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HomeMy WebLinkAbout41440-Z Town of Southold 5/18/2017 0 P.O.Box 1179 co 53095 Main Rd ei4.rjQ1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38956 Date: 5/18/2017 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 350 Second Ave,Peconic SCTM#: 473889 SecBlock/Lot: 67.4-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/13/2017 pursuant to which Building Permit No. 41440 dated 3/20/2017- was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ENCLOSED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING,PER ZBA DECISION#7019, DATED 02-16-2017,AS APPLIED FOR The certificate is issued to Goodheart,Leona of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED owro Signature �SaFFot� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41440 Date: 3/20/2017 Permission is hereby granted to: Goodheart, Leona 19 Avon Rd Farmingdale, NY 11735 To: construct additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 350 Second Ave, Peconic SCTM # 473889 Sec/Block/Lot# 67.-4-24 Pursuant to application dated 3/13/2017 and approved by the Building Inspector. To expire on 9/19/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $325.20 CO -ADDITION TO DWELLING $50.00 To $375.20 I Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/I0 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: y Old or Pre-existing Building: (check one) Location of Property: �® �I��i®�� /`I"�✓f- i ��/ C House No. Street Hamlet Owner or Owners of Property: 64,C)AP ' Suffolk County Tax Map No 1000,Section 67 Block ® � Lot Subdivision Lr! Filed Map. Lot: Permit No. q L `T(D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check n Fee Submitted:$ Ap ' ant Sig ture q •qqo Of SOUTyolo 41 'F TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: trenh, S{fvvhOdIOIA QV--,U0 (3 DATE INSPECTOR SOUIyo N O i old 0 TOWN "OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INgULATION [ ] FRAMING / STRAPPING [v-(FINAL [ ] FIREPLACE & CHIMNEY- ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1/S �i[ �liv+ni�v �rJ 5, 'Y v�✓ 13 SI�Ion "**VS . DATE INSPECTOR 11 � a SO(/lyo N 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ove W v OK 9 0 DATE ! INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) y ------------------------------------ C FOUNDATION(2ND) tmj _ z 6' ROUGH FRAMING& y i PLUMBING "C 1 . N r� INSULATION PER N.Y. STATE ENERGY CODE , t t abvs -it eno "tw-iwa srw owo IM/A/ Vh/ IL P s 4lkA s. 4cwkrL, v, Kwwvii Lori 4✓ pnomseA s;kon#04 FINAL a' Orl OWA ✓ ADDITIONAL COMMENTS Ido 0 Z m X o � z d ro H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 ' TOWN HALL Board of Health Y SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. l ® Check Septic Form N.Y.S.D.E.C. Trustees C 0 Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form — 0 ontact: Approved191a ,20 i Mail to Disapproved a/c Phone ` Expiration 20 Building Inspector APPLICATION FOR BUILDING PE / D Date ® 1 20 D INSTRUCTIONS Thin appliq MU completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o s,a c at b plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways.BIJUMMEh .by this application may not be commenced before issuance of Building Permit. TOW4(pig tiiDapplication,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailmg address of applicant) State whether applicant is owner,lessee,agent gen architec, gineer,general contractor,electrician,plumber or builder r— Name of owner of premises �d (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati n of land orlAhich prod work ill be done: 50 House umber Street Hamlet County Tax Map No. 1000 Section v/ Block a Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and injgnded use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixedccupanr specify nature and extent of each type of use. 7. Dimensions o existi—ng strut 1turres,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height C"el Number of Stories 9. Size of lot:Fron r Rea, Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated ��0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOX 13.Will lot be re-graded?YES NOyWill excess fill be removed from premises?YES_NO ! /� 14.Names of Owner of p•�G E is s �Aifiddress Phone No. Name of Architect L4--,40,7-r-- Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO_V *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF Sv (,f-- AZ Ic 1r-�w�2TZ being duly sworn,deposes and says that(s)he is the applicant (Name o mfo mam f dividual signing contract)above named, (S)He is the �bo�C 0 (Contractor,Agent,Corpotfite Offic6r,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. TRACEY L. DWYER /4fNOTARY PUBLIC,STATE OF NEW YORK Sworn}before me this W OggOp day of 20V QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2DLS rotary Public Signal of Ap licant 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_ _ j 4 sets of Building Plans TEL--(631) 765=1802 Planning Board approval FAX:.(631) 765-9502_, s, Suryey Southol'dTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees ' C.O.Application 1 Flood Permit Examined 1 ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c Phone(-q�IQ Z93 g A f Expiration ,20 ui ' nspector DPPLICATION FOR BUILDING PERMIT f Date , 20 INSTRUCTIONS a. l T be completely filled in by typewriter or in ink and submitted to-the Building Inspector with 4 sets of p'� S�11I>1OIUcale.Fee according to schedule. b. Plot pla showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will`issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the.construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. A, (Signature of applicant or name,if a corporation) t9 A40✓ P CnA"AD)U`51 (Mailing address of applicant) i l'73 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ' (As on the tax roll or latest deed) , If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. , 1. Location of land on which proposed work will be done: 13S-0 a N o I (FCaN Y C✓ House Number .Street Hamlet County,Tax Map No. 1000 Section Block _�' 0 r� rtM1 ; Lot' Subdivision Filed Map No. —Lot 2. State existing use and occupancy of ,nri­ -----A-;ntp-niif-ii-iioe-and-ocqup-gncy_gpTp.osed construction: a. Existing use and occupancy' r j(,DgIZe'b b. Intended use and occupancy 3. Nature of work(check which applicable):New Building —Addition Alteration Repair -Removal Demolition Other Work�y-rEnjb/P6 Fxy 5-f//j&60 f L 0 5 6 D (Description) 4. Estimated Cost- Fee 4'5–o (To be paid on filing this application) 5. If dwelling, number of dwelling units -Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories RPocW -ot4c t_e4ete!, Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories--,-.c-, 8. Dimensions of entire new construction: Front Rear I II Depth Height Number of Stories WI 9. Size of lot: Front Rear Depth " 7 719 10. Date of Purchase Name of Former Owner \A/601)� L-DO 0 5" 11. Zone or use district in which premises are situated 1-S c 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—NO 13. Will lot be re-graded? YES—NO Will excess fill be removed from premises? YES NO Mii'tMR5- A3N1,occ- -tLjFot-1A 14. Names of Owner of premises 600bK-0iL'r - Address 3Y0 .2pjb R5_C0P-jhoc- l Pne No. J-16 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 5,3 RC- b. Is this property within 300 feet of a tidal wetland? * YES NO p055 I DL_y-1�67 IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 0w_6oS0_b' 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day ofAj"_ 20 I ota PublWCHAEL M-ARREER-6 Signature of Applicant Notary Public-State of New York NO. 01MA6162075 Qualified in Nassau C My Commission Expires - - W"W"Imp"llip-0 U W I Scott A. Russell , S� � S'7C'�O>IRII�lMA' ]Elly. vpERVISOR a �ltA NA.G lEMIEI�T s � I� SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 fin, � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - -- - -- - - -- -- ---- -- - -- -- - - - - - -- - - - -- - - DOES THIS PROJFCT INVOLVE ANY OF THE FOL1,0 7I1v G (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to E 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - - on-FIRM-Map of--any watercourse.--- - - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square : feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. if you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.TJA 1000 Date. APPLICANT: (Property Owner, an Professional,Agent,,Contractor,Other) District NAME: v �- Llu� Section Block tot FOR BUILDING Dl~PA1�iTr ENT USE ONLY Contact Information T Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — 35. Approved for processing Budding Permit. — — — I✓ Stormwater Management Control Plan Not Required. GQ /� L ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 19, 2016 RENEWED: September 29, 2016 TO: Bruce &Leona Goodheart 19 Avon Road Farmingdale,NY 11735 Please take notice that your application dated July 12, 2016: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 350 Second Avenue, Peconic,NY County Tax Map No. 1000—Section 67 Block 4 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 6,534 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots,which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet. The prODOsedconstruction has a minimum side setback of±7 feet. Authorize i ature 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. 000 BOARD MEMBERS rjF S0 Southold Town Hall �xslie Kanes Weisman,Chairperson �� y® 53095 Main Road-P.O.Box 1179 �® �O Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �® ® i� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �'ycQN%e�� Southold,NY 11971 http://southoldtown.northfork.net RECEIVE® V D ZONING BOARD OF APPEALS '4 11 WA FEB 2 7 2017 TOWN OF SOUTHOLD FEB 2 2 2017 Tel.(631)765.1809-Fax(631)765-9064 So thold Town Clerk. BUILDING DEPT. TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 16,2017 ZBA FILE: 7019 NAME OF APPLICANT:Bruce and Leona Goodheart PROPERTY LOCATION:X50 Second Avenue,Peconic,NY SCTM No. 1000-67-4-24 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 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 December 15, 2016 stating that this application is considered a matter for local determination'as there appears to be no signifidant-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 FACTSMESCRIPTION: The applicants' property is a non-conforming 6,534 sq.ft. parcel located in the R-40 Zoning District. The property measures 45.00 feet fronting Second Avenue along the northerly property line, 134.02 feet along the westerly property line, 43.45 feet along the southerly property line, and 161.93 feet along the easterly property line all boundaries surrounded by residential properties. The parcel is improved with a one story residence as shown on survey prepared by Nathan Taft Corwin,III,L.S.,dated August 3,2016 BASIS OF APPLICATION: Request for a Variance under Article XXM, Section 280-124 and the Building Inspector's September 29, 2016,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) the proposed additions and alteration is less than the code required side yard minimum setback of 10 feet; located, at: 350 Second Avenue, Peconic,NY SCTM#1000- 67-4-24. RELIEF REQUESTED: The applicant requests a variance to construct a 12 ft.. flinch by 15 ft. linch roof covering an existing attached open deck and the removal of 2 walls, screens and a door to an existing screened porch, with a non-conforming side yard setback of 6.9 feet where the code required minimum setback is 10 feet, as shown on the survey prepared by Nathan Taft Corwin, III, L.S., dated August 3, 2016 and architectural drawings prepared by Mark Schwartz,Architect,received on November 28,2016 ADDITIONAL INFORMATION: Second Street in Peconic is a private road which allows access to many improved non-conforming residential parcels. Email correspondence received from Hugh and Susan Switzer on 1 ` Page 2,February 16,2017 #7019, Goodheart SUM No. 1000-67-4-24 January 21, 2017, residing at Mill Lane in Peconic, expressed their support of the variance and further indicated their belief that the proposed changes will have a positive impact of the subject parcel and the neighborhood. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2017 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 5267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is comprised of many seasonal and year- round residences situated on nonconforming parcels with non-conforming setbacks and the subject dwelling is on a private dirt road that is not traversed by the general public. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. The proposed roof over a portion of an attached deck cannot be feasibly constructed without a variance for a non-conforming side yard setback because the existing single-family dwelling and attached deck,which received a certificate of occupancy in 1973 (#Z5079)already has a non-conforming 7.0 foot setback from the easterly property line 3, Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 30%relief from the code. However,no additional lot coverage is being created and covering a portion of the as built attached deck will not change or expand the footprint of the dwelling or the deck. 4. Town Law 5267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-bQ)(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 5267-b. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new roof over a portion of an existing 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 Weisman (Chairperson), seconded by Member Schneider, and duly carried,to GRANT the variance as applied for, and shown on the Plan submitted by Mark Schwartz Architect, Pages A-1 and A-2 inclusive, undated (received November 28, 2017), and the survey prepared by Nathan T. Corwin, dated August 3,2016. SUBJECT TO THE FOLLOWINGCONDITIONS: 1. The portion of the as built deck that is not proposed to be roofed over must remain open to the sky, 2. The roofed over deck/porch shall remain unconditioned space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. ° Page 3, February 16,2017 #7019,Goodheart SUM No. 1000-67-4-24 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 buildingpermit, 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, setbacksand 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. 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 CIerk,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, Horning and Dantes. (Member Goehringer not present) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing 1a� /2017 l W�J 196Pr` C71 OR-�ov2s --�xe-C,--pTA V T1,AJ,5 ('-E CT //JSP LE 7 83 9 -- Scott A. Russell , .0;° uFFQ/r STORIMAWATEIK SUPERVISOR MANAGEMENT S5 Main Road TOWN HALL-P.O.Box IC 0� Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�� � CHAPTER 236 o STORMWATER MANAGEMENT WORD SHEET (TO BE COMPLETED BY THE APPLICANT) : DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT AMY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material " within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; erosion hazard area. ❑ E. Site preparation within the one--hundred-year floodplain as depicted - - on-FiRM�-Map sof-any-watercourse.--- F. watercourse.-.F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. H 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. S.C.T.M. 1000 Datc APPLICANT: (Property Owner, n Professional,Agentegl ,CyContractor,Other) Ditrki L ' NAME v ® fiction Block Lot 0 u FOR BUILDING DEP_ARTN ENT USE ONLY 444 F Contact Information ? Reviewed By: a / — — — — — — — — — — — — — — — — — — Date: � �I 3�l Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — ��++ Lr� Approved for processing Building Permit. 356 tJ I✓� — — Storm G(Jwater Management Control Plan Not Required. G� /y I c1:1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM x SMCP-TOS MAY 2014 N TOWN OF SOUTHOLD PROPERTY MCORD CARD a OWNER STREET VJLLAGE I DIST. SUB. LOT f 1 � --.�.�KGs..`� �C�G�--• - r' ' rF �ROWJVE Mous N E ACR. ' S W TYPE OF BUILDING 5 - RES.� Q !SEAS. 'VL. FARM COMM. CB, MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS •,� w LO / LO / J-// 9 u 3.3 a s 3 0 7S FeR1 ;-r N019, _ P tS-- 16 �o "Ills + � L C m Lo N Tillable FRONTAGE ON WATER 0 - _ m Woodland FRONTAGE ON ROAD -- W Meadowlond I - DEPTH House Plot BULKHEAD cv Total iiia!■■■■■■��,■■ii■f■�■■■■■�!■e■ ■■■■■■■■I�!�!!E j!�i■■■■�la�iiMEN 1 , ■■■EMMOINNMI rI/■P■■ ■■!■■■■■■■■ r.:,_ .,.. .-- _ _ - . - - ��� ■■■■��■■��■viii ��■fi■i■■i■i■ii■ EWE■■■■■■■■ !■■■� �!■!!moi■■■■■■■ ■■ INIMEMEREMEROEM MENOMONEE ■■■■!■■■EN MOMMEMOMME ■■!!■fiii■l�i■�■lii��i■■■■■;•■ ■■■■■■■■■■■i�!■■MEN ■■i�la■!i■■!i■■■■■■!■■■E■■■�■ Foundationi t WA Tll�El Interior Finish r-r 0 J s I � I . t—I SURVEY OF a I ]LOT 114 MAP No. 2 OF PECONIC SHORES FILE No. 654 FILED SEPTEMBER 15, 1930 e A p�• io���� ��019 SITUATE ° ,, opt ! PECONIC Ln C! voeTOWN OF SOUTHOLD 001 _Joe /` Gc���p No 1�6 t SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-67-04-24 o SCALE 1 "=20' • J 1° AUGUST 3, 2016 d \\ a 2 AREA = 6,070 sq. ft. 0.139 ac. N, � gip• ° W000 \ 69, BUILDING COVERAGE �y, C r�(EPS VI 273, 1�6 DESCRIPTION AREA % LOT COVERAGE x� �Ob 0 c HOUSE WITH PORCH 1,540 sq. ft. 25.4% d m 69, a o SHED 31 sq. ft. 0.5% aDate /ho t copy from ZBA SHED 85 sq. ft. 1.4% ewed qq menta 0 10.3 24.3' EN ORsFNO b o / C/1 Ul * 7� TOTAL EXIST. 1.656 sq. ft. 27.3% / APREPARED IN ACCORDANCE WITH THE MINIMUM 7•S 0 513 w STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ^' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED A �' Cg FOR SUCH USE BY THE NEW YORK STATE LAND b N > 2A ; - - TITLE ASSOCIATION. dA O N G� �A t .. 9 0 Ln CD / FENCE m o.7 N. `, S. Lic. No. 50467 E UNAUTHORIZED ALTERATION OR ADDITION TO THIS ~� � � SURVEY IS A VIOLATION OF PVT BLp0 SECTION 72LA OF THE NEW YORK STATE Nathan Tait Corwin iii o SLATE 1N o PpT10 EDUCATION LAW. A W y SANO PAS P 5E $ COPIES OF THIS SURVEY MAP NOT BEARING O THE LAND SURVEYOR'S INKED SEAL Land Surveyor N O n ro 3.2 �1 EMBOSSED SEAL SHALL NOT BE CONSIDERED = TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY F ��^N 3 NEE lO IS PREPARED, AND ON HIS BEHALF TO THE 1.2W• 0.3 V1 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 43'3( Z��O�e �A1 LENDING INSTITUTION LISTED HEREON, AND $�e 4 J S Y� TO THE ASSIGNEES OF THE LENDING INSTI— , SHED A� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE �63��7Y7—ZO9O FOX �63��7Z7—�7Z7 26.00 3.05• IY 76°5 JOYS w OFFICES LOCATED AT MAILING ADDRESS N/O/SWITZER 17-4 5' I THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 HUGH KENTAND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 i ANY, NOT SHOWN ARE NOT GUARANTEED. { 36-150 REVISIONS I I i I I I I I I I i I c3oo 000 i I I I I I I I I o I I r N i EXISTING EXISTING OUTDOOR I EXISTING HOUSE REMAINS UNCHANGED SHOWER TO REMAIN I HOUSE REMAINS UNCHANGED I 'yti. U AREA 861 5q Ft I AREA 861 9q Ft I ^G z 0 I I � I I i I I I � I I � I O H z EXISTING WALL, SCREENS AND DOOR TO BE 11'-10` REMOVED I � o a. EXISTING D SCREENED-IN PORCH Z I I Z 711-la x 9'-8" � o O � AREA, 114 5q Ft o I I I� I---- -- -- -- -- -- -- W I I I I I t/1 LINE OF ROOF OVERHANG o I I Q � I Z 6 X 6 ACQ POSTS W oe 2X8RR i 2XaRR EXISTING ( 4p 16"O.G. ( dp 16"O.G. 7 I / W >_ FRONT DECK I i x I w Q U 27-4"X 15'-1" u I I Z AWA- 472 5Ft q Q l� Z W w I EXI TING DECK TO REMAINo- Z I i4'-10"X 15'-1" ;n I I I I *;mA. 472 Sq>:t Q Q w DRAWN: MH/MS 1- -- -- -- -- -- -- -- -- -- - SCALE: 1/4"=1'-0" JOB#: 12-8"NEW ROOF OVER EXI511NO DECK DATE: 11/25/2016 SHEET NUMBER: Bldg Dept copy from ZBA o-MV.STING FLooR PLAN ��� �� ����v4`=1'-0' PR OPOSED FLOOR PLAN zBA Frig# �,� Date: �/ :V4"=1'-O" 1 / n r; .r ��" , �X TA15 Asl - CN' �C t�r - i REVISIONS PROPOSED ROOF p OVER EXISTING DECK V00 10� EXIST1NG OUTDOOR SHOWER EE0 N ^ '� Cl�M EXISTING FRONT ELEVATION �IrL�ScrPOSED FRONT ELEVATION ale:vs•=T-O" •=T-o z w z z PROPOSED ROOF OVER EXISTING DECK Li Jill H a ►� w EXISTING O OUTDOOR EXISTING RIGHT SIDE ELEVATION 5HO\VF-=R PRPOSED RIGHT SIDE ELEVATION � a E2 Sam vs*=1'-o• P2 sa�,�ve•=T-O" Z �3 O � Q Q w PROPOSED ROOF EXISTING DECK W >- `� _U Z N 0 M w EXISTING LEFT SIDE ELEVATION PROPOSED LEFT SIDE ELEVATION Q E3 Scale vs•=T-O' P3 Scale:ve•:r-o• C) DRAWN: MH/MS SCALE: 1/4"=I'-O" JOB#: DATE: 11/28/2016 SHEET NUMBER: -2 REVISIONS: 3/27/17 ded+.*.d 5/10/17 -- - - - - - - - - -- - - - - - - - - - - - -- -- -- - - - - - - -- -- - - - - - -- - - - - - - - -- - - - - i I I r - - -- - - - - - - - - - - - -- -- - - - - - - - - - I i I I I I —1 I I I I I I I I I i i l I I I I i t I LINE OF HOUSE BELOW —+ -� I I I I I I I I I I I I I I I I I I I I I I i i I I I I i t I I I I I I I I I _c1d I I I i I I I I Q sal EXIST RR EXIST RR I TO REMAIN TO REMAIN 7 I I ( ~ I I EXISTING EXISTING OUTDOOR I I EXISTING i i C:� HOUSE REMAINS UNCHANGED SHOWER TO REMAIN i I HOUSE REMAINS UNCHANGED I I O AREA: 661 5q Ft I I AREA: 861 5q Ft 03 I I I I I I I L ---- - - - - - - - - - - I I - - - - - - -- ---- - - -- - I _ I — =_ - - - - -= - - I I I � 11'10" — I I I I m w ? I I I I m (UNHEATED) EXISTING FLAT I EXIST RR Ole EXIST RR I � EXISTING CEILING'70 REMAIN I TO REMAIN I TO REMAIN I "l5J PORCHQ z p I m 111-10"X 91-8" o Z m N 0 I I I I ►� m X AREA: 114 5q Ft I ( I ( E •r--( Q� ZI i I 9% p EXISTING I I ( I I I I EXISTING WALL O I I FOOTING SCREENS$ DOOR p Q I I ( I �q TO BE REMOVED 3 EX15T RIM JOIST ' / - - - - - - - - - - - - - -� I N U — — -- — --f,- - - - - - - - - - - - - - - - �' — 3 I I �o[ (3) 2 X 8 ACQ GIRDER / - - - - - - - -- -- -- -J pi O a M —�- - - - - - - - - - - - - - - _I— � � O O CEILING ' _ 7 rr�� I I I d BREAK w I I REMOVE EXISTING V N L NEW p I I DECK TO EXPOSE ENTRY Z m ��' NEAREST DECK JOIST p[ F-l� O CATHED L CEILING IN Z X { p I PROPOS D EXPANDED U I X i O PORCH REA p Z Z I I cl (UNH TED) EXISTING DECK TO REMAIN X I U EXISTING DECK BELOW E� 3 2 X 8 ACQ GIRDER / Z O I l X 8 RR 2 X 8 RR I EXPANDED PORCH 14'-10"X 15'-1" _ " ctl LLF — 4 LED 16 O.C.7� @ 16 O.C. mg 15'-1"X X12'-6" AREA: 223.6 5q Ft F�11 I m� 4X4POST IY pU I @� o I mp AREA 188.5 Sq Ft t- LINE OF EXPANDED I OF TYPICAL AT > � � i = I PORCH ABOVE I 6 LOCATIONS O L O p l9 m ti+ o m `� °C Z A 10"0 SONOTUBE ON F LHI INEW ROOF OVERHANG Q �° 16"O X 12" DEEP BIG IG 5 O I TO MATCH EXISTING m 0 m ' U FOOTING (TYP 6 u� ALI N x ' ~� 1110'. p I 4. I I I 11'-0" mp LOCATIONS) I bn Lo � O D5 FWG 296 5 O o q' I S7ATIONA 3 2 X 8 ACO GIRDER /. = .4 — — / � corn44- FWG FWG 9685D2 5 8 SLDR U +`' •2 STATIO sIARY C14 .o to o r� REMOVE EXISTING DECKING BOARDS 6'-0" 3'-3" EXISTING STEPS IN THIS AREA EXISTING DECK JOIST TO REMAIN TO REMAIN 12-6" EN04 U,) PROPOSED ROOF PLAN PROPOSED FLOOR PLAN PROPOSED FOUNDATION PLAN u 3 Scale:1/4"c 1'-O" 2 Scale:l/4".1'-O" Scale:l/4".1'-O" O H u u DOOR SCHEDULE WINDOW SCHEDULE WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG# SQ. FT.GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY DOOR DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ• FT. U-VAL CLEAR REMARKS QTY TAG GLASS OPENING W1 2'-1115/6"X 2'-43/8" 3'4Y2'X 2'-47/8" AWING ANDERSEN A31 5,20 0.32 130 1.30 2 D1 6-114"X 6'-71/2" 6'-O"X 6'-8" FENCHWOOD GLIDING PATIO ANDERSEN FWG 6068 23.78 14.70 1 DOORS :"' � ~ `+��. D [ CSL �dL . 51-0"X 61-8" FRENCHWOOD GLIDING PATIO ANDERSEN FWG 5068 18.52 1.64 1 D DOORS !`>� �� w e,r.'�°.;.•T �'�. DRAWN: JM/MS 03 X 6'-7Y2' 31-1"X 6'-8" FRENCHWOOD HINGED PATIO ANDERSEN FWH3168 10.96 16.11 1 Y ° . `Q <,�`� 1 ,., SCALE: AS NOTED DOOR MAY 1 2017 I . u .s JOB#: 3 FRENCHWOOD SLIDING PATIO ANDERSEN FWG33685 11.8900 N/A STATIONARY UNITS 4 `• s 'r '' �' �' D4 �U���Y , DEPT. zi SHEET NUMBER: 3'-2"X 6'-7Y2" 3'-2/4"X 6-8" DOOR(STATIONARY UNI?) 2'_$3/4"X 6'-8" FRENCHWODD SLIDING PATIO ANDERSEN FWG 29685 9.2600 N/A STATIONARY UNIT 2 TOWNT Off'SOUTHOLD .;�. D5 2'-8"X 6'-7Y2' DOOR STATIONARY UNI Q `�"'� .. � � � —f� REVISIONS: 3/27mfra-t cxd Side stop 0 7 � PROPOSED EXPANDED 235 # FIBERGLASS ROOF SHINGLES UNHEATED PORCH ADDITION 15# FELT 1/2" COX PLYWOOD SHEATHING NEW ROOF PITCH TO 2 X 10 RIDGE MATCH EXISTING CONTINUOUS RIDGE VENT +10'-2"AFF _ _ _ _ 2 X 8 ROOF RAFTERS @ 16" O.G. PLATE HEIGHT 4± 12 SIMPSON H3 FRAMING ANCHORS @ 16" O.C. � 2 X 4 COLLAR TIES @ 48" O.C. +7-8"AFF _ _ _ _ PLATE HEIGHT 1 X 6 FASCIA BOARD LINE OE��_I_�I VENTED SOFFITS (CONTINUOUS) EXISTING N BR OSI GUTTERS � LEADERS TO GRADE (TYP.) OUTDOOR b z SHOWER � � 1/2" GYPSUM BOARD @CEILING EXISTING ACQ DECKING TO � SIDING TO MATCH '�— 15 # FELT "O EXISTING — EXISTING REMAIN CATHE RAL GEILI 1/2" COX PLYWOOD SHEATHING H DECK TO EXISTING 2 X III T N 2 X 4 STUDS @ 16" O.C. v FWG FWG 5068 REMAIN 8 li c� 2958911 5 SLDR ACQ DECK JOIST I� +0-0"AFF _ _ TO REMAIN_ _ 1/2"" GYPSUM BOARD @ WALLS Y 1st FLOOR DECKING (2) 2 X 4 TOP PLATE CA (3)2 X 8 ACQ GIRDER 2 X 4 SOLE PLATE EXISTING STEPS TO vim;,; '� 10"(d SONOTUBE r v' %� y SIMPSON P66 CC3 PROPOSED FRONT ELEVATION GRADE TO REMAIN � %�xt� „, POST CONNECTOR Scale:1/4".1-O" 16 _ _ tiY �'I -4'-5" 16"P1 X 12"DEEP �;�y` •° �� � w BOTTOM OF CONC FTG BIG FOOTING PROPOSED SECTION `A' Q '4 Scale:1/4" .1'-0" O H O Q � Q 15'-1" PROPOSED EXPANDED PORCH ADDITION TABLE 8507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS UNHEATED MINIMUM END AN EDGE DISTANCE AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING LEDGER 2 INCHES /4 INCH 2 INCHES 1Y8 INCHES BND JOIST %4"INCHES 2 INCHES 2 INCHES 1Y,'INCHES ——_— -- TABLE 8507.2 DECK LEDGER CONNECTION TO BAND JOISTS(DECK LIVE LOAD o 40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) JOIST SPAN CONNECTION DETAILS G'AND LESS 6-1°TO 6 6-1'TO 10' 1 10'-1-TO 12' 1 12'-1"TO 14' 14'-1"TO 16 16-1 7018' ON-CENTER SPACING TO FASTENERS 0 LAG SCREWS WITH 30 23 18 15 13 11 10 ^ MAXIMUM SHEATHING }� •~ y�0BOLT WITH}C�°MAXIMUIMU M 36 36 34 29 24 21 19 EXISTING SHED SHEATHING(6) ^' Y"O BOLT WITH 1"MAXIMUM EXIST EXIST SHEATHING(e) 36 36 29 24 21 18 16 O Q EXIST a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from C) In 3068 contacting the house band joist. O M 6068 ENTRY b. Snow load shall not be assumed to act concurrently with the live load. EXISTING DR DOOR c.The tip of the lag screw shall fully extend beyond the Inside face of the band joist. SL STEPS TO d. Sheathing shall be wood structural panel or solid sawn lumber REMAIN e. Sheathing shall be permitted to be wood structural panel, gypsum board,fiberboard, lumber or foam sheathing. Up to y2inch thickness of stacked washers shall be permitted EXISTING OUTDOOR SHOWER to substitute for up to Y2" of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. PROPOSED RIGHT SIDE ELEVATION - Scale:Scale:114".1'-O" 0 N Q) O L, LAG SCREW OR BOLT ` x 0 i STAGGER LEDGER FASTENERS IN 2 ROWS l9 5.5" MIN FOR 2"X8" Ln U 6.5" MIN FOR 2"X 10" a. # + 7.5" MIN FOR 2"X 12" N c, E v 15'-1" PROPOSED EXPANDED PORCH ADDITION 2" MIN DISTANCE SHALL BE PERMITTED TO BE w REDUCED TO 4.5" IF LAG SCREWS ARE (UNHEATED) USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS To ATTACH 2 X 8 LEDGER TO 2 X 8 BAND JOISTS. PLACEMENT OF LAG SCREWS ,AND BOLTS IN LEDGERS � - - -- Scale: NTS � - - — U cn EXISTING SHESHEATHING D SIDING EXIST � 1\ AW31" � EXIST g/4" DECKING EXIST I ' STATIONARY ry 1 DOOR PANELS C.1 FWG FVVG FWG FWG 3ag� '�36g5 ' S 33635 EXISTING / STEPS TO GRADE REMAIN DECK JOIST FLOOR JOIST APPROVED JOIST HANGERS A FULLY THREADED 3/8 0 LAG EXISTING SCREENS TO BE ...:' 9'-8" EXISTING PORCH LEDGER WITH FASTENERS IN SCREW PREDRILLED W/MIN 3" REMOVED.ADD STUD WALL ACCORDANCE WITH TABLE R507.2 PENETRATION TO CENTER OF TO REMAIN AND AWING WINDOWS IN TOP PLATE, STUDS, OR HEADER PROPOSED LEFT SIDE ELEVATION THEIR PLACE ' ` ` 3 HOLD-DOWN DEVICE MIN 750 LB. CAPACITY NOTE: 1;,si; .� ;z e..:+jr DRAWN: JM/MS AT 4 LOCATIONS. EVENLY DISTRIBUTEDsF, �. THIS DETAIL 15 APPLICABLE WHERE ALONG DECK AND ONE WITHIN 24"OF EACH �- �� ��' ' - = SCALE:AS NOTED . , ,_ FLOOR JOISTS ARE PARALLEL TO JOB#: END OF THE LEDGER. HOLD-DOWN DEVICES DECK JOISTS SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. �'" "-`r``s SHEET NUMBER: PLACEMENT OF LAG SCREWS ,AND BOLTS IN BAND JOISTS B Scale: NTS A-3 REVISIONS: 3/27/17 �*--d side�v vu:fa..s f- — —— — — — — — — — — — — — — — — — — — — — — — —— — — — — -1 r — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — -� { F- - - - - - - - - - - - - - - - - -- - - - - - -- - - - � I I I I I I I I I I i t I I { I I { I I LINE OF HOUSE BELOW I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I � C3 EXIST RR EXIST RR I I I I TO REMAIN TO REMAIN EXISTING I I EXISTING I HOUSE REMAINS UNCHANGED EXISTING OUTDOOR I I SHOWER TO REMAIN I i HOUSE REMAINS UNCHANGED I I Q I I AREA' 861 Sq Ft I I AREA: 861 5q Ft I C? --4 - I I I I I Q O Q I I i t I I Q O I I I I L - - -- - - - - - - - - - - - � { z I I I m x (UNHEATED) EXISTING FLAT 0) w EXIST RR I EXIST RR I EXISTING CEILING TO REMAIN O TO REMAIN I TO REMAIN I PORCH Z p 11'-10"X 9'-8" o Z d) N U I I I I m °o AREA: 114 5q Ft v V_ Z 2 X 8 ACQ LEDGER EXISTING N z I I I I U EXISTING WALL O O BOARD BOLTED TO = SCREENS � DOOR O 5 " I FOOTING O O HOUSE WITH /8 PJ - I I I TO BE REMOVED 3 BOLTS AT 16" O.G. EXIST RIM JOIST = O N O — I :-- STAGGERED r — — — — -� I I Q Q 4r - - - - X 8 ACQ GIRDER I — — — —— — — — — — O � a —I--- - - - - - - - — - - - -- - '--I— CEILING e- (� � { to BREAK w I X 0 I I REMOVE EXISTING V I 03 NEW O p� I I ( I DECK TO EXPOSE o CATHEDRAL CEILING IN ENTRY z x NEAREST DECK JOIST 0 I O PROPOS D EXPANDED ! U I 2 X 6w CQ { 61Q PORCHAREA Z O.0 (UNH TED)) EXISTING DECK TO REMAIN z w — z I v DECK BELOW � — 3 2 X 8 ACQ GIRDER l O { 2 X 8 RR i 2 X 8 RR I EXISTING G 3-O„ co� EXPANDS PORCH 14'-10"X 15'-1' 1 w O / F _ m '� a — — — - --�� ? @ 16 O.G. PROPOSED U 15'-1"X�12'-6 "11AREA: 223.6 Sq Ft 8.. 24" oC it m 4 X 4 POST p STEP PLATFORM m O AREA: 188.5 5q Ft I-- LINE OF F LINE OF EXPANDED ,- Ur F= , TYPICAL AT > Q N a) PROPOSED -� = I PORCH ABOVE c`�i v ;~ 6 LOCATIONS SIDE STEP p CIO m ° Mw � A o p _1 Ct Z d PLATFORM A 10"(IJ SONOTUBE ON Z L I o m NEW ROOF OVERHANG QQ l9 ABOVE I F HEIGH 5 TO MATCH EXISTING z m ! p 16 0 X 12"DEEP BIG �-d i 0") AtrlN l9 oc FOOTING(TYP 6 __JJ { F Z p 6 LOCATIONS) 1010 �pl I Z o O (3) 2 X 8 ACQ GIRDER - - - - - - — — — — T _ _ - - - -- - --_ - - -- V _ D2 50 8 SLDR D2 50 B 15LDR �? x U) ri 2 2 X 8 ACQ GIRDER C4 _ _ _ - Z REMOVE PORTION 2 X 6 ACQ LEDGER BOARD LINE OF PROPOSED OF EXISTING STEPS BOLTED TO HOUSE WITH 5/e"O STEP PLATFORM ABOVE BOLTS AT I6" O.C. (STAGGERED) - - - - - - - - -- - -- - - PROPOSED STEP PLATFORM 4 X 4 ACQ POST ON 60 8" X 36" DEEP PC FTG W/ ANDERSEN P544 POST PROPOSED ROOF PLAN PROPOSED FLOOR PLAN BASE CONNECTOR u 3 Scale:l/4".1'-O" 2 Scale:1/4".1'-O" REMOVE EXISTING DECKING BOARDS p IN THIS AREA EXISTING DECK JOIST TO REMAIN PROPOSED FOUNDATION PLAN U � DOOR SCHEDULE WINDOW SCHEDULE WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ. FT. GLA59 U-VAL VENTILATION CLEAR OPENING REMARKS QTY DOOR DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SO. F7. U-VAL CLEAR REMARKS QTY TAG GLASS OPENING Wt 2'-1115/6"X 2'-43/8" 3'-O%2'X 2'-4�/a- AWING ANDERSEN A31 5.20 0.32 1.30 1.30 2 D1 5'-114"X 6 7/12" 6'-O"X 6'-8" FENCHWOOD GLIDING PATIO ANDERSEN FWG 6068 23.78 14.70 2 L-� J DOORS 6 6 �,': 4 � D2 4'-1U4"X 6'-V2' 5'-0"X 6'-8" FRENCHWOOD GLIDING PATIO ANDERSEN FWG 5068 18.52 1.64 2 IN S DOORS . 6Y f� 1 �' �� DRAWN: JM/MS D3 3'-0%8°X 6'_x/2` 3'-1"X 6'-8" FRENCHWOOD HINGED PATIO ANDERSEN FWH3168 10.96 16.11 1 `� M K "`'' F4 `� ' <" ' DOOR t ��' �y `:L. ,.N " SCALE: AS NOTED �. JOB#: D4 3'-2"X 6'-t/2' 3'-23/4'X 6'-8" FRENCHWOOD SLIDING PATIO ANDERSEN FW033685 11.8900 N/A STATIONARY UNITS 2 DOORSTATIONARY UNI V R 31 2017 DOOR(STATIONARY 'C �.i SHEET NUMBER. P r ,T,­L-NlG 1 ETT- o REVISIONS: 3/27/17 +-,*.,d ski-,step pLtli— PROPOSED EXPANDED UNHEATED PORCH ADDITION 235 # FIBERGLASS ROOF SHINGLES 15# FELT 1/2" CDX PLYWOOD SHEATHING NEW ROOF PITCH TO 2 X 10 RIDGE MATCH EXISTING CONTINUOUS RIDGE VENT +10'-2"AFF — — — 2 X 8 ROOF RAFTERS @ 16" O.C. PLATE HEIGHT 4.� SIMPSON H3 FRAMING ANCHORS @ 16" O.C. 2 X 4 COLLAR TIES @ 48" O.G. J, +7-8"AFF _ _ _ _ PLATE HEIGHT - uNErO,E� �L 1 X 6 FASCIA BOARD BREI B)r1LO�i� VENTED SOFFITS (CONTINUOUS) OUTDOOR p ' 1/2" GYPSUM BOARD @CEILING EXISTING GUTTERS $ LEADERS TO GRADE (TYP.) SHOWER EXISTING ACQ19 SIDING TO MATCH DECKING TO r` 15 # FELT O O EXISTING REMAIN CATHS RAL CEILI G EXISTING 1/2" CDX PLYWOOD SHEATHING PROPOSED DECK TO I T 5068 5068 REMAIN EXISTING 2 X 8 I N 2 X 4 STUDS @ 16" O.C. PLATFORM SLDR SLDR ACQ DECK JOIST +0-0"AFF _ _ TO REMAIN 1/2"" GYPSUM BOARD @ WALLS ., 1st FLOOR DECKING (2) 2 X 4 TOP PLATE W rn (3)2 X 8 ACO GIRDER 171 2 X 4 SOLE PLATE PROPOSED FRONT ELEVATION PORTION OF EXISTING 10" SONOTUBE�\ y\ y\ \ i �,.. oi,i;, �;, SIMPSON POO •C� STEPS TO GRADE TO , yti 10"0 Scale:1/4".1'-O" REMAIN POST CONNECTOR _O: ) \ � � 4' -5" 16"0 X 12"DEEP - '� Y BOTTOM OF CONC FTG BIG FOOTING PROPOSED SECTION A � scale:1/4".1' H O Q � Q 15'-1" PROPOSED EXPANDED PORCH ADDITION UNHEATED TABLE R307.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AN EDGE DISTANCE AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING LEDGER 2 INCHES 3/4 INCH 2 INCHES 1%INCHES BND JOIST /4"INCHES 2 INCHES 2 INCHES 1YV INCHES TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOISTS(DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) JOIST SPAN ��.� CONNECTION DETAILS 0 AND LESS 6'-1"TO 8' 8'-1"TO 10' I 10'-1"TO 12' 1 12'-1"TO 14' 14'-1"TO 16' 16-1"TO 18' ON-CENTER SPACING TO FASTENERS Y"0 LAG SCREWS WITH j2" 30 23 18 15 13 11 10 V MAXIMUM SHEATHING(c,d) r�....1� ® Z:2"0 BOLT WITH Z"MAXIMUM 7 EXISTING SHED SHEATHING(d) 36 36 34 29 24 21 1.9 ?--1 O Y2"0 BOLT WITH 1"MAXIMUM ` V EXIST EXIST EXIST SHEATHING(e) 36 36 29 24 21 18 16 O a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from 3068 contacting the house band joist. n M 6068 ENTRY b. Snow load shall not be assumed to act concurrently with the live load. PROPOSED c. The ti of the la screw shall full extend beyond the Inside face of the band joist. c�.-�p SLDR DOOR P 9 Y Y PLATFORM d. Sheathing shall be wood structural panel or solid sawn lumber e.Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to Y2inch thickness of stacked washers shall be permitted EXISTING OUTDOOR SHOWER to substitute for up to Y2"of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. PROPOSED RIGHT SIDE ELEVATION 0 v 0 V W P M O LAG SCREW OR BOLT Q >< o Cz STAGGER �' 4, — x LEDGER FASTENERS IN v s~ Z 2 ROWS :A i9 5.5" MIN FOR 2 "X8" I) 6.5" MIN FOR 2"X 10" Lon, U m + + 7.5" MIN FOR 2"X 12" N v 15-1" PROPOSED EXPANDED PORCH ADDITION 2" MIN$ DISTANCE SHALL BE PERMITTED TO BE w (UNHEATED) REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGER TO 2 X 8 BAND JOISTS. -_-- - - = - nPLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Scale: NTS � r , U A A EXISTING SHED / Y2'SHEATHING . )r N ,{�W31\ I/AW31II I� SIDING EXIST � � � EXIST EXIST I 5/4" DECKING i� STATIONARY DOOR PANELS �U 6068 FWG FW SLDR 385 PROPOSEDLLLL fSTEPS TO FLOOR ✓ / GRADE DECK JOIST JOIST ,� N Its Srr APPROVED JOIST HANGERSV •tee*' Y� C% I f 4"B A FULLY THREADED 3/8"(TJ LAG N EXISTING SCREENS T�BE PR 9'-8" EXISTING PORCH PROPOSEDSTEP PLATFORM LEDGER WITH FASTENERS IN SCREW PREDRILLED W/MIN 3" REMOVED.ADD STUD WALL ACCORDANCE WITH TABLE 8507.2 PENETRATION TO CENTER OF PROPOSED LEFT SIDE ELEVATION TO REMAIN AND AWING WINDOWS IN TOP PLATE, STUDS, OR HEADER 3 THEIR PLACE �N6 �� HOLD-DOWN DEVICE MIN 750 LB. CAPACITYTO5 DETAIL Is APPLICABLE WHERE AT 4 LOCATIONS. EVENLY DISTRIBUTEDDRAWN: JM MS ALONG DECK AND ONE WITHIN 24"OF EACH SCALE: AS NOTED FLOOR JOISTS ARE PARALLEL TO END OF THE LEDGER. HOLD-DOWN DEVICES JOB#: DECK JOISTS SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. SHEET NUMBER: nPLACEMENT OF LAG 5CREW5 AND BOLTS IN BAND JOISTS Scale: NTS A-3 REVISIONS: SITE DATA / fir. ` '' � � � Y� ZONING INFORMATION 9100-244 NONCONFORMING X075 q4 oz ZONING NON-CONFORMING LESS 6060.79 /,app 1 Z ✓ ' �_4 THAN 20,000 Sq Ft / T'`�-;V+;3 i� �, �, `� ,- _, �;�,-• TOTAL LOT AREA 6,060.79 1rt FRONT YARD SETBACK 35'-0" FOUNDATION t�UNr)A ., �51.J ri�C�u��r� 1 FORI f� �, hETr SIDE YARD SETBACK 10'-0" FOR Pou'REJ C,`,,'. SIDEYARD TOTAL 25'-0" 2. FOuG`I - FRr,^�1i Jv & N, 3. INSULATION �� - J � / 4. FINAL - I Ot; TRUCTION MiLIS I• REAR YARD SETBACK 35'-0" RE COPi PLETE FOR C.0. 0 1 cT�'��� , �r�! 'HF,i.,L ""::.E T THE SITE DATA ALL CONS i i UCTLIN S EXISTING HOUSE 905.32�� r Im REQUiREN;E�iTS OF THEr uGDES OF E" NG COVERED PORCH 122.00 YORK STATE. NOT RESFOgtSIB�E FOEXISTING G O / 1 DESIGN OR CONSTRUCTION ERRORS. �j EXISTING DECK 472.00 (� 1 � EXISTING SHED 30.00 0 1 EXISTING SHOWER 16.00o ajrL3/ EXISTING -Q r^" X °� \ ° G �S BELGIAN 1 PORTION OF DECK TO BE 189.00 BLOCK CURB DEMOLISHED p T 1 oI P PROPOSED ADDITION 189.00 Z O� r ,/ ' Sa o o ° fl o" ✓;-.• - ,' .;`" :".:; �; � o o HOUSE FOOTPRINT 1,545.32 ctV O o LOT COVERAGE 1,545.32/6060.79= O EXISTING p� E--i Uj =� / % ' ul\�\ - to ° Q o Q o °6 / GRAVEL 25.5tic 1 ^ o °o° o DRIVEWAY \ TO REMAIN \ IYA 40N> o \ r 9, r RELOCATE OOD STEPS EXPANDED r-+ /% °o O o° oO UNHEATED Q-I t_R _dr ia .: �`:� \ \•\ /1I \\ O a °� °O \° p /� PORCH O O 4)ADDITION EXISiING H DE K / t / 1 �/ EXISTING 1 a , 1 PORCH 1 (UNHEATED ro i � U 1 � EXISTING Q� 1-STORY �..� q FRAME tj 1Z RESIDENCE 1 EXISTING 15.0 O M GOODHEAIRT RESIDENCE OUTDOOR 51DEYAG, SHOWER 1 5E'fP' 1 1 1 1 1 1 GENERAL CONSTRUCTION NOTES: CODE REFERENCES: 1.All work shall conforrn t;the requirements of the New York °J CODE ANALYSIS ENERGY NOTES ASPHALT ROOF SHINGLE NOTES State Building Code; allwork shall also conform to the FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles 8401.4, 8401.4.1, 1 1 m °� requirements of any otter Codes and authorities having 8402.2, 8404.1 AND 8408.1 THRU 408.3 x ,1j v OCCUPANCY: Residential Single Family Detached 1. Calculations are valid up to 5999 degree days. 1. Asphalt roof shingles shall have self-sealing strips or shall be q g c.°o � c`� o " jurisdiction, The Contractor shall obtain and arrange for all interlocking and shall comply with the requirements of ASTM D-225 ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPA/WFCM Table 3.2A. n w p -+ REFERENCE STANDARDS: 2. Certified conformance for Zone 115. required permits, nspecon, certificates and tes+s. px oCZ or D-3462 'p 1 �-+ � � U Residential Code of New York State PROTECTION AGAINST DECAY: Refer to Section 8319 Z Q '� w � I Wood Frame Construction Manual AF PA(2001) 2.All foundations shall rest on undisturbed soil of 1 T.S.F. bearing 00 3. Wood framed floors,walls and ceilings shall have an approved 2.All fasteners for asphalt roof shingles shall be galvanized steel, 1 � jd 1 0 � capacity; contractor shell have the level of acceptable bearing Z Climate Zone:11B vapor barrier(permeance rating of 1.0 perm) installed on the stainless, aluminum,or copper roofing nails. Fasteners shall be PROTECTION AGAINST TERMITES: Refer to Section R320 Degree Days:5750 strata verified in the fed. 1 10 " 9 Y "warm in winter"side of thermal insulation, minimum 12 gage shanked with a minimum 3/8"dia. head, and of sufficient -C length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM:Shall comply with Chaper 5 and AFPA/WFCM 2001 Section 3.3. )P-- j DESIGN LOADS: 3.All concrete work shollconform to requirements and O 1cn -� .., 4.Windows and sliding doors shall have a max. air infiltration 70 0 Roof: 20 psf ground snow load ratingof 0.3 CFM per square foot of Widow area. Swinging recommendations of ACI-318-99 "Specifications for Structural p q 9 9 3.Asphalt roof shingles shall have the mimimum number of fasteners as WALL BRACING SYSTEM: Shall comply with Sections 8602.8, 602.10, 8602.10.10, .n Basic Wind Speed: 130 mph doors shall have a max. air infiltration rate of 0.5 CFM er Concrete for Buildingis";fc'-='000 psi);All exposed Z M `� cu P required by the manufacturer. R613.2,AND R(513.3 0 o W Uplift-18.1# slabs,garage slabs, ane steps shall be 3500 psi air-entrained. P square foot of door area. V_ Dead Loads:10 psf Reinforcing steel shanl conform to ASTM A-615 Grade 60. 1 O 4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE:Shall comply with Section 8613.5 1 Table R301.4 5. Skylight shafts shall have a minimum insulation value of R-19. roof with no less than four(4)fasteners per strip shingle or two(2) 0 Loads 4.All framing members shall be Hem-Fir#1 (Fb =975psi); Minimum Uniformly Distributed Live 613.6 6. Garages -front, sides, doors, interior sl�ll have max. U=.40 fasteners per individual shingle. provide(2) 2x8 headlerover all wall openings, unless WINDOW MULLIONS: Shall comply with Section 8 (in Pounds per Square Foot) P P g ( ) p otherwise noted. EXTERIOR WALL COVERING: -Shall comply with W 5.Asphalt strip shingles shall have a minimum of six 6 fasteners per p y th Section 8702.1 8703.1 8703.4 Refer to Use Live Loads 7.All fireplaces hall be provided with a dompr for outside shingle where the eove is 20 feet or higher above grade or where the Table R703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to combustion air 150-200 CFM. All fluessholl have tight seated 5. Micro-lam girders(ML shall be laminated veneer lumber with Table R703.5.2 for Wood Shakes or Shingles. O _ Exterior Balconies 60 g base wind speed is 120 mph or greater. 9 �? damper with a max. air leakage of 20 CP'I. All fireplaces E4,000,000 PSI. =2,800 PSI, as manufactured by U TRUS-JOIST McMILLAN. 5 83° 43' 30„W Decks 40 shall have tight-fitting non-combustible da�rs. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 O Passenger Vehicle Garages 50 6. Double frame around al openings, under parallel walls and ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and AFPA/WFCM 2001 Refer 8.The Contractor shall submit the design, Sze and type of The Pians Examiner shall review the enclosed document for minimum pY PLOT FLAN Attic without storage 10 under bathtubs. Provide Simpson hanger connections at all 3 � 9 mechanical systems which will be used, in sufficient detail, as acceptable plan submittal requirements as specified in the to Rafter Span Tables 8802.5.1(1) and(2). Scale:1".10'-O" 46 Attic with storage 20 required by the Building Department. Building and/or Residential Code of the State of New York. This review does flush structural load bearing conditions. not guarantee compliance with that code. That responsibility is guaranteed ROOF ASSEMBLIES: Shall comply with Section 8902, P903 and 8904. N Rooms other than sleeping rooms 40g.All thermostas shall be adjustibfe from 55 degrees to under the seal and signature of the State of New York licensed design 7.All concrete block shall conform to ASTM C9P0; Mortar shall be professional of record. That seal and signature has been interpreted as an a"M" attestation that to the best of the licensee's belief and information, the work Sleeping Rooms 30 85 degrees Forenheit. type ROOF SLOPE:Shall comply with Section R905.2.2 Stairs 40 in the document is: 8.All steel work shall conform to the requirements of the RISC 10.All ducts and pipes shall be insulated as^equired by code. 'accurate ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners per strip Guards and handrails 200 "Specifications for Design, Fabrication and Erection of shingle or 2 fasteners per individual shingle 8905.2.6 U conforms with governing codes appliocable at the time of 9 ( ) P 9 ( ) cn 11. HVAC Contractor shall verify heat loss calculations. Structural Steel for Buildings".Steel shall conform to DEFLECTION LIMITS: fi submission ASTM GRADE 36.. LIST OF DRAWINGS I~ Rafters with no finished ceiling attached: L:/'180 'confirms with reasonable standards of practice and with the INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke-density g All cellar and/or basement doors shall be insulated.12. view to e se uareeat , property,i , Floors: L./360 r•ty, an public 9.All electrical work shall conform to local NEC and Underwriters requirements of Section 8315. T1 GENERAL NOTES, CODE REFERENCES, PLOT PLAN we are Al EXISTING PLAN AND ELEVATIONS 13. The Architect certifies that to the best of his knowledge, ' is'st a responsibility of the licensee. Laboratory requirements. INSULATION AND VAPOR BARRIERS:Shall be fire rated per Section 8316. A2 PROPOSED FOUNDATION AND 1st FLOOR PLANS, DOOR WINDOW SCHEDULES wr ' Belief, and professional judgement that the plans are in compliance with the Energy Conservation Construction Code 10. Pre-fabricated fireplaces A3 PROPOSED ELEVATIONS AND SECTION laces and flues shall be UL approved. GYPSUM BOARD: Shall conform to Section R702.3. A4 NAILING SCHEDULE AND CONNECTOR DETAILS ` of New York State. (July 3, 2002) 11. Install smoke detectors and carbon monoxide detectors in .. ,. MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section accordance with all state and local code requirements. 8307 , \ I!�S>v 12.The Contractor shall verify all existing conditions before STAIR LANDING: Shall comply with section 8311.5.4 . ��' -5r C���Y CLIMATIC & GEOGRAPHIC DESIGN CRITERIA starting construction and shall notify the Architect of any ,t ,' �j DRAWN: JM MS "$ `' SCALE:AS NOTED :,r',a N - t ambiguities or discrepancies before proceeding with ' STAIRWAY: Shall comply with Section R311.5 s>C' '.� : , +� ICE SHEILD the work. If an questions arise before or during construction ' �$ JOB#: GROUND WIND SEISMIC WINTER AIR y q 9 HANDRAILS: Shall comply with Section 8311.5.6 ► SUBJECT TO DAMAGE BY UNDERLAY- FLOOD as to the intent or details of the drawings,the contractor 4� , r•, ;,,y SNOW SPEED IN DESIGN DESIGN FREEZING FROST LINE MENT HAZARDS shall call the architect, Mark Schwartz, at(631)734-4185 for . ` �� SHEET NUMBER: LOAD MPH CATEGORY REQUIRED WEATHERING DEPTH TERMITE DECAY TEMP. INDEX clarification and/or instructions. If the contractor fails to follow the above procedure,he shall assume all responsibility MOD. TO SLIGHT TO 11' YES AE 500 for the consequences of his actions and/or decisions. �'"'"" - ^^'.•. _ 20 PSF 130 "C" SEVERE 3'-O" HEAVY MODERATE 13.The owner shall arrange for supervision of the construction work to ensure compliance with the contract documents. REVISIONS: f EXISTING OUTDOOR SHOWER EXISTING DECK 2EXISTING FRONT ELEVATION Scale:1/4"=1'-0" o � � o ct w � �-+ w ct 03 DOD ~ a QEXISTING EXISTING OUTDOOR w HOUSE REMAINS UNCHANGED SHOWER TO REMAIN -- - -- - - - - - - - - ARF_A: 861 Sq Ft EXISTING DECK ATTACHED STORAGE SHED Hill IU � N EXISTING OUTDOOR (UNHEATED) SHOWER EXISTING O M SCREENED-1N PORCH bl AREA 114 Sq Ft EXISTING RIGHT SIDE ELEVATION 3 Scale:1/4"=1'-0" 0 r~ a� mX Lo N ;~ c>7° � en o w � .x 0 ,� t EXISTING " FRONT DECK 27-4"X 15-1" Lo U AREA: 472 Sq Ft W H U O - - - - - - EXISTING FLOOR PLAN Scale:114"=1'-0° } ATTACHED STORAGE SHED EXISTING DECK c;m""' �: z I , ey-; 0 v -A , �' .4i 1•r DRAWN: JM/MS it SCALE: AS NOTED JOB#: ate" EXISTING LEFT SIDE ELEVATION SHEET NUMBER: `" Scale:1/4"=1'-0" ���" REVISIONS: - - - - - - -- - - - - - - - - - - - - - -- -- - - - - - - - � I I - -1 I I I i t 1 1 I i I I I I I i I I I I I I I I LINE OF HOUSE BELOW —►) I I I I I I I I I I oe I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXIST RR oe EXIST RR TO REMAIN TO REMAIN ( ( I I 5 I I I I I I W r–•{ � I ( II EXISTINGEXISTING OUTDOOR I I EXISTING HOUSE REMAINS UNCHANGED SHOWER TO REMAIN I HOUSE REMAINS UNCHANGED O AREA: 861 Sq Ft I ' AREA: 661 Sq Ft I 03 I I i t 11 L - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - I — =-- - - - - —= - - I I � I i cil X (UNHEATED) EXISTINIG FLAT I I ( I V I I I 3 EXISTING CEILING TO REMAINoif O Q I p EXIST RR oe EXIST RR Q N O W t? I I TO REMAIN i TO REMAIN PORCH Q F o I I I 11'-10"x 9'-8" o I I I AREA: 114 Sq Ft F U I I I Ix w Z I EXISTING T—ING — — ►z II .EXISTING WALL SCREENS$ DOOR FOO � = � EXIST RIM JOIST w TO BE REMOVED - - - - - - -- - -- - - I ct - UOU - - -- - - - - - - - - - - I � (3) 2 X 8 AGQ GIRDER / - - _- - -- . - - - - - - - J I a —�- - - - --- - - - - - -- - -1- CEILING = o BREAK ( w I I REMOVE EXISTING u w m I D3 NEW 0 1 1 DECK TO EXPOSE Z �o I NEAREST DECK JOIST I ENTRY x C� I ,'U CATHED L CEILING IN st 1 PROPOS D EXPANDED w X i O PORCHAREA D Z Z I N p F � I v 1 i (UNHEATED) EXISTING DECK TO REMAIN Z X w z EXISTING DECK BELOW cA EXPANDED PORCH 14'-10"X 15'-1" 3 2 X 8 ACQ GIRDER � Z 0 2X8RR 2X8RR I � woc oe l9 A: iR N I @ 16"O.G. @ 16" O.G. 15'-1"X 2'-6" ARE223.6 5q Ft I m r 4 X 4 POST � � ~ O U cn AREA: 166.5.Sq Ft w I- LINE OF EXPANDED I 0 TYPICAL AT > Q N -� = I PORCH ABOVE N s~ 6 LOCATIONSp Coll) �►+ o oc wi--- � tUU I f � ; I NEW ROOF OVERHANG A v —1 ? A 10"0SONOTUBE ON tZ— L H I IG J = I TO MATCH EXISTING m C) I 160 X 12" DEEP BIG N ITAI�I N x o L9 C) FOOTING (TYP 6 p LOCATIONS) L I OC04 g) 1 ( p (3) 2 X 8 ACQ GIRDER - - - - - - - T — — — — D2 508 SLDR D2 50 h� 8 LDR Z / / Z ►n U 1 � v� U) N o W 3'-3" REMOVE EXISTING 8" 12"+ STEPS 12-6" REMOVE EXISTING DECKING BOARDS IN THIS AREA EXISTING DECK JOIST W TO REMAIN PROPOSED ROOF PLAN PROPOSED FLOOR PLAN u 3 Scale:1/4"-,'-O" 2 Scale:1/4"_,'-o" PROPOSED FOUNDATION PLAN U) Scale:1/4 .1-O � N DOOR SCHEDULE WINDOW SCHEDULE DOOR DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ' FT. U-VAL CLEAR REMARKS QTY WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ. FT.GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY TAG GLASS OPENING W1 2-1115/6'X 2'-43/8" 3-OY2"X 2'-47/6" AWING ANDERSEN A31 5.20 0.32 1.30 1.30 2 D1 6-11U4"X 6'-7Y2' 6'-0"X 6'-8" FENCHWOOD GLIDING PATIO ANDERSEN FWG 6068 23.78 14.70 1 1 " DOORS FWG 5068 18.52 1.64 2 , ,�� � sc PC 02 4-11/4 X 6'-7/2' 5'-0"X 6'-8" FRENCHWOOD GLIDING PATIO ANDERSEN rq L� �✓ ;a DOORS /' N�N SC �'� . Ao DRAWN: JM/MS 1 3'-1 X 6'-8" FRENCHWOOD HINGED PATIO ANDERSEN FWH3168 10.96 16.11 1 2 ..- {.. .• t } D3 3'-0/8"X 6' "-7Y2' DOOR SCALE: AS NOTED e g �tltl� ./ Y } ,' +., JOB#: D4 3-2"X 6-71/2' 3-23/4"X 6-8" FRENCHWOOD SLIDING PATIO ANDERSEN FWG33685 11.8900 N/A STATIONARY UNITS 4 � DOOR(STATIONARY UNIT) SHEET NUMBER: OF� a REVISIONS: PROPOSED EXPANDED UNHEATED PORCH ADDITION 235 # FIBERGLASS ROOF SHINGLES 15# FELT 1/2" CDX PLYWOOD SHEATHING NEW ROOF PITCH TO 2 X 10 RIDGE MATCH EXISTING CONTINUOUS RIDGE VENT +10'-2"AFF 2 X 8 ROOF RAFTERS @ 16" O.C. Y PLATE HEIGHT 2 SIMPSON H3 FRAMING ANCHORS @ 16" O.C. 2 X 4 COLLAR TIES @ 48" O.G. +7+7-8"AFF PLATE LATE HEIGHT LINE O'-��-,�E�LI 1 X 6 FASCIA BOARD BRI VENTED SOFFITS (CONTINUOUS) EXISTING iv GUTTERS $ LEADERS TO GRADE (TYP.) OUTDOOR O 1/2" GYPSUM BOARD @ CEILING SHOWER NEW ACQ SIDING TO MATCH O EXISTING DECKING TO BE 15 # FELT ►�'� O EXISTING INSTALLED CATHEDRAL CEILING-1--A1/2" CDX PLYWOOD SHEATHING E� '-' 5068 5068 REMAINDECK EXISTING 2 X 8 I T N 2 X 4 STUDS @ 16" O.G. "U SLDR SIL LDR ACQ DECK JOIST 06 +0-0"AFF _ — TO REMAIN_ — 1/2'°' GYPSUM BOARD @ WALLS ., moist—FLOOR DECKING (3)2 X 8 ACQ GIRDER ri 2 X 4 SOLE PLATE NEW STEPS TO GRADE PROPOSED FRONT ELEVATION 10">'IJ SONOTUBE ;, , %; SIMPSON P66 - %yo:s ''' 'y \`'%°''"� POST CONNECTOR Scale:1/4".1'-0" >,lY1' -4'-5" 16"0 X 12" DEEP BOTTOM OF CONC FTG BIG FOOTING1-4" PROPOSED SECTION `,A' O Scale:1/4"=1'-0" H O Q 15'-1" PROPOSED EXPANDED PORCH ADDITION TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS UNHEATED MINIMUM END AN EDGE DISTANCE AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING LEDGER 2 INCHES /4 INCH 2 INCHES 1%INCHES BND JOIST %4'INCHES 2 INCHES 2 INCHES 1Ve'INCHES TABLE R307.2 DECK LEDGER CONNECTION TO BAND JOISTS(DECK LIVE LOAD=40 PSF,DECK DEAD LOAD c 10 PSF,SNOW LOAD<40 PSF) ?�I JOIST SPAN — CONNECTION DETAILS 6'AND LESS 6'-1"TO 8' 8'-1"TO 10' 1d-1"TO 12' 1 12-1"TO 14' 14'-1°TO 16' 16'-1"TO 18' ON-CENTER SPACING TO FASTENERS }4"0 LAG SCREWS WITH y" 30 23 18 15 13 11 10 ^ MAXIMUM SHEATHING(c,d) /,"0 BOLT WITH y"MAXIMUM 36 36 34 29 24 21 19 �••1 EXISTING SHED SHEATHING(d) X"0 BOLT WITH 1"MAXIMUM 0 36 36 29 24 21 18 16 EXIST EXIST EXIST SHEATHING(e) a. Ledgers shall be flashed in accordance with Section 8703.4 to prevent water from Q j ► `� 3068 contacting the house band joist. OGOSS C� b. Snow load shall not be assumed to act concurrently with the live load. SLDR DDDR ENTRY T h� c.The tip of the lag screw shall fully extend beyond the inside face of the band joist.NI Li 11U � LLI `J LDR d. Sheathing shall be wood structural panel or solid sawn lumber e. Sheathing shall be permitted to be wood structural panel,gypsum board, fiberboard, lumber or foam sheathing. Up to Y2inch thickness of stacked washers shall be permitted EXISTING OUTDOOR SHOWER to substitute for up to Y2'of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. PROPOSED RIGHT SIDE ELEVATION 0 N ri O 0 ,0 V LAG SCREW OR BOLT O `� .� 0 STAGGER �' w LEDGER FASTENERS IN � y 00 2 ROWS r l9 5.5" MIN FOR 2"X 8" V ; 6.5" MIN FOR 2"X 10" :n + + 7.5" MIN FOR 2"X 12" NCZ 15'-1" PROPOSED EXPANDED PORCH ADDITION 2" MIN DISTANCE SHALL BE PERMITTED TO BE 0 W (UNHEATED) REDUCED TO 4.5" IF USED OR BO T SPACINGCREWS E S REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGER TO 2 X 8 BAND JOISTS. n PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS � Scale: NTS � — — U) EXISTING SHED Y2"SHEATHING H a II ) I� 11 I H EXIST II J� 1 W3AW31� I SIDING EXIST EXIST II i 5/4" DECKING � I I I I I STATIONARY iy DOOR PANELS r FWG FWG FWG FWG NM a3easj PROPOSED iv STEPS TO GRADEDECK JOIST FLOOR JOIST APPROVED JOIST HANGERS EXISTING SCREENS TO BE A FULLY THREADED 3/,3"0 LAG 9'-8" EXISTING PORCH LEDGER WITH FASTENERS IN SCREW PREDRILLED W/MIN 3" t� $ REMOVED.ADD STUD WALL C TO REMAIN AND AWING WINDOWS IN PROPOSED LEFT SIDE ELEVATION- ACCORDANCE WITH TABLE 8507.2 PENETRATION TO CENTER OF �` � THEIR PLACE TOP PLATE, STUDS, OR HEADER HOLD-DOWN DEVICE MIN 750 LB. CAPACITY NOTE: AT 4 LOCATIONS. EVENLY DISTRIBUTED ' + � DRAWN: MS THIS DETAIL IS APPLICABLE WHERE ALONG DECK AND ONE WITHIN 24" OF EACH '' 4 -� SCALE:AS NOTED FLOOR JOISTS ARE PARALLEL TO END OF THE LEDGER. HOLD-DOWN DEVICESA JOB#: DECK JOISTS SHALL FULLY ENGAGE DECK JOIST PER �'"� �,AX239 - ; � HOLD-DOWN MANUFACTURER. , r 5-44 SHEET NUMBER: 8PLACEMENT OF LAG SCREWS ,AND BOLTS IN BAND JOISTS Scale: NTS A-3 NAILING SCHEDULE EXPOSURE "B" NAILING NOTES REVISIONS: NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 3 -ad 3 -106 PER RAFTER 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - ad 3 - 10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 1rod PER FOOT. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. gX-4"WIDER THAN 4:12 17 - 16d 17- 40d /F FTEQVER FRAMING RAFTERS 5:12 14-16d 14- 40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 7.12 10 - 16d 10 - 40d 3/e"0LAS BOLT @ 9:12 AND GREATER 8 -16d 8 -40d EACH ROOF RAFTER 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT M N RALE INC RAFTER SLOPE: 3:12 22 - 16d 22 - 40d REQUIREMENTS SHALL BE USED. RA 4:12 17- 16d 17-40d / 5:12 14 -16d 14 - 40d EACH LAP 6, FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT / MAIN ROOF 7:12 10 - 16d 10 - 40d 9:12 AND GREATER 8 -16d 8 - 40d REQUIREMENTS SHALL BE USED. �� / ROOF RAFTERS COLLAR TIE TO RAFTER(FACE-NAILED) RAFTER SLOPE: 3:12 7-10d 7-12d FALSE VALLEY 4:12 6 -10d 6 - 12d CONTINUOUS RIDGE VENT �..{ N PER TIE CONTINUOUS RIDGE VENT CONNECTION DETAIL TRIPLE STUD 5:12 4 -lOd 4 -12d ,0• �= SIMPSON CS2(O @ 16"O.C. RIDGE TENSION STRAP � $.., 6:12 AND GREATER 4 -10d 4 -12d p'" SIMPASON C520 STRAP @ 16"O.G. (8)8d NAILS EA SIDE �O, SIMPSON CS20 @ 16" O.C. WRAPPED AROUND DOUBLE 2 X 6 (2)16d COMMON O (6)8d NAILS EACH SIDE NAILS @ 6"O.C. FOR BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 -10d EACH END RIDGE BEAM(SEE PLAN FOR SIZE) SILL PLATE FULL HEIGHT OF STUD Q� RDOF RAFTERS(SEE RAFTER(SEE PLAN PLAN FOR SIZE) FOR SIZE) (8)8d NAILS (2)%"p THRU-BOLTS (2)2 X 10 ROOF RAFTERS �' O RIM BOARD TO RAFTER(END-NAILED) 2 -16d 3 - 16d EACH END h-1 WALL FRAMING SIMPSON L-8D FOR SKYLIGHTS RT U EACH SIDE OF RIDGE BEAM (SEE SIMPSON LUS210-2 HANGER ^ �•.�. °• 5 SIMPSON °HD5A" � ��+ 1 1 EACH RAFTER PLAN FOR SIZE) y ,,r — /a"0ANCHOR BOLT TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 - 16d PER FOOT (4)10d NAILS (2) @ 3'-O"O.C. (MIN 7 (2) 2 X 10 SUPPORT RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE " EMBEDMENT) FOR SKYLIGHTS TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5 -16d JOINTS -EACH SIDE CATHEDRAL CEILING STRAP DETAIL 0 THRU-BOLT SIMPSON LUS210-2 O U IN ACCORDANCE WITH 3.2.5.1. 2001 WWF .�•': HANGER STUD TO STUD (FACE-NAILED) 2 -16d 2 -16d 24" O.C. ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR H to HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES Z FRAMING DETAIL SKYLIGHT DETAIL ^Q ; SIMPSON H2 A 1--i TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 -16d 2 - 40d PER STUD HURRICANE CLIPS TRIPLE STUD @ 16"iO.C. '— 51MP50N "HD5A" BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 -16d 1'2 2 -16d 1'2 PER FOOT — AC4 EACH SIDE BLOCKING (FACE-NAILED) 6520 STRAP SIMPSON HD5A FLOOR FRAMING V"o BOLTS 1 O 3"X 3"X Y4'ST. PLATE MIN • SIMPSON AB44 SIMPSON H2 @ 16" O.C. 5/e"0 THREADED ROD POST BASE JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 -10d PER JOIST s^TJ THREADED ROD SECOND FLOOR SHEARWALL HOLDDOWN G BRIDGINTO JOIST(TOE-NAILED) 2-ad 2 - 10d EACH END U N RIDGE / TOP PLATE 4 X 4 POST BLOCKING TO JOIST (TOE-NAILED) 2 - 6d 2 -10d EACH END CONNECTION DETAIL CANTILEVER DETAIL CONNECTION DETAILS (2)%"X 117al' M.L. • ►7 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -16d 4 -16d EACH BLOCK 2 X 6 WOOD CAP SIMPSON HD2A 2 X 4 TOP RAIL SIMPSON H210 HANGER @ 16" Y2'0 LAG BOLTS @ 16"O.C. TRIPLE STUD LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 - 16d EACH JOIST • ,,'' O AI TRIPLE STUD (2)16d COMMON NLS C� JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -ad 3 - 10d PER JOIST 4 X 4 WOOD POST @ 48" @ G"O.C. FOR FULL TRIPLE STUD N 2 X 4 BOTTOM RAIL HEIGHT OF STUD 2 16d COMMON NAILS @ BAND JOIST TO JOIST (END-NAILED) 3 - 16d 4- 16 O DECKING Od PER JOIST CANTILEVER HOLDOWN DETAIL 5/e"r�THRU BOLTS O.C. FOR FULL HEIGHT 0 � F STUD _Q M SIMPSON H-3 HURRICANE ---j�� SIMPSON HD2A 0 THRU—BOLTS BAND JOIST TO BILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -16d PER FOOT CLIPS @ 16"O.0 A Y2"O LAG BOLTS @ 16" HOLD DOWN P.T. 01ROOF SHEATHING @ 16" O.C.JOIST SIMPSON H-3 SIMPSON HD2A Y2"(�THRU-BOLT HOLD DOWN DBL DECK JOIST HURRICANE CLIP @ 16" (8)8d NAILS @ 1"±O.C. O STRUCTURAL PANELS: PANEL INTERMEDIATE 1'_D" AT POST AC4 EACH SIDE EDGES SUPPORTS AC6 EACH SIDE 51MPSON U210 :. 5/8'�J BOLT X 24" LONG 5 HANGER @ 16" SIMPSON 6520 INTERIOR ZONE 8d 10d 4" 6" 4 X 4 POST .° d /a"�BOLT X 24" LONG PORCH/RAFTER/GIRDER STRAP @ 16" O.C. PERIMETER EDGE ZONE s 8d 10d 4" 4„ SIMPSON PB44 POST BASE CONNECTION DETAIL . a o v t (8)8d NAILS @ 1"t O.G. Q d m o GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4 �:' _ ° < ° ; `:a:1.,a o m Ol CEILING SHEATHING ' ` �'' ° � � �" o 10"x 10"xy° a. w c� CA ��.'•;;;. .. BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR M Q) m GYPSUM WALLBOARD 5d COOLERS T5d COOLERS 7' EDGE/10" FIELD ;• : 0° ': .:l�:,.� d FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN WALL SHEATHING (4)X.0 X 12" LONG L4 2'-01,X 2'-0"X 1'-0" U m �' PORCH/DECK/JOIST ANCHOR BOLTS FOOTING (TYP) STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL EDGES SUPPORTS FOOTING DETAIL w INTERIOR ZONE 6 8d 10d 6" 6" 4' EDGE ZONE 6 8d lOd FIBERBOARD PANELS: � cn 7/16" 6d s - 3" EDGE /6" FIELD EW-, 25/32" 8d 3 - 3" EDGE/G" FIELD ROOF FRAMING ROOF FRAMING U SIMPSON C520 CONNECTOR SIMPSON 0520 CONNECTOR �] Q GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE /10" FIELD DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2)H2 AT ROOF p� ccl1�� PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER �3 FLOOR SHEATHING CRIPPLE STUDS CRIPPLE STUDS STRUCTURAL PANELS: HEADER SIMPSON ST 2215 CONNECTOR 51MPSON MSTG28 CONNECTOR u 1" OR LESS 8d 10d 6" EDGE/12" FIELD HEADER GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD HEADER STUDS NOTE: HEADER STUDS UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO 4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12'-0" TOP AND BOTTOM OF CRIPPLES FULL LENGTH FULL LENGTH A "' WALL STUDS I_ WALL STUDS UPLI� I I . NNE TOR SIMPSON ST2215 CONNECTOR SIMPSON MSTG28 CONNECTOR y d� ,. IP .� +� ti DRAWN: JM/MS SCALE: AS NOTED fi JOB#: <t. :g,qR1 to HEADER TIE DOWN DETAILS •'` a• SHEET NUMBER: 'G..^0 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and a!1 TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HHEADER 16d COMMON 16" O.C. FACE ALONG EDGES NAIL SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATTE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to Length adjustment factors in table 3.16. END JOIST OR BLOCKING I FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIfLD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 6 SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). P p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL T). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F AT 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindJOINT DESCRIPTION NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted where needed. GYPSUM all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES be used. anchors where applicable to all connecting joists. „ 7/16 OSB 3 O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3). For exterior ane! siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g� g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p P fy QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES i" OR LESS 8d COMMON 12" O.C. FIELD under all bearing walls. NOTES:� as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) P p g P g 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding equipment supplier. p g 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 4 Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• g P torch down type material over. P� and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ellY w� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° ENDWALL RAFTER WALL STUD CRIPPLE STUD ° I. BOTTOM PLATE o o RIDGE • •LEDGER B ATHTUB ° HEADER DOUBLE JOIST SIDEWALL IfRAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESC RIPTION APPLIC ATION LOCATION USP NUMBER DESCRIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESCRIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP -- CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE > 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ' . � ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEE RAFTER/PLATE RT15 TYDOWN ANCHOR CONFORMTOAIR PASSAGE RIDGE TOSLOPE THE PROPER STEEL CONNECTOR. INSTALL 4'0' O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EAC H STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET - , �— WOOD JOISTS TYP. CONC. FOUNDATION A CONC. SLAB NEOPRENE ' GASKET �� 2x6 2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY v� 6Mil POLY ON EXTERIOR V GRANULAR FILL � BOLTED TO STEEL BEAM WITH e STEEL COLUMN % ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. p ` CONC. SLAB `. ' 'p c'e o `! ROOF JACK // ' I 1`�� �� „ „ STEEL B EAM r o A o \•n ANCHOR BOLT EMBEDMENT: �.` COMPACT FILL ° POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL p v i i A p B LOC K WALL: 15" ROOFING LAPS `. TOP AND BOTTOM PLATE KEYWAY FOOTING ' d FLASHING AT .� ' WITH 1/2" x 6" ANCHOR BOLT e 'e a a r CONC. FTG. 'p Q•p • G p USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � 1/2" GROUT ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) REINFORCING BAR t 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT t DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 DOOR I I JOIST COMPACT FILLILL i ( USE 2X8 � STEEL BEAM FOR B LOC KOUT 4" SLAB tt ' P.T. PLATE W/ 6X6 WMM \ I SLOPE ' 1/2" AIR SPACE `�` i , e 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/ END AND ` �� 7 1 2" > a e (WITH A NAILING PLATE IF NEEDED) c�Zc ES OF WOOD �' '0 a e ° a ° • TO BE APROX. 1/2" OR HIGHER THAN GRADE ° �► -- --'-"-«-_:"� BEAMS 1 p`n p p' n p STEEL BEAM TO ALLOW FOR SHRINKAGE A,, ° Q ° d ° Q d 'gyp e• a .a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. 12 !, �Q, r o 'n /�', ' o ��`NOTCH BEAMi FOR MUDSILL IF REQUIRED -- MAXIMUM p o� p — MIN. p� ' p p p ��� �'a NOTCH EQUALS 1/4 DEPTH OF BEAM s1 p p O s apo I_L SUB FLOOR �M n REINFORCING BAR v. p REINFORCING BAR e , ° Oe,°'p �p TIST DRAIN TILE I�—�I i e d o s e SHEET METAL / 30# FELT UNDER BEAM AT POINT n o o STEEL BEAM >' OF CONTACT WITH CONCRETE OR CONC. BLOCK _tTt_ i i _ �, ,AP k, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a^ e �� 3 SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) '�•r�"��� e'G,{j.�,Y� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �/�` � 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET .1$yg �•,,���t""�^au�%ate ,`'N ♦ F /6 k w� 0r stiy �,.r