +' + + + + 105 +^ +' ++++. *,+ 4 ROUND 650 LUMEN LED DIAMOND 11 �' STANDARD GABLE FRAMING. HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY + + + + µ +iT +3 + REFLECTOR, COMPATIBLE HOUSING: USE DEMOLISHED PARTITION I , , I / THESE DRAWINGS BE REPRODUCED. OVERHEAD TRACK BARN STYLE DOOR AT J =g -O + ., RE-FRAME PORTION OF EXISTING t + + A NSIC-4010AT 4 ICAT LINE VOLTAGE EXISTING OPENING, CUSTOM DOOR AND ++' + + +++++++,+j *, .A+' EQ. ' I I ROOF FOR NEW STRUCTURAL RIDGE HARDWARE BY OWNER INDUSTRIAL + + , I+ + �- ---F + +' + COLORS: WW - SPECULAR WHITE —{X� WALL TAG I BEAM. TIE ALL RR DOWN PER GN-3. HANGER BY RUSTICA HARDWARE OR EQ. '+_+' +j+;+#; ; +' + REFLECTOR, WITH WHITE FLANGE. COLOR �/ I ROOF RAFTERS'/ , ( PROVIDE COLLAR TIES AT 32" O.C. + + + + '+ + + +"% ,.a" + + �� -- _ TEMP; 3000K. COORDINATE FINAL LIGHTING NEW FLOOR FINISH THROUGHOUT; CT FAUX WOOD t+.. +++ `+'/ '+ + '+y++! ' ;+++-+ 1 \� FIXTURES WITH OWNER, TYP. I "x8 @ 16 O.C. i \ I WITHIN ATTIC DEMOLISH EXISTING HIP ROOF SEAL: PER OWNER SPECIFICATIONS, PROVIDE RADIANT LL +++' +'+' +' + "a `+-' +'+1 + EXISTING UL217 COMPLIANT 3 1/2"x16"' 20E TJ PARALLAM PLUS PSL BY I I TO FACILITATE INSTALLATION OF HEATING WHERE NOTED WITH "+" SYMBOL. +i+'+, + +' + +�,+ + ," +s' .�'+ - CL SMOKE AND CARBON MONOXIDE WEYERHAEUISER BEARING RIDGE AND VALLEY I I `� NEW REVERSE GABLE. 'SRC + + + F+ + T ++� ' +,+'+ `� .' + 04 DETECTORS. VIF. REPLACE OR BEAMS. HAING ALL JOISTS WITH LUS28SS DOUBLE i i I i �3`�5�� F RELOCATE BASEBOARD HEATING FROM +l , '+ + s. + ., + �'+++ i �, + + i I i i EXTERIOR WALL TO ADJACENT WALL. + .. + + PROVIDE NEW IF REQUIRED. H HAN S MP VIDE NEW 4x6 SP#2 COLUMNS FROM NEW �� SHEAR JGER BY SIMPSON, PRO + + + I + `, . , ` + + ADDITIONAL STRAPPING FOR RAFTERS AND RIDGE-- i ` P� + - + ,+ + v � BEARING RIDGE TO EXISTING 2 � �. � a� ' ++ `+ + + + + + + + t + + ' I FOUNDATION BELOW. FASTEN TO REMOVE EXISTING WINDOW, WIDEN OPENING FOR ' + FORMER FOYER TO BECOME VENT PER DETAILS ON GN-3. ALTERNATE, " + - + + + + NEW MASTER BATH. PROVIDE FRAME WITH PT SP 2 2 2x12 I I RIDGE BEAM WITH CCQ46SDS2.5. NEW FRONT DOOR AND SIDELIGHTS. THEMA TRU + a +; + + ; + + + + + " + y+ + + FINISHES AND FIXTURES PER # O ) �. I I DOOR CCA230-SDL (36 x80 ), CCA�220SL-SDL + + + + + r + + + + S l 1++ , '+*+' ' 4 ++ + + I �, PROVIDE 2x8 X CROSS BRACE �. f .a + + + + + 1 a ((2)@ 14"x80") WITH IMPACT RATED GLAZING + + + + +;+ + + + + ' +++"+' f MASTER OWNER SPECIFICATIONS. --_.� I I ,� i I BETWEEN COLUMNS IN ATTIC FOR , �, MIN U-FACTOR .35. PROVIDE NEW (2) 2x12 +;+++T+ '+ +1++.++++ +l,° +++� +a +, ++ '+ ' BEDR00 SELECT MIN. DIMENSIONS INT. FINISH NOTES ` I I I N i i ADDITIONAL LATERAL SUPPORT. \�sT o3�zo2 y0� ` SHOWN FOR REFERENCE. i F E E A D T P-PER- DETAILS ON GN 3. + + + + + + + + + 1 I +' OF NE`JJ + - 1+� �.��'� + + � 1� � � 3 1 �x � I � PT 4x4 SP#2 POST FROM NEW SP#2 4x4 POST IN EXISTING WALL. FASTEN + + oo " '+ .++j+ +/ , a 1 , ', `, 11 / WEYE 1 - ALL '.SPACES WITH AREA OF WORK a �;� I ��� `� i RIDGE TO EXISTING FOUNDATION TO EXISTING FOUNDATION PER FOUNDATION +' + +, ' -+- `' ' + ' + + NC �, BEAM SHALL RECEIVE (1) COAT OF PRIMER I I BELOW, FASTEN TO BEARING 1`46 + ++ 1468` ++ + + \' ` _ _ _ _ ROOF RAFTERS � I I RIDGE AND VALLEY BEAMS WITH PLAN, FASTEN TO NEW BEAM WITH + + —. — _ 1 , ( ) SHEAF AND 2 COATS MIN. OF INTERIOR ,. � » � NYS LICENSE #037202 ., _ -_-, x8 @ 16 O.C. HHRC44 HIP RIDGE CONNECTOR ECCQ44SDS2.5 HANGER BY SIMPSON. - =-' � • , ,* ADDITI LATEX PAIINT BY SHERWIN WILLIAMS OR I , � � I DEMOLISH EXISTING STOOP, REMOVE EXISTING f PROVIDE NEW POCKET DOOR IN VENT APPROVED EQUAL. (COLOR BY OWNER) � L z - _ BY SIMPSON. ENTRY DOOR IN ITS ENTIRETY. INFILL EXTERIOR l o MER r NEW OPENING WITH HEADER PER FRAM 2 - ALL CEILING SURFACES SHALL W O - - - - - -- - - - - - - - �\ NEW VAULTED REVERSE GABLE FRAME EXTERIOR FACADE AND COVERED N, ;�, _ AT{d,'KOOWI SCHEDULE ON GN-2 RECEIVE (1) LAYER OF 1/2" GYP. BD. - - - -- -- - - - - - - - - - - - - - " WALL WITH 2x4 STDS @ 16" O.C. AND R-13 PORCH I~ �7 102 LIGHT DASHED LINES REPRESENT W 1 CIOAT OF PRIMER, AND (2) WITH SP#2 RR @ 16 O.C. PROVIDE INTERIOR RENOVATIONS BATT INSULATION, MATCH EXISTING ADJACENT 1 g I / ( ) I PERPENDICULAR BLOCKING AT MIDSPAN i I - STRUCTURAL MEMBERS ABOVE, SEE COATS OF SHERWIN WILLIAMS INTERIOR ``' AND STRAP TO RIDGE AND TOP PLATE ASSEMBLY AND FINISHES IN ALL RESPECTS. 2 ,+ , "aogoo 3: ---31 C +I ..1ROOF PLAN. LATEX PAINT, COLOR TO MATCH o �� I WITH SIMPSON DEVICES PER GN-3. NEW SP#2 4x4 POST FROM NEW BEARING I i + ' .', cv EXTERIOR RATED WALL SCONCE OR EXISTING. M o0 ROOF RAFTER$ P ++ Q AFTER THE TOP PLATE TERMINATES, RIDGE TO NEW BEAM. FASTEN TO RIDGE BEAM �' ++++ �_,. FINISHED FL00 4 T 3 - CONTRACTOR SHALL PROVIDE & �- "� x8" ® 16"IO.C. " FASTEN TO PSL WITH H2.5A (AT WITH ECC044SDS2.5, FASTEN TO PSL WITH I L —I_ 1 �N+_ _. 4'=4" ELEV. @ 2'- *ALTERNATE KEEP SIMPSON HANGERS INSTALL ALL STANDING AND RUNNING �' ( ) 1330 SIGSBEE RD CCQ44SDS2.5 (INVERTED) �^ r + �- TRIM. PRIME & PAINT SHERWIN 1 EXTERIOR, TYP FOR ALL RR �-� A-3 EXPOSED AT FRONT FACADE AND USE NEW BEAM; 3-1/2"x9-1/4" 2.0E TJ 9'-O" 'I 1 NC SIMPSON ARCHITECTURAL PRODUCTS WILLIAMS SEMI-GLOSS FINISH (COLOR i MATTITUCK, NY 11952 PARALLAM PLUS PSL SUPPORTING .4x4 al J "x8" MI __- GROUP CONNECTORS. BY OWNER). __ _ _ ! NEW ROOF; ASPHALT SHINGLES z.- .: y POST FROM NEW BEARING RIDGE, FASTEN ' 16" O.C. 4 - COORDINATE FINISH OF ALL w RATED FOR 110 MPH WIND Nr NEW BEAM; 3-1/2"x9-1/4" 2.0E TJ DOORS WITH OWNER. r__ _____�______.-_____� _v�_______.__ _I BEAM TO NEW 4x4 SP#2 POST WITH I FINISHED _ ___ _ .____..�_—___ �_—_� �- EXPOSURE BY CERTAINTEED ON TITLE: ECCQ44SDS2.5, FASTEN TO 6x6 SP#2 POST ELEV: @ 2'-0" o -- i PARALLAM PLUS PSL SUPPORTING 4x4 5 - COORDINATE FINISHES FOR ALL CONTINUE THIS PORTION OF LOWER #30 FELT PAPER OVER 1/2- PLY I tx o I POST FROM NEW BEARING RIDGE, FASTEN COVER PLATES WITH OWNER ROOF BACK TO HOUSE UNDER WD SHEATHING. PROPOSED FIRST FLOOR WITH ECCQ46SDS2.5 HANGER BY SIMPSON I t o BEAM TO NEW 4x4 SP#2 POST WITH 6 - COORDINATE FINAL FLOOR ' ECQ44SDS2.5, FASTEN TO 6x6 SP#2 FINISHES WITH OWNER VAULTED GABLE) SHEATH AND FINISH LINE OF NEW STAIRS BELOW AND ROOF PLAN PROVIDE (2) 2x8 PT BEAM FOR NEW 1 POST WITH ECQ46SDS2.5 HANGERS BY TO MATCH ADJACENT ROOF(S). RR. HANG INTO POSTS WITH DBL JOIST SIMPSON, TYP. NEW REVERSE GABLE EXTENDED OFF ADJACENT LUS28-2SS HANGER BY SIMPSON. LE PT 4x4 SP#2 POST FROM DBL RR AND FASTEN WITH LUS28 HANGERS DATE: 10-12-15 FASTEN WITH STRONG DRIVE FASTENERS. _ DECORATIVE COLUMN RIDGE TO BEAM BELOW. FASTEN FASTEN NEW VALLEY BEAMS TO BEAM BELLOW WITH HCP4Z ON BOTH REAM SPAN WRAP, SEE ELEVATIONS. PER FLOOR PLAN. FACES (2) PER BEAM, DUPLICATE AT 4x4 POST AT OTHER END. PROJECT NO: 1515 NEW SP#2 6x6 POST, SEE SECTIONS. DRAWN BY: WFH III CHECKED BY: 1 3 SCALE: AS NOTED DRAWING NO: A-3 1 0' 2' 4' 8' 0' 2' 4' 8' A - 2 1 PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0" 2 PROPOSED ROOF PLAN- 1/4'1 -0" SCALE:1/4"=1'-O" NORTH SCALE:1/4"=1'-0" NORTH SHEET No: 6 ISI NEW COLUMN REQUIRED AT VAULTED GABLE; ADDITIONAL 45' ACCENTS SHOWN ARE NON-STRUCTURAL AND MAY NEW ROOF; ASPHALT SHINGLES NEW GUTTERS AND BE MODIFIED OR REMOVED TO RATED FOR 110 MPH WIND LEADERS TO SPLASH NEW STRUCTURE AT REVERSE SUIT THE OWNERS AESTHETIC EXPOSURE BY CERTAINTEED ON#30 FELT PAPER OVER 1/2 TRANSITIONAL STRIP, PVC BLOCKS AT GRADE VAULTED GABLE; WRAP PER PREFERENCE. FASCIA BOARD OR EQ. OWNER SPECIFICATIONS (PVC, PLY NEW VERTICAL ENDWALL URETHANE GABLE VENT EXISTING CHIMNEY IPE OR EQ), STAIN, OR PAINT WD SHEATHING. 1 WITH (2) COATS PRIMER AND EXTENDED FROM EXISTING WALL BY FYPON OR EQ. TO REMAIN I R TO ENCLOSE EXISTING CEILING. EXISTING WD FRAME NEW ANDERSON 400 SERIES RIBBON EXTER O GRADE LATEX WITH BOARD AND CENTER GABLE WITH DOOR FINISHED NEW BOARD AND RAMP TO BE REMOVED WINDOW UNDER NEW (2) 1-3/4"X7-1/4" BATTEN SIDING BY EXTERIOR GRADE BATTEN SIDING BY EXISTING WD FRAME 1 .9E TJ MICROLLAM LVL HEADER WITH HOLD CERTAINTEED OR EQ. WALL LANTERNS, CERTAINTEED OR EQ. PORCH TO REMAIN DOWN STRAPS PER GN-3 EXISTING ROOF I NEW ROOF � T.O. NEW & EXISTING RIDGE COORDINATE WITH AT NEW ENDWALL � NEW ASPHALT SHINGLE ROOF, OWNER. (ALIGNED WITH EXISTING ALUM. L (�. �J L�l� Tib 1�J�1 .�I�! _ �1. 1 _!_ _i r 1�1 SEE ROOF PLAN ELEV. C� ±15'-6" EXISTING FACADE) GUTTERS AND lI 4 J 1 L �i 1 FINISH UNDERSIDE OF VAULTED 4 DOWNSPOUTS TO I � � , � `� � - � _.i ----- 1215 REMAIN. T :Y:. .:=-._ ___ :_._....:__._..__._ GABLE WITH BEADBOARD SEE /h T.O. SIDE RIDGE REPAIR/REPLACE LI �� L h I SECTION FOR SPECIFICATION. ELEV. @ ±13'-5" i L_ 1. AS RrEQUIR1ED , EXTERIOR GRADE WALL LANTERNS, ����_ ;�JI 5Y_ COORDINATE WITH OWNER.l � LeF �?T_ T - --1_ `i r NEW VINYL SIDING BY B.O. BEAMS CERTAINTEED OR EQ. „ U ELEV @ 9 -9 z . -- r_, _ _ _ __._ __ ELEVATION. DECORATIVE COLUMNS; TAPERED NEW BOARD AND BATTEN - - L,J 0 -- --- - -- ---- --- --- - COLUMN WRAP BY FYPON MODEL SIDING BY CERTAINTEED / - `►- - --` -- -� - #CKWT96161 (8" TOP WITH 12" OR EQ. AT NEW ENDWALL >- 00 O ALIGN BOTTOM 54" LONG) ATOP CUSTOM (ALIGNED WITH EXISTING (n m BUILT PT WD FRAME BASE FACADE BEYOND) 18"x18"xf36" WITH FINISH TO - _ _ _ Q 0 MATCH GARAGE STONE VENEER. - " ' '"-" """ '" O m 00 FIRST FLOOR ELEV. © 2'-4" i N0 r ) Caj H FOR MOREINFOE SECTION PORCH - s -: I OO ELEV. @2 —0 ao Q m GRADE i I I ELEV. ® 0 -0' - In 0 � C ( \_-REMOVEBASE TO GRADE.COLUMN 1 1 O' NEW VINYL SIDING BY 00 z co EXISTING WINDOW AN THIS POST IS PLACED ON EXISTING NEW PORCH, SEE SECTION E SHUTTERS, INFILL WALL TO FOUNDATION THE ASSOCIATED COLUMN I L J FOR MORE INFO. J L ;, J L CERTAINTEED OR EQ. J L -� TOSTING RE AIN, TYPATIONS I MATCH EXISTING ADJACENT IN ENCLOSURE SHALL MATCH THE REST I I C _� _ �--NEW PIER FOOTING, NEW DOOR AND F _ _ _ EXTERIOR VENEER ACCENT FINISH; ALL RESPECTS. BUT, WILL REQUIRE CUSTOM SEE FOUNDATION PLAN SIDELIGHTS, SEE FLOOR PROVIDE RUSTIC LEDGE CASCADE MODIFICATIONS AS IT ONLY APPEARS 3-0 ON 2 SIDES. COORDINATE IN FIELD. � EXISTING FOUNDATIONS � " AND DETAIL 4/A3 PLAN FOR MORE INFO. BY ELDORADO STONE WITH EDGE NO. DATE SUBMISSION TO REMAIN, TYP. VERIFY CAP OVER 2 LAYERS30 FELT SIZE IN FIELD AND DECORATIVE COLUMNS; TAPERED PAPER, DIAMOND FACED MESH AND - 12/02/15 ISSUED FOR PERMIT/BID _________=====y====-____�=_____�- REPORT TO ARCHITECT IF COLUMN WRAP BY FYPON MODEL MORTAR COATS PER 5/02/16 ADDENDUM #1 DIFFERENT THAN SHOWN. #CKWT96161 (8" TOP WITH 12" BOTTOM MANUFACTURER RECOMMENDATIONS. 1 54" LONG) ATOP CUSTOM BUILT PT WD TYP. SEE SECTION FOR MORE INFO. 2'-O" FRAME BASE 18"x18"x±36" WITH FINISH TO MATCH GARAGE STONE VENEER. NEW PIER FOOTING, SEE FOUNDATION PLAN EXISTING WINDOWS AND AND DETAIL 4/A3 SHUTTERS TO REMAIN 1 0' 2, 4, 8' 1 PROPOSED SOUTH ELEVATION1/41' = 3 PROPOSED EAST ELEVATION SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE SIMPSON CONNECTORS FOR UPLIFT AND SHEAR PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE RESISTANCE, SEE FLOOR PLAN FOR SPECS. 2x10 PT SP#2 LEDGER. FASTEN TO BAND JOIST WITH 1/2"0 REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE REMOVE EXISTING HIP ROOF AT 2x6 COLLAR TIES IN NEW BEARING RIDGE BEAM, THROUGH BOLTS TOP AND BOTTOM, SPACE PER PRESCRIPTIVE PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS PREVIOUS EXTENSION TO FACILITATE ATTIC ® 32" OC SEE ROOF PLAN CONST. GUIDE. PROVIDE CONT. FLASHING FROM UNDER EXTERIOR OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE INSTALLATION OF NEW REVERSE GABLE PORTION OF NEW REVERSE GABLE, SHEATHING TO OUTSIDE JOIST HANGER. ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND NEW ROOF RAFTERS TIED INTO NEW HHRC44 CONNECTOR SHOWN, SEE ROOF PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. RIDGE AND EXISTING TOP PLATE PLAN FOR MORE INFO. FASTEN 2x8 PT SP#2 FLOOR JOISTS TO SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS AT SEE ROOF PLAN. LEDGER AND PSL BEAM WITH LUS28SS, HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY NEW ROOF; PT SP#2 RR ® 16" O.C. HANGERS BY SIMPSON. THESE DRAWINGS BE REPRODUCED. EXISTING ROOF EXISTING ROOF IN FORGEROUND STRAP TO RIDGE AND SILL PLATE WITH (CURRENTLY LAID OVER) (PROPOSED TO BE LAID OVER) SIMPSON DEVICES PER GN-3. 6x6 SP#2 P.T. WD POST NEW VERTICAL WALL REQUIRED TO PROVIDE LATERAL LOADING SUPPORT (2) ,�. ENCLOSE ATTIC WHERE ROOF WAS DTT2Z TENSION TIES WITH 1/2" THREADED ALTERNATE PORCH FINISH; PROVIDE SEAL: ` - REMOVED. FRAME WITH SP#2 2x4 @1#6" ROD PER EA LEDGER SPAN GRATEDEX ASSEMBLY AND FINISH WITH ' ` FELT I AIND VINYL SH WITH 16//OARDD A DL BATDT�EtJ 15 P.T. WD DECKING OR 5/4" EXTERIOR EXTERIOR GRADE PORCELAIN TILE IN �Ep ARC SIDING BY CERTAINTEED OR EQ. GRADE FAUX WD DECKING. ATTACH EARTH TONE AND STONE TEXTURE. TO 2x8 JOISTS WITH 1/4"x3 1 2" F- COORDINATE WITH OWNER. / ��°'v��P O� PROVIDE (2) 2x8 PT BEAM FOR NEW GALV. WD DECK SCREWS / ; S�4 i. RR. HANG INTO POSTS WITH DBL JOIST LUS28-2SS HANGER BY SIMPSON. FASTEN BEAMS PER FOUNDATION PLAN FASTEN WITH STRONG DRIVE FASTENERS. TO 6x6 NOTCHED POST WITH 1/2"0 NEW (4x) LVL FLUSH DEMOLISH FORMER EXTERIOR WALL NEW WEATHER RATED PSL I THROUGH BOLTS AND WASHERS. EXISTING FOUNDATION TO REMAIN HEADER SUPPORTED BY I I�(LOAD BEARING) PROVIDE TEMPORARY (IN FOREGROUND) i \ �'-0„ I N NEW VAULTED CEILING; LEAVE EXPOSED 'i' ,,-03720? NEW POST AT EACH PT LUMBER PAINT WITH EXTERIOR GRADE 2 1 2 0 GALV. BOLTS ENID, SEE FLOOR PLAN i i SHORING AS REQ'D UNTIL NEW BEAM _ 1H O / INSTALLED. CO RED LATEX ON 2 COATS PRIMER OR STAIN �R THROUGH 2x PT STAIR " PROVIDE HARDIESOFFIT BEADED PORCH DEN I I KITCHEN o P CH I PANEL AND BLOCK OUT PROTRUDING LEDGER AND 6x6 PT POST 3 4 4 115 I I 109 co NEW HEADER AT NEW DOOR 6:1 1 BEAMS WITH ACCENT FINISH, IPE BOARD NEW (2x) LVLY HEADER AND SIDELIGHTS. SEE FLOOR ^ I OR SIMILAR. SIMPSON LSC ADJUSTABLE NEW (2 SUPPORTED B NEW I I PLAN FOR ADDITIONAL " I NYS LICENSE #037202 STRINGER CONNECTOR I SPECIFICATIONS (TYP.) ( 6x6 POST PT SP#2 2x12 P.T. WO TREAD. N POST AT EACH END, EXTERIOR FACADE AND SEE FLOOR PLAN I I I NEW PORCH. SEE DETAIL 4 THIS c0 :- ' ( ( SHEET FOR MORE INFO. 1x10 RIPPED P.T. WD RISER ( 1.5' ;.;: .. . CBS66 COLUMN BASE BY SIMPSON. INTERIOR RENOVATIONS 2x12 P.T. WD STRINGER 10" z MI INSTALL IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS. (TYP) EXISTING GIRDER PC GRADE BEAM WITH #4 REBA ON EXISTING & STIRRUPS UNDER STRINGER. - (4) #3 REBAR W/ #3 TIES @ 11 O.C., LALLY COLUMNS _ o MAINTAIN 3" CLEARANCE FROM ° PROVIDE MIN. 1-1/2" COVER (TYP) 1330 SIGSBEE RD STORAGE 7` D "' REBAR TO SOIL, TYPICAL .; :.:` '..!^ 12" SQUARE 3, 002 4 COMPACTED GRAVEL 000 PSI REINFORCED MATTITUCK, NY 11952 NEW TRIPLE SLIDING 3'-0l" NEW PC PEIR, SEE DETAIL 4 THIS OR VIRGIN SOIL. '` CO CRETE PIER OR 18 DIA. ROUND DOOR. SEE FLOOR PLAN � - SHEET FOR MORE INFO. 3 MIN. 3'-0" SONO-TUBE (ON PAD) FOR SPECIFICATIONS TITLE: 1 Z SECOND FLOOR PLAN, SECTION (4) #4 REBAR EA. WAY W/ AND DETAILS MIN, 3" COVER ON ALL SIDES (TYP) 3"MIN. -0 (4) #3 REBAR W/ #3 TIES © 11" 0 o O.C., PROVIDE MIN. 1-1/2" DATE: 10-12-15 COVER (TYP) PROJECT NO: 1515 3,000 PSI REINFORCED D WN BY: WFH !II CONCRETE 36" X 36" PAD CKED BY: 3'_0" FOOTING (TYP) MAY 1 2. 2016 LE. AS NOTED DRAWING NO: PLAN SECTION ® CONCRETE PEIR FOOTING BUII,Dii'oTG DEPT 0' 2' 4' 8' TOWN OF SOUTIIO ,D A - 3 2 SECTION1/4" _ ,._ 4 ENLARGED SECTION AT PORCH SCALE:1/2"=1'-0" SCALE:1/4"=1'-0" SHEET NO: I - -- -- Koad P\IOP\ ALTE �� ION5 AT THE .1-J., 0.3� 1 _. SCOPE OF WORK11 Y� q I _.- E- , - ,_� NO PART OF THE PROPOSED SICOPE OF WORK UNDER THIS APPLICATION REQUIRES A VARIANCE TO THE BEST '� - I�� �n� -- OF THE DESIGN PROFESSIONALS KNOWLEDGE. � r k'' - - 1 .--on [,j �� I I , 'Lel**� (L7,-**r F\ �f . n � I • -_n UNDER THIS APPLICATION THE FOLLOWING WORK IS PROPOSED; NEW FINISHES THROUGHOUT, NEW KITCHEN �� �_�_ �-°--� -' ARRANGEMENT AND A __ I SSOCIATED MILLWORK/FIXTURES, A NEW SLIDING DOOR UNDER NEW HEADER AT THE REAR, A NEW FLUSH HEADER WHERE .A LOAD BEARING PARTITION IS PROPOSED TO BE REMOVED, THE ADDITION OF ONE BATHROOM WITH (3) PLUMBING FIXTURES AND THE RELOCATION OF A FRONT DOOR. ELECTRICAL fJ� W'SPECTIOP;e E01I1Pr=n► LL,- \ n I j-,- ia�n ," a�: I`si.�i Int DATE:. .- Ep. �\1f FEE: I D BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING GE2 PARTM10 AT NEW YORK STATE & TOWN CODES1330 5IG513EE P\D M 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF ITUCK, NY I 1 952FOLLOWING INISPECTIC)NIS: ATT l I , rrr 11 u 1. FOUNDATION - TV:'O I?EQU►,zED f V'JNZBA FOR POURED CO�\,CRETE SOMOLD WN PLANNING ARD rT 1 p 2. ROUGH - FRAfJ;NG & PLUM°BINIGn0W III z U 3. INSULATION ' TEES 1,,. 1,: 4. FINAL - CONSTRUCTION MUST IV im" Q z U BE COMPLETE FC`'i C.O. ^,LL CONSTRUCT c_rAff A,f+- . u 'F-11" r' ---NTS OFTIE= ONSIBL FOR LOCATION MAP TOWN OF SOUTHOLD ZONING ANALYSIS DRAWING INDEX w I � YC'Sl; ST ?-E. NOT RESFONSILh FOR DWG. N0. DRAWING TITLE INITIAL LATEST ISSUANCE - }- 00 p Df SIuIv O . ; ���, p -F# 1330 SIH RESIDENCE ISSUANCE REVISION NO. & DATE (� m � OCCUPANCY OR �� � MATTITUCK,ENEW YORK 11952 CONSTRU 1000-144-01-05 ION TYPE: 5B T 28 T-1 TITLE SHEET, DRAWING INDEX, PLOT PLAN ScNOTES 12 30 2015 ` �- PL 118 ,'=? ;^ERT;,=I,,,,, z: ;;+,r ,.R / / Q I O �N, L ��? .i CONTEh,,r . '--" ,• ,� USE IS UNLAWFUL SINGLE FAMILY DWELLING(#1330) ZONE-8-40 EXISTING PROPOSED GN-1 GENERAL NOTES 12/30/2015 r"-"� O m OQ p 12/30/2015 O rq V RTI -IG. „� G! �Ii1I6C11 /I' 'HOUT CERTIFICATE HEIGHT / N0. OF STORIES 35 / 2.5 116-5 / 1 NO CHANGE A-1 PLOT AND FOUNDATION PLANS 23.5% NO CHANGE A-2 FIRST FLOOR AND ROOF PLANS = Q) LOT COVERAGE 20% 12/30/2015 � I -0 SOL L}� i IEXCi FE D 2110 _z �'. ,! : OF OCCUPANCY A-3 ELEVATIONS AND SECTIONS 12/30/2015 ry r- > r ! , `"' MINIMUM LOT SIZE (SQ FT) 40,000 7,876 NO CHANGE p ��) Lo RETAINS ORM WATER RUNOFF � � 3 01': y MINIMUM FRONT YARD (DEPTH) 50' 29.9' NO CHANGE Lo z Lp c PURSUA TO CHAPTER 236 .4 � �`r -I-_ OF THE T WN CODE. . t` 1' � MINIMUM SIDE YARD WIDTH COMBINED 15 MIN EA SIDE 10 NO CHANGE (COMBINED) 35 COMBINED 30.7' COMBINED 1;��`' 1 > MINIMUM REAR YARD (DEPTH) 50' 53.91' NO CHANGE LOT WIDTH 150' 55' NO CHANGE NO. DATE SUBMISSION AREA OF Uh10RK LOT DEPTH 175' 143.1;3' NO CHANGE - 12/30/15 ISSUED FOR PERMIT BUILDING DEPARTMENT & CODES: �, I CODE I 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, AND THE 2010 NEW YORK STATE BUILDING CODE. 11 2. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE IRC SECTION-R613.5. ALL GLAZING THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE THE 2010 BUILDING CODE OF NEW YORK SHALL COMPLY WITH SECTION R308. STATE WHEREBY ADOPTING THE 2006 INTERNATIONAL RESIDENTIAL CODE IN CONJUNCTION W/ AS E7-10• 3. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A }( 1 'xit1 Fr BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES: TMS 402/ACI MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION 8318. 530/ASCE 5-13, THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & 4. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH A TWO FAMILY DWELLINGS (2001 EDITION). ASCE 7. THE PRESCRIPTIVE RESIDENTIAIL WOOD DECK SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WIT; SECTION R315. CONSTRUCTION GUIDE (AMERICAN WOOD COUNCIL) AND THE TOWN OF SOUTHOLD LOCAL CODE. WHERE 5. INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION RR316. ANY DISCREPANCY MAY OCCUR THE STRICTER CODE REQUIREMENT SHALL GOVERN. 6. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERING SHALL BE IN ' `-^ ACCORDANCE WITH SECTION R703.4. 7. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2. pp' ;�' _ 8. AS REQUIRED BY THE ZONING DEPARTMENT, A SURVEY IS BEING SUPPLIED WITH THIS PERMIT APPLICATION, UNDER SEPARATE COVER. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, x '� 9. THE ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE !t $# l"i „_ tom "` { PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND f-l"w-'i'la I'IrmdI- ''I ­ . GENERAL NOTES CONSTRUCTED OR NOT. THFSF DOCUMENTS ARF NOT TO RF REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE . 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY AL ANY OTHER PROJECTS ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING ALLOW. DEFLECTIONS OF STRUCT. MEMBERS(TABLE R301.7) PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Al HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF STRUCTURAL MEMBER ALLOW. DEFLECTION HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY ` SUCH NOTIFICATION HAS NOT BEEN GIVEN. THESE DRAWINGS BE REPRODUCED. SURVEY RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/180 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIIBLE TO MAKE SURE PERMITSAPPROVALSBEEN OBTAINED. NO CONSTRUCTION OR :. ;; . FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL €, ` � , PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. INTERIOR WALLS AND PARTITIONS H/180 SEAL: 5/GS$EE IiDAD FLOORS AND PLASTERED CEILINGS I r L/360 F - _ - �,,- 3 ALL PHASES OF WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODIE AND ACCESSIBILITY 2d�. , r�E .. r��65r..; �p REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL (ORDINANCES HAVING ALL OTHER STRUCTURAL MEMBERS L/240 j t�Ea ARC \ I 38 E ;: ;:.55.,:. ,t., am, �� !, , 1. E ,, JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE C� R F. Ny iT d Fp MORE STRINGENT THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 is (,:'„ GM `' CM', F k , : CODE DISCREPANCY PRIOR TO CONSTRUCTION. EXTERIOR WALLS - WIND LOADSA WITH BRITTLE FINISHES L/240 s'� F c•v R �!` RI;. ; f .:., N EXTERIOR WALLS - N OADS W I ,;M: :: 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE WI D L ITH FLEXIBLE FINISHES L 120 tY 'd t.,,. ,a, : I . : s: v �t I. o 'T:; , °,.,. PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE �:'< ` .:'` :: �,, . , .0`, N t NOTE: �te. f �.€ ,; p RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL �� i. L,:. ,:! ., • ti L=SPAN LENGTH, H= SPAN HEIGHT. 0 2 Q ;.: , TI ICA ONS :..' ". • • -.1 TAKEN M :...::.„ DRAWINGS PRIOR TO INSTALLATION ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIE +. , A. THE WIND SHALL BE PERMITTED TO BE AS 0.7 TI ES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF ATF ^I . :., SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO rs� ,:- ..,:... a OF NE `O0 -� INSTALLATION OF WORK. DETERMINING DEFLECTION LIMITS HEREIN. ' 1 'I , , �,,, :90. 8/ �` 9/;. " F` 4 , s 'I , . i. REQUIRED TO ADEQUATELY ERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 5 THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING B FOR CANTILEVERED MEMS '' ,:' ; TO ENSURE THE SAFETY OF THE PUBLIC NYS LICENSE # 37202 - PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO cu,,,,q, y ;: 'f V & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. 0 r sroRr : ._':WOOD.; a • . FRAME b 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE EXTERIOR FACADE AND .,:,: Resip4gcr �1:. , :', .. :: , : BUILDING PLAN REVIEW NOTE: ; .•,*�.: o .,W> CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL (LOCAL, STATE AND ;. ;,. INTERIOR..,.t FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY RENOVATION S Y. -° �, BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS I 1 "',-',�.: BASIS. p. I-. a OF THE TOWN OF SOUTHOLD & STATE OF NEW YORK AS SPECIFIED IN THE BUILDING CODE. THIS REVIEW HOWEVER DOES NOT `' GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS rt. 0 �; ;z }, 1 � , 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING AN ATTESTATION THAT, ' r. - •a ° "" STRUCTURES OR IT MS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTIlON AT, TO THE BEST OF THE LICENSEES BELIEF AND INFORMATION, THE WORK IN THIS DOCUMENT: �, .4 b E b . 1:1O a,:,c I v % SH F N N - IS ACCURATE, 1330 S GSBEE RD I jp .. _..:, _:; [z,::�ml 1 ,;; i 8 CONTRACTORALL KEEP A RECORD SET 0 CONSTRUCTION DOCUMENTS O SITE AT ALL TIMES - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, �, :a qIt - CONFORMS WITH REASONABLE STANDARD OF P A IziAND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS_ S PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY MATTITUCK, NY 11952 {. I� , rP. ¢�t< q . AND PUBLIC WELFARE, 4• ( i _ °' Lbnt. .. Guarim4eesdtta `Fa�_sa ,a#g',�n, 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERVI�ISE NOTED. IS THE RESPONSIBILITY OF THE LICENSEE. s I- �WOOq .9 �' •z anty.}:� tP�}pit n Pt;v eue�ry , ` I, 4 oECx y t;rapared, cid �,i '1 % 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. TITLE: p1. COVER SHEET OQ ..,ii r 102' 6e! �r, '�n f,tu�kI .ay t€ tisrt ' 1. 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION tI 1i ; +be aast�(nnA! of t}i, c9d� trt3frfvFtott WITHOUT COMPROMISING THE QUALITY OF THE WORK. ria sf BARBACtlE unra»tei�a aro t trap rrc�tria tr, w r s�1 ;' :�FRAME :' o �t,slAnaJ marl ar s bsegsr ow ars CLIMATIC AND G E 0 G R A P H I C DESIGN CRITERIA TABLE ZONE 4 GARAGE- 12. ALL NEW WORK SHALL CONFORM TO LOCAL, STATE & ADA CODES. N. N L t . :: .. ...,:: :: :. . :, :....::....... ,,..;, ..,:.:.,%..:•:,- ATE: - - 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED `° ° t ^O .,... �e.r ''� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD o� CONTRACTOR. WINTER AIR PROJECT N0: 1515 ip �" � SNOW DESIGN UNDERLAY- FLOOD 1. FROST LINE DESIGN FREEZING •;: ;.-•. ':;• ' �`:,,'. 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCILUDING THE NOTES LOAD SPEED(MPH) CATEGORY W DEPTH RMITE DECAY TEMP MENT HAZARDS INDEX DRAWN BY: r•; EATHERING TE I . ;.:I °',, " CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH I. REQUIRED WFH III snn�tt : MODERATE TO SLIGHT TO CHECKED BY: r 2 Ralf fErocE: av4r m RO 30 sf CT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF p 110 B SEVERE 3 FEET 11 YES NO 599/YES cM EAsr.r;5.,,; ,. DEVIATIONS F M THE OWNER AND ARCHITE HEAVY MODERATE ru --I-` `' -1. -''' 7!! rtrepars i, , r ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT _ SCALE: AS NOTED iI. N 20°'29':yf% ':55" ppt[ie crstdorod :b. a ''<, I. - -- - NO THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT TES. ,:' , , , ,_:,,. ;: 1. SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AR DRAWING N0: ,,,: ;: ,:.',:.: '..:.:. a?p i , Z. TO AS DETERMINED BY FEMA FLOOD Z I SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS ONE MAPS A 2. SU P R P ------- -.. `' EJECT 0 ERTY S LOCATED WITHIN A VVINBORNE DEBRIS R G N. ! E' ,:'.^:: . ,. HUSJNG: , ,,,.. CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND (- E 10 1.I &_ INTEP\IOP\ AND EXTE P\AT i� INFt38MATIO�t P1.,_ ­._t2QVl'DEI3 BY OfiHERs FbR ELTLENi�E dNtY NiS SEE S1. IGNED AND SEALED SURVEY '; 41 ,. I. PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. I `'° I` ,wT 1 1."I'�"..... "'., Y JAI 5 201r � . ._. � ___. ._ ___.____._ __ ff SHEET N0. 4 ; -- - -- --- _---- ----- M _ .. . . DIVISION 1 - GENERAL REQUIREMENTS - -- - - - _- - 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. FOR ALL BEAMS. B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. A. ROOFING: C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN DIVISION 6 - WOOD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT � - COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. X GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. EXTENDING LI G OVER TOP OF SHAKE ONTO SHEATHING. DE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE I~�� 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 3. EAVE FLASHING: SEE NOTE B-4, BELOW. AND HIS SUBCONTRACTORS 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL VALUES. 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: _ B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION THE 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. 6. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: W FEATURES WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS CURRENT OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED W NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL ARE SHOWN OR NOTED. 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. e 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General w AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY E PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR �- O 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 LjJ> Z U HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL Q z U WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED L BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R302.2.1.2 OR SHALL O D. BOLTS IN WOOD FRAMING: BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE RESIDENTIAL CODE OF NEW YORK STATE. >- 00 O DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE \ cn m q-) TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE , 1 Q O FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A �1 COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" „ O m 00 S FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT B. 3/4" DIA. BOLTS-2-5/8"B" SQ. X 5/16". NET CLEAR HEIGHT OF 24 , A NET CLEAR OPENING WIDTH OF 20", AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR O � EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, M ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING 4, FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. ~ SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS m OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR 0 `- E. LAG BOLTS: Lo THAN 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 1. SHALL BE OF STRUCTURAL GRADE STEEL. POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 00 Z `O CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN F. ALTERING STRUCTURAL MEMBERS: DIVISION 9 - FINISHES THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE A. GENERAL NO. DATE SUBMISSION ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK - 12/30/15 ISSUED FOR PERMIT 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE 24" O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES 1OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. H. CUTTING OF BEAMS. JOIST AND RAFTERS: (AS APPLICABLE). 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER DRAWINGS. TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED PROJECT IS BEING BUILT. THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL ENDS OF MEMBERS. EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR DIVISION 15 - MECHANICAL PROVIDE #4 REBAR AT 2'-0" O.C., 1'-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS:1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: / 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. 16. FREE DRAINING GRANULAR BACKIFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND REGISTERED PROFESSIONAL ENGINEER LICENSED 1N THE LOCALITY WHERE PROJECT IS BEING BUILT BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT OF THE WORK PERFORMED BY OTHERS. EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE B. PLUMBING: CONSTRur, FD OR NOT. THFSF Do Ts ARF NOT To BF 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. REPRODUCED INNANY FORM AND THEY ARERE NOT TO BE USED BY THE BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE - 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN PROVIDE 2 X FIRESTOPS AT MID POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURERS PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. DIVISION 3 - CONCRETE K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Al 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. DIVISION 16 - ELECTRICAL HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY A. General: THESE DRAWINGS BE REPRODUCED. 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ® 28 Days (PSIS ., UP TO 4'-O" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE FOOTINGS 3,000 1/20'-1 4"±1 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK y SLABS GRADE 2,500 1�20l-14"f1/2" 5 -1 TO 6 -0 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. SEAL: WALLS 3,000 1 2"-1" 4"f 1/2" 57. 6 -1 TO 8 -0 6 X 3 1/2 X 3/8 OR 2-2X 12 „ � �� >. 3. INSTALLATION: GARAGE SLABS & EXTERIOR SLABS 3,500 1/2 -1 AIR ENTRAIN ENT A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. ��PrD ARCy 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES Gam°' Ilk , BUILDINGS. CONSTRUCTION AND INDUSTRIAL PLYWOOD „ TRADEMARK. 61T0" HIN 2. EACH PLYWOOD SHEET SHALL BEAR THE APA HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. 5. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A B. REINFORCING STEEL: SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. s�.y 037202 0�� 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING , INCLUDING THE BASEMENTTFOF NEMA 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. OR CELLAR. M. CORNER BRACING: 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 NYS LICENSE #037202 PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING FRAMING NOTES: 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) SCHEDULE INCHES CLEAR FROM OUTER FACE OF ELEMENT. 2. LAP PLATES AT ALL CORNERS. EXTERIOR FACADE AND 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE N. NAILING: ( 2NOR BETTERLESS Fb OTHERWISE NOTED,50MIN LL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0. c INTERIOR RENOVATION S POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN CODES, OR MAUFACTURER'S RECOMMENDATIONS. 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE TREATED LUMBER. INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 3•0. FIRE STOPPING: ALL SHEATHING TO BE AP.A. RATED, EXPOSURE 1, 1/2" MIN. THICKNESS.5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" PROVIDE SOLID BLKG. UNDER ALL SEAMS.PERIMETER PANELS AT EDGE OF ROOF & WALL CORNERS TO BE NAILED IN ACCORDANCE WITH TABLE 3.9 OF THE WFCM 95. 1330 SIGSBEE RD A. FOOTINGS: 3" NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. B. BEAMS AND COLUMNS: 2" 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS ® 8'-0" MAX. SPACING. MATTITUCK, NY 11952 C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) P. ALIGNMENT: 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS & PARALLEL PARTITIONS. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) G• ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL TITLE: C. FOUNDATION: CONNECTORS BY TECO (OR EQUAL). GENERAL NOTES 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 7. INTERIOR HEADERS TO BE (2) 2"x8" TYPICAL UNLESS NOTED OTHERWISE. ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 8 EXTERIOR 1st. & 2nd. FL. HEADERS AT WINDOWS & DOORS TO BE (2) 2"02" TYP. UNLESS NOTED OTHERWISE. 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY 0. GENERAL: DESIGN LOADS: THE ARCHITECT. 1. 3. ALL FOOTING EXCAVATIONS SHALIL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. DATE: 10-12-15 THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". LIVE DEAD 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. PROJECT N0: i 515 THE D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 30 10 ROOF FROM FLAT TO 4:12 (0-200 SQ. FT.) DRAWN BY: WFH III RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO SLAB ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 40 10 DECKS / PORCHES CHECKED BY: AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SCALE: AS NOTED NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: DRAWING NO: VAPOR BARRIER ON 4" CRUSHED STONE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 30 10 SLEEPING ROOMS 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 20 10 ATTICS WITH STORAGE G, N MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER 10 10 ATTICS WITHOUT STORAGE RECOMMENDATION. SHEET N0: N 20 29' 0" W 55.00' r` NEW 44 SP #2 POST (TYP EA SIDE OF NIEW OPENINGS) FASTEN TO EXISTING 1 f9'-9" I 00 d STEM WALL WITH ABU44Z POST BASE. VIF WITH RO OPENING �J FASTEN BASE CONNECTOR TO EXISTING I I STEM WALL WITH 1/2 KWIK BOLT BY EXISTING CMU AV HILTI, MIN 3 EMBEDMENT. FASTEN COLUMN TO POST BASE PER I PIER ON FOOTING 1 MANUFACTURER RECOMMENDATIONS, TYP. AND (2) 2x8 ANY UNGROUTED CELLS TO BE INFILLED GIRDER I EXISTING Lii WITH MIN 3000 PSI MORTAR AND (1) #4 I 1 STORY _ VERTICAL REBAR I I ( 1 o I WOOD I CRAWLSPACE o FRAME N o03 EXIST FLR JST I GARAGE cv N I I 2"x8" ® 16" O.C. CN N Q I EXIST FLR JST I 2"x8" @ 16" O.C. I O 10.2 NEW 4x4 SP #2 POST (TYP EA SIDE OF 1 I 1 2 W z v NEW OPENINGS) FASTEN TO EXISTING STEM O 7 1�/�� > c- 6'-10WALL WITH ABU44Z POST BASE. FASTEN I I QU z BASE CONNECTOR TO EXISTING STEM WALL ( I WITH 1/2" "KWIK BOLT" BY HILTI, MIN 3" O EMBEDMENT. FASTEN COLUMN TO POST EXISTING WD FRAME --� 4- PORCH AND PLATFORM BASE PER MANUFACTURER 1 I Q >_ 00 0 RIECOMMENDATIONS, TYP. ANY UNGROUTED TO REMAIN SEE EXISTING CELLS TO BE INFILLED WITH MIN 3000 PSI 1 I V) m m -Y ATTACHED C OF 0. - WOOD DECK MORTAR AND (1) #4 VERTICAL REBARr r7 O m 00 III ±12'-2" — — — --I III = 00@W \ EXISTING WD FRAME � VIF WITH WALL ABOVE � ( ( � m a, I � RAMP TO BE REMOVED I!� /-N-v I I;e 24.2' oIL Uri O r� 1 11 co zQ0 � I;I j I EXISTING (2) 2x8 EXISTING I 1 LOT 2 6 I GIRDER ON STL UN-FINISHED I I LALLY COLUMNS UTILITY ROOM TO NO. DATE SUBMISSION REMAIN. I ( - 12/30/15 ISSUED FOR PERMIT P 0 LOT 28 +„ } EXIST FLR JST UP EXISTING 1 STORY 2 xs 1 s o.c. 1 UTILITY I 1 OM WOOD FRAME I o 41 1 I EXISTING RESIDENCE ASPHALT I BOILER TO REMAIN DRIVEWAY (n STORAGE I 002 EXISTING WD FRAME t,,i ( ' HWH BOILER I I Q RESIDENCE TO REMAIN; 00 SEE FLOOR PLAN FOR L0 INTERIOR MODIFICATIONS. EXISTING FINISHED STORAGE TO REMAIN. ( EXISTING STAIR TO BILCO DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, m 1 DOORS TO REMAIN. ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THFSF DOCUMFNTS ARF NOT TO BF >_ -I REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE 1 1 PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS PLATFORM AND STAIRS I OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE m BUILT PER THE 1 ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND W PRESCRIPTIVE 20-10 EXISTING STAIR PERMISSION FROM AND AGREEMENT WITH WALTER HYDE 111, ARCHITECT. RESIDENTIAL DECK EXISTING TO REMAIN UP I 1 1 SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Al CONSTRUCTION GUIDE HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY �-J I 1 - � 1 BY THE AMERICAN 8. 1 EXISTING METER THESE DRAWINGS BE REPRODUCED._J WOOD COUNCIL NOOK TO REMAIN DEMOLISH EXISTING I CONC. STOOP — F SEAL: u 16.2lot-O” ' EXISTING (2) C; 2x8 GIRDER I I tee. ���G� F. iNj T�v 1 L oo CRAWLSPACE LOT 27 w N , 001 I � . oa7202 Z I O X M W NYS LICENSE #037202 EXTERIOR FACADE AND INTERIOR RENOVATIONS 1330 SIGSBEE RD S 20 38' 0" E 55.00' MATTITUCK, NY 11952 TI TLE: SITE AND FOUNDATION PLANS DATE: 10-12-15 SIGSBEER PROJECT NO: 1515 DRAWN BY: WFH III CHECKED BY: SCALE: AS NOTED DRAWING N0: O' 4' 8' 16' PROPOSED 0' 2' 4' 8' A -1 1 SITE PLAN 1/81' = .2 FOUNDATION & PORCH FRAMING PLAN- 10 = ---� /4" = -0" SCALE: 1/8"=l'-O" NORTH SCALE:1/4"=1'-0" NORTH SHEET NO: WALL TYPES UNRATED INTERIOR PARTITION: 2X4 REMOVE EXISTING DOOR AND PORTION OF WALL IN THEIR ENTIRETY TO O WOOD STUDS ® 16 O.C. WITH (1) _ FACILITATE INSTALLATION OF NEW TRIPLE SLIDING DOOR; ARCHITECT SERIES LAYER 1/2" GYP. BD. EACH SIDE. 10880 BY PELLA WITH IMPACT RATED GLAZING AND MIN .35 U FACTOR. ~� NEW HEADER; (2) 1-3/4"x7-1/4" 1.9E TJ MICROLLAM LVL. UNRATED INSULATED EXTERIOR F■—� �` — "�' FASTEN TO NEW 4x4 SP#2 POST WITH ECCQ44SDS2.5 PARTITION: 2X4 WOOD STUDS ® 16" HANGER BY SIMPSON. O.C. WITH R-13 BATT INSULATION (1) O LAYER 1/2" GYP. BD. AT INTERIOR . AND 5/8" CDX PLY WD AT EXTERIOR WITH ADDITIONAL FINISHES PER EXISTING WD FRAMED RAMP TO REMAIN. 2 ELEVATIONS. A-3 NOTE: ALL GYP. BD. FACING WET AREAS INCLUDING GARAGES, BATHROOMS, LAUNDRY FINISHED SHEC�D 2— CH EL�HEC�D PORCH ROOMS, AND KITCHENS, SHALL USE WATER — RESISTANT ANTI MICROBIAL GYP. BD. DRILL 1/4- VENT EXISTING ELEC OUTLETS. COORDINATE HOLES THROUGH GYP � BD. CEIL. AS REQ. F�- E�2% _ ADDITIONAL OUTLET REQUIREMENTS , _ ...._..... WITH OWNER IN FIELD. FOR VENTILATION 9'-4"RO VIE 1'-6" APPLY SELF—STICK RELOCATE BASEBOARD HEATING FROM SCREEN OVER HOLES �V EXTERIOR WALL TO ADJACENT WALL. j -- EQ' —.i w NORA LIGHTING MODEL: NLEDC-4219 PROVIDE & INSTAILL f `� 4" ROUND 650 LUMEN LED DIAMOND II NORA LIGHTING COORDINATE FAN WIDTH WITH FINAL REFLECTOR, COMPATIBLE HOUSING: USE MODEL:NMPK2-3LED I I 0 LIGHTING LAYOUT TO ENSURE FAN NSIC-401 QAT 4" ICAT LINE VOLTAGE 12V LED PUCK WHERE bi U BLADES DO NOT OBSCURE LIGHTING. �; 'ti / COLORS: WW - SPECULAR WHITE GLASS PANEL DOORS I I > z DEN + REFLECTOR, WITH WHITE FLANGE. COLOR ARE SHOWN W PLUGMOLD GFCI I '� Z U OVERHEAD TRACK BARN STYLE' DOOR 115 / TEMP; 3000K MULTIOUTLET STRIPS �� W 0 I`0 AT EXISTING OPENING, CUSTOM DOOR R BY LEGRAND. AND HARDWARE BY OWNER; INDUSTRIAL 5-0 3- ,� BEDROOM LI I HANGER BY RUSTICA HARDWARE OR EQ. EQ. E0. / 114NOTCH BLOCKING F(OR 7• i NEW FLUSH HEADER; (4) 1-3/4"x7-1/4" VENTILATION OR UISE (� m 0) i 1.9E TJ MICROLLAM LVL. FASTEN EA END 1/2" PLYWOOD ASIm I V Q 0 "UC" NOTATION = PLUGMOLD GFCI � �,l TO NEW 4x4 SP#2 POST WITH NEEDED t MULTIOUTLET TAMPER—RESISTANT OUTLET �� ! ECCQ7.1-4SDS2.5 HANGER BY SIMPSON. /2„ \J m o STRIPS BY LEGRAND. ITEM AVAILABLE IN NEW BACKSPLASH �` I C WHERE APPLICABLE: USE LUTRON TILE TO BE GUT 1/z' V 3', 5' AND 6' LENGTHS. COLOR TO MATC 13 MAESTRO CL HED TECHNOLOGY STACKABLE CABINETS. CABINETRY TO PROVIDE HITCH "iI � s� I SHORT OF CABINIET I m I m � N DIMMABLE SWITCH W/ SWITCHPLATE IN m FOR UNDER OR IN-CABINET SNOW WHITE COLOR SATIN FINISH ry (VERIFY FLUSH-MOUNT INSTALLATION BY jk i / WITH OWNER). ALSO USE LUTRON 1 2, 3� PROVIDE & INSTAILL I LIQ � ELECTRICIAN. CONTRACTOR IS RESPONSIBLE NORA LIGHTIING :� FOR ENSURING ELECTRICAL INSTALLATION ` OR 4 GANG COVERPLATES AS REQUIRED. MODEL:NMPK2-3L.ED I I 00 Z Qo 3S MEETS CODE PRIOR TO ORDERING & B R 0 THE OBJECTIVE IS TO MINIMIZE THE 12V LED PUCK MILLWORK DESIGN INSTALLING THESE DEVICES. COORDINATE 111 QUANTITY OF SWITCHPLATES ON THE WALL BY OTHERS. W/ KITCHEN LAYOUT BY OTHERS, SEE � � BY USING THE STACKABLE DIMMING NOTE: OUTLETS sc LIGHIt+S ENLARGED DETAIL, THIS SHEET. , �� SWITCHES W/ (2) SEPARATE CONTROLS TO BE RECESSED. AS OPPOSED TO SINGLE DIMMER NO. DATE SUBMISSION UP I='�— I SWITCHES. CONTRACTOR SHALL VERIFY ACCENT LIGHT D TL 1 IN C COMPATIBILITY W/ DIMMABLE LED LIGHT - 12/30/15 ISSUED FOR PERMIT °� N \ 107 =1FIXTURES AS SPECIFIED. 0" I 31-0.F NORA 1 OW 3,500K LED PENDANT LIGHT PROVIDE & INSTA L COOPER LIGHTING MODEL: ' ��\ `- - ' WITH CANOPY MOUNT AND BRADY HU20 LED UNDER CABINET LIGHT KIT AT UPPER 2 ` BEDROOM - "= "`�- 110 PENDANT IN TAUPE OR EQ SPECIFIED BY CABINETS & AT TOEKICK AS DESIGNATED BY , '+:t a v OWNER. "LED" INDICATION ON PLANS (TYP). COLOR: 0 G ++\+i_+ ( NEW CEILING FANS (TYP FOR SYMBOL) WHITE. TYPE: LOW-PROFILE FLUSH MOUNT TO �, UNDERSIDE OF CABINETS. REMIOTE MOUNTED 0; .+{V } o PROVIDE BLOCKING IN CEILING AS DRIVER IS EQUIPPED WITH INTIEGRAL O O, ++r + F REQUIRED AND INSTALL PER LEGEND: HI—LOW—OFF SWITCH. TRACK SECTIONS ARE + + /� MANUFACTURER RECOMMENDATIONS. AVAILABLE IN 12"OR 18" LENGTHS AND CAN BE E EQ COORDINATE SPECIFICATION WITH OWNER. FIELD CUT TO FIT. Y I — ,- PROVIDE & INSTALL NORA LIGHTING MODEL: C� 11 9E D.W i � `' i r NEW DOOR NLEDC-4289 4" ROUND 650 LUMEN LED DIAMOND 11 I INFILL FORMER OPENING WITH REFLECTOR FOR DECORATIVE GLASS, WET LABEL MICRO S WD STD PARTITION (TYP FOR LISTED, & USE WITH 4" NTG—,4HC TEMPERED CLEAR \\ a {_ _ _ CL HATCH AND WALL TAG.) DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, GLASS LENS WITH FROSTED GLASS & 3-1/8" OPEN - — 11081 ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE CENTER. COMPATIBLE HOUSING: USE LOW VOLTAGE _ _ _— _ 1 6 ` PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND ' W EXISTING DOOR REMODEL HOUSING, 4" ICAT LINE VOLTAGE. COLORS. - - CONSTRUCTED OR NOT. THFSF DOCUMENTS ARF NOT TO BF WW - SPECULAR WHITE REFLECTOR, WITH WHITE IDG 1 w REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE FLANGE. COLOR TEMPERATURE: 3000K r '' PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS / r , OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE DASHED LINES REPRESENT DEMOLITION WORK; - r r ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND REMOVE PARTITIONS AND DOORS IN THEIR + a + + + +,+.+++ + , + ` PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. + + + + '� + + + + + + , NORA LIGHTING MODEL: NLEDC-4219 DEMOLISH DOOR SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Al ENTIRETY WHEN NOTED, REMOVE ANY UNUSED +++++++++,*+iLIVINGa R00(N ++ } ++. „ UTILITY BACK TO SOURCE. ' ++++++,+++�},++++ 05 + +"++++.: ++. u 4 ROUND 650 LUMEN LED DIAMOND II `j HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY OVERHEAD TRACK BARN STYLE DOOR AT +}+ �=g"++ + + a+ +° + + a ++ + REFLECTOR, COMPATIBLE HOUSING: USE -0 + + 3,.- } THESE DRAWINGS BE REPRODUCED. EXISTING OPENING, CUSTOM DOOR AND A •. + + + +'+ +.t�_ +' + _ NSIC-401 QAT 4" ICAT LINE VOLTAGE DOOR ; '.LQ: C� NEW PARTITION HARDWARE BY OWNER; INDUSTRIAL +"a+++++.+.+l.>+++f++--f 4..t+'.� +++++tv '} + COLORS: WW — SPECULAR WHITE HANGER BY RUSTICA HARDWARE OR EQ. + + + + , x. + + + + -� + + REFLECTOR, WITH WHITE FLANGE. COLOR + + + + +.-+ + + + - + � + + �� EXISTING PARTITION + + + + + } + + + + TEMP; 3000K. COORDINATE FINAL LIGHTING + + + + _ + + + + + + + + \\ CT FAUX WOOD + + + -� / + r�+ 1 \\ :y r ,� FIXTURES WITH OWNER TYP. _T «;d T. . I DEMOLISHED PARTITION SEAL: NEW FLOOR FINISH THROUGHOUT; + + + +++++++++ + a + + ' PER OWNER SPECIFICATIONS, PROVIDE RADIANT + + +'. + +�.a++'+i+ ,+ a++� +++j + + + +`y+ + } + + + + + + EXISTING UL217 COMPLIANT HEATING WHERE NOTED WITH "'+" SYMBOL. a +++++++} +}+I -+++_,.+++t++ . }+++ _ CL SMOKE AND CARBON MONOXIDE -�X� WALL TAG + + + + ' + CD .. + + +co + + DETECTORS. VIE. REPLACE OR V RELOCATE BASEBOARD HEATING FROM + + } a. + + + + ,a + + + .i + _ 104 REP AR EXTERIOR WALL TO ADJACENT WALL. +; +°+'+`++4'14{+" + ++k+i +++ -' \� A Hy T + + t4 + _++ + PROVIDE NEW IF REQUIRED. + + + + .+. + + + + + + a + + + + �'? F REMOVE EXISTING WINDOW, WIDEN OPENING FOR + + + + + �a + + +1+ + + + f + + + + FORMER FOYER TO BECOME P NEW FRONT DOOR AND SIDELIGHTS. TREMA TRU +++++++++ `+ +`+ ,� + + + I J.+ +++++++++++k+++ NEW MASTER BATH. PROVIDE DOOR CCA230—SDL (36 x80 ), CCA220SL—SDL lo, + + + + + + + + + + + + + + + + + + i. FINISHES AND FIXTURES PER ((2)® 14"x80") WITH IMPACT RATED GLAZING + + a + + -,+ r+++++� +++ S + + + ' OWNER SPECIFICATIONS. + + , + * + + + 4 + , MASTER INT. FINISH NOTES + + + + + + + + + ,.+ + + ' BEDR SELECT MIN. DIMENSIONS � MIN U—FACTOR .35. PROVIDE NEW (2) 2x12 + a + + a } + + �; + + + + + + } + + + + + + ( U3 SHOWN FOR REFERENCE. 037202 O HEADER AND STRAP PER DETAILS ON GN-3. + + + ' + } 3 + r, + + 9 y + + + oo. + + + + + + . + + PLATFORM STAIRS BUILT PER THE FOF NES + co + + + .+ + + + � ,. + 1 - ALL SPACES WITH AREA OF WORK 1 + a. / PRESCRIPTIVE RESIDENTIAL DECK ++++} t �f+ A +} + `��+ '++y+ - a{.+ — CONSTRUCTION GUIDE BY THE SHALL RECEIVE (1) COAT OF PRIMER + *1468 + + : + 1`468 , AMERICAN WOOD COUNCIL AND (2) COATS MIN. OF INTERIOR FFFF + + LATEX PAINT BY SHERWIN WILLIAMS OR NYS LICENSE #037202 DEMOLISH EXISTING STOOP, REMOVE EXISTINGF , PROVIDE NEW POCKET DOOR IN APPROVED EQUAL. (COLOR BY OWNER) EXTERIOR FACADE AND ENTRY DOOR IN ITS ENTIRETY. INFILL EXTERIOR i M yy5�TTEE R NEW OPENING WITH HEADER PER 2 — ALL CEILING SURFACES SHALL COVE ED ;,�, 93ATMOOM SCHEDULE ON GN-2 RECEIVE (1) LAYER OF 1/2" GYP. BD. WALL WITH 2x4 STDS ® 16" 1O.C. AND R-13 POR H- —1 7 1 21 W/ (1) COAT OF PRIMER, AND (2) INTERIOR RENOVATIONS BATT INSULATION, MATCH EXISTING ADJACENTr 116COATS OF SHERWIN WILLIAMS INTERIOR ASSEMBLY AND FINISHES IN ALL RESPECTS. ` 2 }a -- LATEX PAINT, COLOR TO MATCH r +¢+ }' N -- '` s EXTERIOR RATED WALL SCONCE OR EXISTING. + + e+ + FINISHED FLOOR LANTERN; COORDINATE WITH OWNER. 3 — CONTRACTOR SHALL PROVIDE & L —I- -I - 4'-4 ELEV. ® 2'-4" INSTALL ALL STANDING AND RUNNING 1330 SIGSBEE RD / TRIM. PRIME & PAINT SHERWIN N WILLIAMS SEMI-GLOSS FINISH (COLOR MATTITUCK, NY 11952 +MIN. BY OWNER). 4 — COORDINATE FINISH OF ALL o - DOORS WITH OWNER. 5 - COORDINATE FINISHES FOR ALL TITLE: COVER PLATES WITH OWNER PROPOSED FIRST FLOOR FINISHESORDINATE WITH OWNER FINAL FLOOR AND ROOF PLAN 3 DATE: 10-12-15 A-3 PROJECT NO: 1515 DRAWN BY: WFH III CHECKED BY: SCALE: AS NOTED DRAWING NO: 0' 2' 4' 8' <Z� 0' 2' 4' 8' A - 2 1 PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0" NORTH 1/4" -Q" SCALE:1/4"=1'-0" NORTH SHEET N0: J L is EXISTING ROOF NEW GUTTERS AND Q� TO REMAIN LEADERS TO SPLASH BLOCKS AT GRADE EXISTING WD FRAME RAMP TO BE REMOVED EXTERIOR GRADE EXISTING CHIMNEY EXISTING WD FRAME WALL LANTERNS, TO REMAIN PORCH TO REMAIN. SEE ATTACHED C OF 0 fi T.O. NEW & EXISTING RIDGE COORDINATE WITH EXISTING ALUM. e. I g � i ! I. +_ ..I. _.� A o _ i"_± I.� k. l - l!.,_I 'ten ELEV. ® f15 -6 OWNER. GUTTERS AND L I _�_ y 1.»I ., 1 g DOWNSPOUTS TO I g _ I� } '_! I - _F • .I _ � ....W I. _ i —15 � _ , I 12 REMAIN. _ " I y 6 t r "s i. i J 9 , J .moi- _l.._ ._t _ l,_ ..��__ I r - I REPAIR REPLACE I I I ISI s It I r � � i I i '. 1 �� I� , _ �i_J €._, �.�.- i� _� � _1 ,�..,.J�. �. �r.-1,�. ;_�,.� .V.�,.� AS REQUIRED. g E 1 g I T I , g 1 I n I ► I i I I �� _7. , , I g !. _ I jt y! i .._..,.i.s.. ,. _�._. .��4» r. y7l'-r7 1 ` g g B.O. BEAMS n000LJ U ELEV. @ 9'-9" ____._._ _.____ _ ____ .. ____ z STONE VENEER, SEE FRONT 17U ELEVATION. 00 0 _ __ ----�---- - - --- - --- - - -- ----�-�- _ _ PLATFORM AND STAIRS BUILT PER -- -- -- --a- (� M0-)-. � _ �_ w- _ -__ E PRESCRIPTIVE RE EGUIDE BY __.._.__._.__ Q _ THE AMERICAN WOOD COUNCIL. TO FIRST FLOO- RUNTIL ooRE AIN U TIL VARIANCE FOR ELEV. © 2 N PORCH SUBMITTED UNDER SEPARATE APPLICATION IS PORCH v ELEV. © 2 -0 f— APPROVED 00 U m � ELEV. © 0'-0"- I GRADE � 0 � � NEW DOOR AND ( NEW VINYL SIDING BY REMOVE EXISTING WINDOW AND SIDELIGHTS, SEE FLOOR — — — — — — — — — — — — — — CERTAINTEED OR EQ. SHUTTERS, INFILL WALL TO PLAN FOR MORE INFO — —� EXISTING FOUNDATIONS I I I I . TO REMAIN, TYP. I ( AMATCH LL RESPECTS.EXISTING ADJACENT IN C OR VENEER ACCENT FINISH; EXTERIOR VENEER - - - - - - - - - - - - - - - - - �RovIDFRosTrc`ZED-c�cWs�AD�E - - - - PLATFORM STAIRS BUILT PER THE—I BY ELDORADO STONE WITH EDGE NO. DATE SUBMISSION( I I EXISTING FOUNDATIONS- PRESCRIPTIVE RESIDENTIAL DECK CAP OVER 2 LAYERS 30 FELT TO REMAIN, TYP. VERIFY CONSTRUCTION GUIDE BY THE SIZE IN FIELD AND AMERICAN WOOD COUNCIL PAPER, DIAMOND FACED MESH AND - 12/30/15 ISSUED FOR PERMIT ---=------------�_--_-------_-_�— REPORT ARCHITECT IF MORTAR COATS, PER DIFFERENT � THAN SHOWN. EXISTING WINDOWS AND MANUFACTURER RECOMMENDATIONS. 2'-0" SHUTTERS TO REMAIN TYP. SEE SECTION FOR MORE INFO. EXISTING FOOTING AND EXISTING CMU BLOCK STEM WALL AT CRAWLSPACE 0' 2' 4' 8' 1 PROPOSED SOUTH ELEVATION- 1/4" = 3 PROPOSED EAST ELEVATION SCALE:1/4"=1'-0" SCALE:1/4"=1'-0 DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF WALTER HYDE III, ARCHITECT WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTFD OR NOT. THFSF DOCUMFNTS ARF NOT TO BF REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECT OWNER/CLIENT NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS OR ADDITIONS OR ALTERATIONS TO THE _ ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH WALTER HYDE III, ARCHITECT. SHOULD A CAD FILE BE PROVIDED TO THE CONTRACTOR HE SHALL USE THIS Al HIS RISK AND HOLD THE ARCHITECT HARMLESS, BY NO MEANS MAY THESE DRAWINGS BE REPRODUCED. EXISTING ROOF d3 (CURRENTLY LAID OVER) SEAL: F. (((( NEW 4x) LVL FLUSH DEMOLISH FORMER EXTERIOR WALL HEADER SUPPORTED BY R (LOAD BEARING) PROVIDE TEMPORARY NEW POST AT EACH �� SHORING AS REQ'D UNTIL NEW BEAM NEv END, SEE FLOOR PLAN �_ � I INSTALLED. - DEN KITCHEN o 11 ' 109 00 NEW HEADER AT NEW DOOR AND SIDELIGHTS. SEE FLOOR NEW (2x) LVL HEADER J PLAN FOR ADDITIONAL NYS LICENSE SUPPORTED BY NEW j SPECIFICATIONS (TYP.)POST AT E SEE FLOORACH PLANND, EXTERIOR FACADE AND ° INTERIOR RENOVATIONS EXISTING GIRDER ON EXISTING LALLY COLUMNS t 1330 SIGSBEE RD STOORRAGE ;� MATTITUCK, NY 11952 NEW TRIPLE SLIDING DOOR. SEE FLOOR PLAN FOR SPECIFICATIONS TLE: SECOND FLOOR PLAN, SECTION AND DETAILS DATE: 10-12-15 PROJECT NO: 1515 DRAWN BY: WFH III CHECKED BY: SCALE: AS NOTED DRAWING NO: 0' 2' 4' 8' A - 3 = -1---- - --l- 2 SECTION 1/4" = 1'-0" SHEET N0: SCALE:1/2"=1'-0"