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HomeMy WebLinkAbout36869-Z Town of Southold Annex 12/3/2013 P.O. Box 1179 54375 Main Road *q*e3 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36629 Date: 12/3/2013 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 2000 Nassau Point Rd, Cutchogue, SCTM 473889 Sec/Block/Lot: 104.40-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/6/2011 pursuant to which Building Permit No. 36869 dated 12/12/2011 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: ADDITION AND ALTERATIONS TO AN UNHEATED ACCESSORY GARAGE PER ZBA #6504 DATE 11-03-2011 (SEE CONDITIONS 1 & 2), SEASONAL USE ONLY AS APPLIED FOR The certificate is issued to Seiferth, Kenneth (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36869 10-03-2012 PLUMBERS CERTIFICATION DATED th rued ignatu TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE +s'~ 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 36869 Date: 12/12/2011 Permission is hereby granted to: Seiferth, Kenneth 227 Eagle St _ Brooklyn, NY 11222 To: addition & alteration to an unheated accessory garage per ZBA #6504 as applied for At premises located at: 2000 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot #-104.-10-11.1 Pursuant to application dated 12/6/2011 and approved by the Building Inspector. To expire on 6112/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $247.60 CO - ACCESSORY BUILDING $50.00 Total: $297.60 Building Inspector Form No.6 p TOWN OF SOUTHOLD G O - f ~Z BUILDING DEPARTMENT TOWN HALL 71 765-1802 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: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . 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. fJ e 8 2 t 2-61t New Construction: Old or Pre-existing Building: (check one) Location of Property: o OeO Af 1~`36AU Poll-))- V~(;r House No. Street Hamlet Owner or Owners of Property: 1 47 _ Suffolk County Tax Map No 1000, Section 1 p L./ Block /D Lot 1 Z~ Subdivision / Q r Filed Map. Lot: Perin it No. 3 CYY~ Date of Permit. Z 1 Z Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Abp rcaiature pF SO~jyOlo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 c roper. richert(aDtown.southold.ny.us Southold, NY 11971-0959 coum, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Seiferth Address: 2000 Nassau Point Rd City: Culchogue St: NY Zip: 11935 Building Permit#: 36869 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electric License No: 4723-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey H Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 2-story detached garage, 2-paddle fans Notes: Inspector Signature: ~A Date: Oct 3 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT COMMUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C _ :x j DATE 7 ! INSPECTOR 36OP(~ ~o~vOFSWj, TOWN OF SOUTHOLD BUILDING DEPT. 765.1 B02 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF NDAT [ ] INSULATION [ 1 G FRAM [ ]FINAL FIREPLACE MNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G DATE INSPECTOR /X z-- 4 of TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] "NDATIO ] INSULATION [ FRAMI /STRAPPING ] FINAL [ ] FIREPLA HIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /ec1 G~ c, DATE /Zo / INSPECTOR FF ® 1 ~o~~oF ~T ~ ~l v 0, oo~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION N~ [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~LT [ ] FRAMING I STRAPPING [ ] FINAL '77^~/,6- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ l FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Pao d C l~ /.Z- INSPECTO • DATE 106,7eg I lw~ - "all TOWN OF SOUTHOLD BUILDING DE". 765-1802 T INSPECTION f FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESWMT CONSTRWrION FIRE RESISTRH PENEMATION ELECTRICAL (ROUGH) [y] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORTI'ii~~~ r.2 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD N RMRT DATE COMMENTS LZ Z,!= C42 FOUNDATION (1ST) - FOUNDATION (ZND) g ZZ- 77/ _CA r ROUGH FRAMINCT & PLUMING W INSULATION PER N. Y. J STATE ENERGY CODE Y FINAL I ADDITIONAL COMMENTS d ih , ' a~~•eo w5q P~ z Pd l0 3 f c t c ITT 0-0 Pd G S3 3 f z L-~ m!< ~~CL o w x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _s TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey J SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit w Examined 20~ Storm-Water Assessment Form ~n Contact: / f Approved /e0 Mailto: ~Q11SiCIR IUnS~'~t ~Ur-) Disapproved E/ L 1 U C e~L ~f t xt~ U 1 l N `i S lv / Phone: (0 31 3`I9-11(A9 Expiration 20_L,7,_ Ck 2e. Buil mg Inspector D LICATION FOR BUILDING PERMIT MAY - 3 Datee i I , 201INSTRUCTIONS a. This ap li etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. i 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 n n a corporation) Po 60),-06-o ~J fr7\kc AD~~IIGS~ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1,6E r-, E s ° / Gg- R T/-/ (As on the tax roll or latest deed) If app ' is a c on, ' ature of y authorized officer (Name and title of corporate o tce Builders License No. Plumbers License No. Electricians License No, a3 - Dorn ~~Ltx9.\c¢y~~~~ Other Trade's License No. ao1O A)ASSU, P+ 1. Location of land on which proposed work will be done: Como tv 4-PP *GL- PT RoA-D GbTG.J/0 U4f House Number Street Hamlet t County Tax Map No. 1000 Section 10 y Block /O Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i tended use and occupancy of proposed construction: a. Existing use and occupancy GOA/C _ a kvAi k, YQSI~CStd e w~ c~c FQE d pct ?a~ f b. Intended use and occupancy ~Q Yl^ e_ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cosh ( Q 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 mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ao. I Rear CPO, `f Depth a3- I 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 j Height Number of Stories \ 9. Size of lot: Front /.s0. a9 r Rear a9/• J!° x Depth It- heie~OGA,e> 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_ NO,~( Will excess fill be removed from premises? YES NO x 14. Names of Owner of premises S~ yis Address Phone No. Name of Architect 1 '-'qz Lns&--r Address Phone No Name of Contractor 0 9 i ay- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO )C • IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? • YES X NO • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? • YES NO • IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF\ ) Ay ri L-,6 being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the nA- Y- 0. L k(D (Z- (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 p 1 q day of (I vu . A 20~ IV ; Notatz Public Signature of 1 t YWN F M MCNAB NOTARY PUBLIC-STATE OF NEW YORIi No. Ol MC62054J0 1 GU0111Ntl In Suffolk r MY Commission Expires Moy ( 1.201 3 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: Feb. 7, 2011 TO: Arnold Golz Jr. for Kenneth Seiferth P O Box 206 New Suffolk, NY 11956 Please take notice that your application dated February 7, 2011 For permit for an"as built' demolition & reconstruction of an accessory garage at: Location of property: 2000 Nassau Point Rd., Cutchogue, NY 11935 County Tax Map. 1000 - Section 104 Block 10 Lot 11.1 Is returned herewith and disapproved on the following grounds: The demo and reconstruction of the accessory garage are a deviation from the ZBA decision dated 11/7/11 hearing number 6504; which granted additions & alterations to the garage . Amended plans show the accessory building was reconstructed. Authorized Signature TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 06/02/11 TO: Kenneth Seiferth 2000 Nassau Pt. Road Cutchogue, NY 11935 Please take notice that your application dated June 1, 2011 For permit to add to & alter a nonconforming accessory garage at Location of property: 2000 Nassau Point Rd.. Cutchogue. NY 11935 County Tax Map No. 1000 - Section 104 Block 10 Lot 10 & 11 Is returned herewith and disapproved on the following grounds: The proposed construction on this combined lot in the R40 Zone is not permitted pursuant to Article XXIII Section 280-122 which states: "Nothing in this article shall be deemed to prevent the remodeling reconstruction or enlargement of a nonconforming building containing a conforming use provided that such action does not create any New nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." Pursuant to 280-15, the required side yard setback is 15' The existing nonconforming garage is setback 3.6' in the side yard. Also dormers are permitted up to forty percent of the roof width The proposed second floor dormers will be greater than 40% Authorized Signature CC: file, ZBA Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. T BOARD MEMBERS Southold Town Hall kn%Leslie Kanes Weisman, Chairperson so~lyo 53095 Main Road • P.O. Box 1179 h0 Southold, NY 11971-0959 James Dinizio, Jr. Office Location: Gerard P. Goehringer T # Town Annex /First Floor, Capital One Bank George Horning • ~O 54375 Main Road (at Youngs Avenue) Ken Schneider ~l~Cf7~ N Southold, NY 11971 http://southoldtown.northfork.net a L^\, ZONING BOARD OF APPEALS ,J IS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 ~q 2 3 2(112 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 19, 2012 ZBA FILE: 6551 NAME OF APPLICANT: Kenneth Seiferth PROPERTY LOCATION: 2000 Nassau Point Rd., Cutchogue, NY CTM 1000-104-10-11.1 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 11 category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 45,983 sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 143.86 feet along Broadwaters Cove. The easterly lot line measures 332.65 feet along Nassau Point Causeway and Nassau Point Road. The southerly lot line measures 111.64 along adjacent residential property, and the westerly lot line measures 281.76 feet along another residential property. The parcel is improved with a single-family dwelling, the garage subject of this application, and a shed, as shown of the survey drawn by Peconic Surveyors, dated June 10, 2011. BASIS OF APPLICATION: Request for Variance from original ZBA #6504 and the Building Inspector's February 7, 2012 Notice of Disapproval based on amended plans for the accessory garage at; 1) the demolition and reconstruction are a deviation of the original ZBA grant allowing additions and alterations. RELIEF REQUESTED: The applicant requests a variance to demolish and reconstruct, with alterations, an accessory garage, with a nonconforming 3.6 feet side yard setback at 76% relief from Code required 15 feet side yard setback, and construction of a second floor window dormer covering 84% of the roof area, which is a 110% relief from the Code permitted 40% of roof/window dormer area. ADDITIONAL INFORMATION: The Applicant originally filed ZBA Application #6504 On July 27, 2011, requesting three variances to construct alterations to an existing nonconforming accessory garage. The Applicant stated at the Oct. 6, 2011 Public Hearing that it would be a hardship to relocate the garage to a more conforming location on the property, and that they would utilize the existing building foot print and foundation, and maintain the existing non-conforming 3.6 feet side yard setback. The variances were granted as applied for, including a variance to increase the degree of nonconformity of an existing nonconforming building, a variance to maintain a 3.6 feet side yard setback, and a variance for the addition of a non-conforming second floor window dormer involving 84% of roof area, which is 110% relief from Code permitted area for roof dormers of 40%. During the construction/alteration project the Applicant's contractor effectively demolished the accessory garage, and because this work was beyond the scope of the variances granted, a new application was submitted for the demolition/reconstruction. Page 2 of 3 - April 19, 2012 ZBA File#6551 - Seiferth CTM: 1000-104-10-11.1 FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 5, 2012, at which time written and Based upon all testimony, documentation, personal inspection of the property and oral evidence were presented. surrounding neighborhood, and other evidence, the Zoning Board finds he following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(31(b)(~ Grant of the variances will not produce an undesirable change in the character of this nonconfo ing the neighborhood or a detriment to nearby properties. The Applicant d to 1 in have ha rage the 1 ation has caused a dicate detriment t n. No evidence has be p cation to nearby the demopropertieses.°A garage did exist at this location since before own wide zoning was in effect , to prior and that garage did have a valid pre-CO until that building was recently demolished. ome meth 2. Town Law $267-b her benefit than an gar ayvariance. The Applic nt has st ted hatytswould not be feasible for the applicant t to to pursue, o The Applicant also stated that a variance feasible to relocate the garage to a conforming location on the property. for the dormer construction is the only feasible method for the Applicant to make additional headroom on the second floor to effectively utilize he space for storage. 3. Town Law &267-b(3)(b)(h The variances granted herein are mathematically substantial, representing 76% relief from the Code for the nonconforming 3.6 feet side yard setback, and is 110% relief from the Code allowed 40% dormer area. However, the variances are mitigated by the fact that although the pre-CO was forfeited because of the process of building demolition, a garage had existed at this exact location since prior to Town Zoning. 4. Town Law &267-b(31(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an a verse newly constructed garage will have roof gutters and leaders to conta in runoff as requiredlby Code~ghborhood. The 5. Town Law &267-b(31(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-6-2-6-7b- Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new accessory garage where one once existed, 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 Homing, seconded by Member Goehringer, and duly carried, to GRANT, the variance as applied for, and shown on the Architectural drawings entitled "Seiferth Residence- Proposed Garage Renovation" pages 1-6, dated 1.31.2012 and prepared by Nancy Dwyer, Design Consulting, Inc., professionally stamped by James J. Deerkoski, P.E., subject to the following conditions: CONDITIONS: 1. The accessory garage shall be used for storage only, and not be utilized for cooking, sleeping, or any livable space. 2. The accessory garage shall only contain basic electric service and an outside hose bib. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3 - April 19, 2012 ZBA File#6551 - Seiferth CT M: 1000-104-10-11A Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the rightto substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconforrnity. Vote ofthe Board. Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Horning. (Absent was: Member Dinizia) This rResolution was duly adopted (4-0). 'C / Leslie Kanes Weisman, Chairperson Approved for filing c?o /2012 I Oakside Construction PO Box 206 RECEIVED ' J New Suffolk, New York 11956-f 30Decll JAN 3 2012 BOARD OF APPEALS Town of Southold Building Department Town Hall Southold, New York 11971 Re: Permit No. 36869 The ridge and rafters on the existing structure need to be replaced due to rot, insufficient size, and not being structurally sound. Once structure is rebuilt with new ridge and rafters it will raise the ridge approximately eight (8) to ten (10) inches due to structural plans. E C E ~ Y E in DEC, 3 0 20?1 Il I BLDG. DEPT, TD6'IfN OF SOUTHOLD BOARD MEMBERS ~OF soil Southold Town Hall Leslie Kanes Weisman, Chairperson h~~ dpi 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 James Dinizio, Jr. #t Office Location: Gerard P. Goehringer G Q Town Annex /First Floor, Capital One Bank George Homing 54375 Main Road (at Youngs Avenue) Ken Schneider TYCO Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 January 3, 2012 Oakside Construction P.O. Box 206 New Suffolk, NY 11956 RE: Seiferth, ZBA File#6504 Dear Oakside Construction, I have reviewed your letter dated December 30, 2011, and the foundation plan with elevations prepared by Nancy Dwyer dated 4-5-2011 noted as page 3, with your request to establish a building height of 19'-3", which is approximately 8 to 10 inches higher than the height shown in the drawings stamped for approval by the ZBA in decision #6504 in 2011. Since you do not propose any changes to the variances granted in decision #6504, and since the proposed changes are as noted on the original approved plans "replace where necessary", I have determined that your requested modification is de minimus in nature. I will instruct the office to send a copy of this letter and a stamped approved copy of the foundation plan with elevations prepared by Nancy Dwyer dated 4-5-2011 noted as page 3, you attached with your request to the Building Department so that you can proceed with completing construction and obtaining a CO. If you have any questions, please call the office. Si e y,} Leslie Kanes Weisman Chairperson/Dept. Head i i Op Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 15 PROPERTY LOCATION: s.c.T.M. t: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 400 Uy I (7 10 STORM•WATER, GRADINO, DRAINAGE AND EROSION CONTROL PLAN wa, 3~- -gam TOT CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW RK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM If / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels" Will this by ect Retain All Sbrm-Waite? f (Include Total Area of all Parcels located within Generated Project the Scope of Work for Proposed Construction) (This hem will IT Two wonclude all g Inch Rainfall ll on Site" S t _ ? (S.P.aAcraa) rurroflereated by sne b. What Is the Total Area of Land Clearing clearing and/or construction activities as wen as an and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (s.PaAqu) impervious surfaces.) PROVIDE BRIEF PROJECT DESCREMON 1ReddeAaaskad Pore-oNradad) 2 Does the Site Plan and/or Storey Show An Proposed PROVIDrainage DE shall SWndic Indicating Size Changes Location? I r l include alI tunes Include all Proposed Grade e Changes es and - Item and M ~ Slopes Controlling Surface Water Flow. t ~ $ Does the Site Plan and/or Survey describe the erosion YGiJLa Cie '/,4E,- q ~Ly G/ and sediment control practices that will be used to ~j I control site erosion and storm water discharges. This U J 1r( I Ye~ C" item must be maintained throughout the Entire Construction Period. Q Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ? Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ? i (5,000 S.F.) Square Feet of Ground Surface? i 6 Is there a Natural Water Course Running through the ? Site? Is this Projectwithin the Trustees jurisdiction Gersual DEC SWPPP Requirements: or within One Hundred (100') feet of a Wetland or Submhebn of a SWPPP Is required for an Consbucticn activities hvdvkg son Beach? - disturbances of one (1) or mors arm; including disturbances of less than are arse that 7 Will there be Site preparation on Existing Grade Slopes am part of a larger Comecon plan that will ul imatey disturb one w more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to Including Construction activities Involving son disturbances of lass than one (1) acm where One Hundred of the DEC has determined dust a SPOES pema is required for storm water discharges. (100') Horizontal Distance? ( SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit S Will Driveways, Parking Areas or other Impervious for Storm Water Discharges from Construction activity - Perms No. GP-040401.) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shall be prepared prior to the submittal of the NOI. The Not shell be into and/or in the direction of a Town right-of-way? ELK submitted to the Deparbrentpdor to the cormrencenent of construction aclift 2. The SWPPP seen describe the erosion and sediment control practices and when 9 Will this Project Require the Placement of Material, required. pmtcorrtructlon slcon water manger ent practices that will be used andfor Removal of Vegetation and/or the Construction of any constructed to red" the pollutants in storm water discharges and to assure Item Within the Town Rightof-Way or Road Shoulder compliance wOhtin terms and oondttbns of this penMt In addition, the SWPPP when .Area?(llaermn as NDTkwkide ttw r,wbNWOna Identify potential sources of pollution which may reasonably be expected to affect the °^""'r'yp1pe l queMy of storm wad discharges. NOTE: ffArra.Ma WOueeaore0 othreughmrela Answsredwkh•ChnkMek 3. AN SWPPPs that require the postmrsiruclion storm water marregerrent practice in a Box and the eeretruetlen sit dislorbsnce Is between 5,000 S.F. i 1 Acre Nary component shall be prepared by a qualified Design Professional Licensed N New York a Storm-Wad, Grading, Drainage a Erwisn Control Plan is Requked by IM Town a that Is knowledgeable N the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Iswsnce of Any ound ng Pena (NOTE: AChedr (4) exax Ansaerfore Ouedbmh RogWmdfora Cmoftpplwam) STATE OF NEW YORK, Notary Public, Stets of New York COUNTY OF SS No. 01 BUG185M y Ou~aalifinnd inmSfuffollkDCounty 171st I, -'..t~(NarM...... soft ~~!1!~ being duly swum, deposes and s~$~.ina?streEs"Tfie~dp}~ ?,da fos'P4 And that he/she is the vk . ; .)((Diener. . Again.. fie oincei. j r I Owner and/or representative of the 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 bast of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn /Jtto~o`Ibefore me this; nn .........'l7 ...dayof..P ..r201/ /f . Notary Public: ...1 iL.1.7..\! P...........47` .~i.~...... (signs npixiom) FORM - 06/10 lr-la o ~OF SO~jyo h ~p Town Hau Annex 54375 Main Road 40 #f t Telephone (631) 7651802 ~r~gg$$~~gg P.O. Box 1179 Q ro-ger.riche rKa~.t"`own ISOUttl~ltl nV us Southold, NY 11971-0959 v BUnDING DEPARTMENT TOWN OF SOUTHOLD " APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: W I GP > i<; Date: l O Z_ Company Name: r~ (ti i C k (ems-fy~ Name: License No.: Z 3 _ Nit Address: r, a 3 roes 11Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: *Address: Zo 0 0 /J/3TI ~4 v ~ue D *Cross Street: S IC *Phone No.: f / 4- Permit No.: 3 ( - 1?-6 Tax Map District: 1000 Section: ( Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: / NO Rough In Final *Do you need a Temp Certificate: NO T mp informad (If needed) *Se Size: ase 3Phase 100 200 300 3 400 Other *New Servl • Re-connec nderground Number o ters Change of Service verhead Additional information:AYMENT DUE PPLICATION 82-Request for Inspection Form 1~ 6~~Z,/ may; ~~D v I,o, VIC' ` l/-ex ate- Ia) 38114 tad ~~~e met/asinaricc WARREN ELEVATOR SERVICE CO., INC. 3fiIFERTH, JR ;27 EAGLE S'fRE'E7 Southold Building Department P.O. Box 1179 Southold, New York 11971 Attn: Damon Rallis - Zoning Inspector Re: 2000 Nassau Point Road Cutchogue, NY Mr Rallis: The building of a new garage is taking place - all new walls and roof ...is that approved and allowed by the Town??? I N SIREE7 ADDRESS 2000 NASSAU POINT ROAD SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY looo-104 IQ-1O & 11 SCALE.` 1'=30' AUGUST X. 2010 (57/RYEY 1000-104-10-10) Y , y Z y / Y Y 71 .•~y [ ' 0 NOJ .irW, ~ IIE~ ~ Y Y Y Y y NlT Y Z y - Y Y Y NEAANOS Y y U1 Y Y Y y Y O Y y Y y Y Y Y Y Y 'O Y Y Y 9 Y Y Y Y Y Y y Y Z~ ~Gf ? IIERAIDf u5w Poo so f 7 1 ~ ~~9y SD F(• 20. 13tif a N I zd A IN / I V04-1 aD FT U 'A nE 57 SQ 18, 10 r L07 »+~4 pd 1/2 S'y- w hO t A Z STY 5.41'40'W Pla L07 180 LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU POINT, OWED BY NASSAU POINT CLUB PRG°ER71ES, INC.' FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 16, 1922 AS MAP NO. 156 N. ED A N 10. 496 ANY AL7W 7M QQ AD01AgV.T0 1 SURWY JS Of SECAOW 7209L1~ 1HE NEW YURK STATE ED1/CA 1NA4 LAW. LAW. PECONIC SURWYORS, P.C. 1-1 ' r ~ :gar r i s -~v ~ y ark. 'T r yy ~ ~ ` N • gar • ~S'i ?"s,3 w i ~~-~~~i ti~ ii t_: ~ : ~ .i ~ t _ ~ s _ i ~ ij C ~ ~ p " r lt. +f « r }1 - f;= •F,.: , ,sr~ r ,~r ,y `r+s~ :.~j P-Zj LL CORNERS ARCHTTECTU L ASPHALT 2- 10" LVL RIDGE W/ ROOFING WITH 15# FELT SIMPSON 0520-CONNECTOR OVER a' CDX!PLYWOOD (IYP. ALL RAFTERS) WITH ICE 4 THER5HEILD NEW 2'X 4" STUD WALL @ @ PERIMETE 6 VALLEYS N I G" O.G. W/ K-13 INSULATION, FASCIA W/ VENTED SOFFfT 21X GYPSUM BOARD 10" SIMPSON H7 CONNECTOR # B" CDX PLYWD. SHEATHING W/ TYVEK' HOUSE WRAP; CEDAR O' 2 - II LVL HEADER W/ SHAKE SIDING TO MATCH HOUSE ~10 20 STRAPPING ? \ 2" X I Q" ACQ LEDGER BOLTED d TO U15TINGFPAME WITH 5" 2 - 203 "LEDGEKLOK" SCREWS @ I G' O.C.; m HANG SHED RAFTER5 FROM LEDGER WITH SIMPSON LU25 CONNECTOR 8 N 2" 4" D I i° F ME ALL 2"X 10" 12 m RR. @ 16" 2 REMOVE O.C SIMPSON H7 RAFTERS CONNECTOR FASCIA W/ VENTED SOFFff IXI TING JOISTS TO REMAIN 2" X G" C.J. @ I G' O.C. SIMPSON H7 CONNECTOR REFRAME EXISTING EXTERIOR 3- 2"X 8" HEADER WALL- 2x4 @ I G' O.C.; 1' CDX PLYWOOD 5HEA . z THING 2- 2" X I O" HEADER, ZBA AL MAP I TYVEK * SHAKES TO MATCH PROVIDE SIMPSON C520 SEED ISION j STRAPPING ABOVE NEW 2- 2" X 4' ACQ SILL PLATE ' WINDOWS d EXTERIOR DOORI NEW 10" SQUARE PERMACA5T OVER TERIMITESHEILD COLUMN WITH CAP E BASE; PROV. n - _ OVER SILL 5EAL; 51MP50N CM5T 14 W/ LTT 14 GAUGE PROVIDE 51MP50N C520 STRAPPING E HOLDDOWNS W/ LPT4 CONNECTOR5 STONE PATIO ON GRADE m a' DIAMETER ANCHOR BOLTS W/ 7" MIN. DEPTH @ 48" O.C. W/ MIN. 39(3N8iu WASHER @ PLATE 8" POURED CONCRETE FOUNDATION WAI I W/ 5 E I f E K _KTH RE51DENCE N j F W O N - w ¢ - z z w F LLLU Q H N m T 10 10 TW ILUIL 11111L rw 1a 1o r 10 1a 10 1o rw 10 10 LLL m o o - a a ~ 0 0 H'' I Al ~11111 ~ O w 0 O N C9 - L F ViLl -L1L~ 60611 Wz U0 Z a FRONT ELEVATION WATERSID JERSIDE ELEVATION SCALE: 4' _ ~'-0'• SCALE: y" _-0'• = Oa' W N W O W O (n ~ 6- n/ U- 0 W It m 1 30~ Ln ~ Z9A FINAL MAP ~ ~ LD SEE OECISIO~j I ,0 \ o Z S I` VZz~cr~ QU~~ a~E O~_"mow,. z cn = *hQ ~s j ute, O Z Xk- N 5- _ F ~yo SpM1 C? EXISTING FRONT * WATERSIDE ELEVATIONS pl SCALE: q' = I'-Q" E N O w° p m ° w ¢ - z z W u a > o N ° m IIII II RI4 RI4 1 11 Hill 11 Hill 1111111 1111H1111 O O o - 0 0 C3 z N C O z N O U N W z U O Z a W > O SIDE ELEVATION UN SCALE: ww ° W N LL- O W O -ILE (S) 11 Ill~TII w it o. io I_I IllI I IJ_ ~L1LWJ_ WLI I u I ITT U- 11 it fill 11 UL~~ i LIE JII II II II IILI zm L11111 II I~Illlllllul IL IILJIIILI Wz~ J~ `IllL DC)U LLLL L ,1 11Iu 1_II a IIILLLU C) Ifil u u~u1~1 Y ...-tLL III z;> in u ~OzU ~ ~ `1 ° in ~QF NEW), p~ BACK ELEVATION 1pLS ~ oeFkfi~'P,F Q SCALE: 4' = I' -O" n 4, ~ Zino ho ' o y Fob =U _ A ss Gl PAGE: 2 5 N w ~ o ~ o z ro o C9 ¢ - z z ¢ F N O m zo-s i a m O O 17 -1I FOUNDATION WALL LEGEND: r g g' DIAMETER ANCHOK BOLTS J EXI5TING FOUNDATION WALL TO REMAIN w z O W 7" MIN. DEPTH @ 48" O.C. 12" 50NOTUBE W/ POURED w POURED O O w O Wl MIN. 3'X3'ke" WASHER DRILLED CONCRETE FOOTING ING - - 8" CONCRETE BLOCK 4 O INTO EXISTING FOUNDATION WALL 2'-0" X 2'-0" X I'-O"d. p"d. FOUNDATION WALL W/ z U PROVIDE NEW AGO SILL PLATE (2) ° (TYPICAL ALL FOOTINGS) 7TING5) I'-4" X 8" d. FfG ; PROV z U~ G 2- #4 REBAK IN FOOTING i[ z U N MINIMUM 3'-0" BELOW GRADE ° GARAGE SLAB W z V o F-, 71 4 ~ W 0 z N ° I ~8" CONCRETE BLOCK FOUNDATION WALL W/ ETE BLocK cn u ON WALL W/ W w I'-4" X 8' J. FTG.; PROV. i. FTG.; PROV. G ° 2- X4 REBAR IN FOOTING AR IN FOOTING K = c¢9 EX15TING FOUNDATION O WALI5. FOOTINGS 4 e" DIAMETER ANCHOR BOLI ER ANCHOR BOLTS s noN W N 51A13 TO REMAIN W1 7" MIN. DEPTH @ 48" O DEPTH @ 48" O.C. n _LL- W1 MIN. 3'X3'ka' WASHER X3'ka' WA5HER @ FWE W O If PROVIDE 51MP50N PHD5 HOLDDOWN (M. 2) 5IMP50N PHD5 N (1YP. 2) ANCHORS AT ALL CORNER' AT ALL CORNERS THROUGHOUT XT ~j I~ ~I L L I NEW 34-0" POURED CONCRETE APRON @ GARAGE DOOR U - Z ~ R/ - U-i FOUNDATION PLAN SCALE: q" = I'-a' C) C9 09 Lr) U0 z~ Zzo,n I\ Qo 0 LU W F F NE*j, * p~51 D€{gfipO tr mZ 1~~. 2 C2 `PFO ho ZyOb V 5 1'ONP 7BA FINAL MAP 6 J SEE OEQSLON 6 PAGE. 3 20•-5• I~' g~ WALL LEGEND: o = NEW CON5TRUCTION: NEW STAIR b ROM 2" X O STUD WALL @ N n~ 1 @' O.C. W/ R-19 IN5UlATION, GYP5UM BOARD 5 N w F o oI DOUBLE 2X10 pp III W/ rYVEK' OU5E WRAP; CEDAR l~~ III= 5HAKE 51DING TO MATCH HOU5E < ° m < ~ - z 4" COLUMN BURIED IN _ 2'-0" X 2'-O" X I'-O" POURED "U PROVIDE 3- 2")(6" HEADERS DOUBLE 2X 10 CONCRETE FOOTING "AZEK" BFADBOARD IIO 0 ABOVE NEW WINDOW UNLE55 ON CEILING w _ OTHERWISE INDICATED z III @X m Illo~ ~ w w o u o m III III 4' COLUMN BURIED IN ~ lil~ III 10" SQUARE PERMACA5T \ I~\lll I,IAI,I CAF'* 2'-O" X 2'-0")( I T "POURED COLUMN BASE DETAIL WITH H CAF'* (TYPICAL ALL) CONCRETE FOOTING 0 § PATIO ON GRADE q 0 o - III 8'-0" CEILING HEIGHT III L o 0 I- _ WAif 2" X ' C.J. elev. w 0 ~ GARAGE G" III O.C. 7 III REBUILT ON EXISTING FOOTPRINT @ K z p w O p w N L NN~ 00 VIII N =III b A @xG' O.C. III 12 ;III Z Q F- V z U N __14 2„X8"R.R. VIII VIII L mII @ IG"O.C. m 9'-B U2" 3- 1" X 14" LVL W z L NEW C; X T-O" GARAGED R HEADER ABOVE DOOR U O 2o's^ Z W C) z P- r-lo Uz" s'-a' IRONT EItV. ~ "X O" R.R. O TW21031 TEMPERED nnPeP.EO 2" X )0O G WALL LEGEND: = a GARAGE PLAN b G"ac. NEW CON5TRUCPION: W N SCALE: a" = 1'-0" - - 2" X G" STUD WALL @ I G" O.C W/ R-19 IN5ULATION, L P GYP5UM BOARD W O v BANISTER ARO x s" CDX PLyYWD. 5HEATHING BANISTER AROUND W% T W EK' HOU5E WRAP; CEDAR u STAIR OPENING STAIR OPENING o 5HAKE 510ING TO MATCH y IOU5E 3 PROVIDE 3- 2" X 0 HEADERS ABOVE NEW WINDOWS W/ 2- I I o I OUTLINE OF PATIO 2" X G" SUPPORT MUWON5 Z' X 8" 5NED a ROOPLINE BELOW BETWEEN EACH PAIR R.R. @ I G. O C. o 3 5F 2"X G" C.T G" C.T. @ I G" O.C. X 6" C.T. a IGa IG"OC. §I I LOFT LOFT I z DORMER =85% UNHEATED, UW UNHEATED, UNHAWABLE OF RIDGE LENGTH CW9 WAifR Lu W z O RCV J $ 2 D I Dojo Z' X 8" KI SHE 2" X 8" SHED secnoN (n I RR.@G1 R K. @ ^ 00 9 N o UUz~ 3 I Z06 Iv U 12 a OF t W~ Y U I T-5• 10"RR 2'I @ 10 O.C. Ib TW210310 ~ 2"X I "RR PROF SS\ONPa. sour ~ Env IAA=1 LMQP PAGE: See DECISION 4F ATTIC PLAN SCALE: y' = P-O" 4 2- 1 G" LV L RIDGE W ARCHITECTURAL ASPHALT SIMPSON C520 CC 1 G" LVL RIDGE W/ Z ROOFING WITH 15# FELT (iYP. ALL RAFTERS) OP50N C520 CONNECTOR 'P. ALL RAPrER5) OVER 1" CDX PLYWOOD WITH ICE € WEATHER 5HEILD N ~ N 12 F O g RR. -75 3- 2" X G" HEADER w/4"MUWON; IC) O N H7 CONNECTOR @ PERMETERS € VALLEYS Nfw SIMPSON 2",YB R I. R. FASCIA w/ VENTED 50FFlT "X C" C.T. I PROVIDE 51MP5ON 0520 W NNz m p 5TRAPPING ABOVE ALL In Q - z WINDOWS t EXTERIOR DOORS NEW 2" X G" STUD WALL @ C" O.C. W/ R-1 9 INSULATION, GYPSUM BOARD OFT~ 2" X 10" ACCT LEDGER BOLTED z pFT~ TO EXISTINGPRAME WITH 5" Q F € e' CDX PLYWD. SHEATHING 4\ UN BR , UNFINI51 , U DGERLOK" SCREWS @ G" O C.; 1TT NMN15HEO 'FI m W1 TYVEK' HOU5E WRAP; CEDAR SHAKE SIDING TO MATCH HOUSE LEDGER in n o WITH SIMPSON W28 CONNECTOR 1 2 7 N 2' 6" 5 D 12[ F ME LL g. 12 R -14 O gC SIMPSON H7 O PLYWOOD SUBFLOOR 2° X 10" C.J. @ I G" O.C. 1.@ 1oO.C. CONNECTOR s p O USE 51MP50N HU SERIES 2 X G C.J. I W F- CONNECTOR TO CEILING JOISTS @ FLUSH HEADER REFRAME EXISTING DQEMOK ° z O I5TIN6 EXTERIOR 3- 7y" LVL HEADER N O O WALL5 - 2" X G" @ I G" O.C. G"@ IG"O.C: U' DOD SHEATHING 0 GARAGE aI CDX PLYWOOD 5HEA10ING TYVEK € CEDAR 5HAKE5 IAR 5HAKE5 IzI n F G L Z U N 4" COWMN BURIED IN 2- 2" X 5' ACO SILL ELATE ;Q SILL PLATE m NEW I O" 5QUARE PERMACA5T ITE 5HEILD COLUMN WITH CAP 4 BASE; PROV. 2'-0"X 2'-O°X III OVERTERIMITE 5HEILD EAL; 51MP50N CM5T 14 W/ LTT 14 GAUGE s., CONCRETE FOOTING OVER51LL SEAL; g DIAMETER ANCHOR BOLTS PROVIDE SIMPSON 0520 4P50N 0520 STRAPPING 4 HOLDDOWN5 W/ 7" MIN. DEPTH @ E. O.C W/ LPT4 CONNECTORS INEGTOR5 W/ MIN. 3"X3'k'-e" WASHER DRILLED EXISTING SLAB REMAINING STONE PATIO ON GRADE INTO EY15TING FOUNDATION WALL L W z u 0 a" DIAMETER ANCHOR BOL75 i= NEW FOOTING UNDER POSTS a W/ 7" MIN. DEPTH @ 48" O.C. W j W/ MIN. 3'X3'N". WA5HER @ PLATE Q Oz 8" CONCRETE BLOCK LL1 FOUNDATION WALL W/ Q 1'-4" X 8" J. FTG.; PROV. oC 2- N4 REBAR IN FOOTING BUILDING SECTION IINI (TYPICAL ALL AKEA5) LLJ N 0 U-- 0 NaTrnmRATTfR - RnrteR SCALE: q' = 1'-0" W O RPFIR RIpGE RAFT CR RIGGE t01 PLPIf iOPCWiE ~ -LET- W LSTW O MICR RIDGE TO RMERSTI RG MILPL RIDGE BEAM TO RATTER SiRRPPING MICR RNTLR TO WN.L STUD CONNECTION ALTFRNPTR£ RARER TO W L STUD CONNECTION 2ND.fLOOR.LSiW RING 5?AS mop JOIST - WOODJOIST- IGS PLOOR PLATE CRIPM1E5TUv USPLmR 9 OCGNG JdST TINEEK. R'M BOARD NO. GIROERUSIDER IST FLOORR]P "T'S JAUKJTUOS U- z t` WDODGIRUm WDODIOIST I ST FLOOR WNL5Np O MIL0. MGpfRCONNFLTION JOIST fPJ,MING OKRNOOp GIRDER JOIST FRAMING FLUSH WIi11 GIRpFR11FADEA ~U- LU Z TEFICAL MULiISi CONNECTIONS Dou WNL STUD METN.HOLD- vo N sTR BOIIOM PLATE z ~ J. FLOOR 38-160 51NFIR W.LSTW DELI IET FLOOR WHLSiW NAILS AS PER /BDROM PLATE MANDfACNCORNCRT'P. w to TODELEOI~ 15i PLOGRPIATE LAT V4E5ILL WIND RESISTANTCONSTRUCi ONSTRUCTION CONNECTORS CJ O z L sUBFLOOR Z Z^~ (h RENT U.J. RIMJOISTM CONNECTION L©CAT ON. PART NUM DOUBLE JOIST NOrvS NG Wins DIX SILL PITS PART NUMBER. NOTES: F NEW Q IV d u PHICF Tn P,, FFFR4 cS:Onu I rSfln (nl 91' APPIYTn FACH PAIR (JF RAFTERS Z (f) = - OOOBLE II FOR NNOLRP 90iM15 FOUNDATION.. nm onm SnFARL0 N4T.N S o ~l RAFTER-TO-WALL H7 'R•LROT" R.,DE R-s,.NN as Mw mlx FOUNDATION 5OLENTHE 1W SPUD REBFR LENGTH WILLM H7 APPLY TO EACH RAFTER * a„ ,.«nk `fiF Q O AND TIFF FORADI Frx . CO RAFTER-TO-PLATE H8 or F H8 or H2.5 APPLY TO EACH RAFTER (n I'IOIDCVINI INSTNLATON NNfCICORNfftSiW paM LD RNR SILL GASKET TO TRPNSFfRSHRAK 15T FLOOR TO FOUNDATION CONNECTIONS _z TERMITE SMISS DOMMON NATO a 10 L, mfrAL nDLD.DOWNruPUFr ANCnoR PLATE-TO-WALL STUD C520 c C520 18" APPLY TO EACH WALL STUD m2J, h 5Q SO O~RUnr TOINTSS 51DewAU ENDWr.D 2ND. FLOOR WALL-TO-II ST. FLOOR WALL LFTA or C52 LETA or 0520 @ 3G" APPLY TO EACH WALL STUD P~ 9 S3e0~P~ FOUNDATION WALL Sryf0.C WALL CORNER LONNfLfION HEADER-TO-JA(CK571-0 C520C _ 0520 @ 12" APPLY TO EACH JACK STUD CRIPPLE 51DER H3 _ H3 APPLY TO EACH CRIPPLE STUD SILL PLATES TO FOUNDATION ANCHOWNG SHEAR WALL HOLDD©WN ANCHOR SST61 SST61 G APPLY TO EACH SIDEWALL END 7FlA ria'AL MAP PAGE: UNDER DOUBLE SILL PIATE see ocasioN aI C520 (U5E WITH 3" 5QUARE WASHERS) ST. F-L IR-SILL PLATE C52( LOOK CONSTRUCTION DETAILS I{ WIND LOAD PATH CONNECTION DETAILS NOT TO SCALe USE THE FOLLOWING OR APPROVED SI S METAL CON Ci FOLLOW MANUFACTURE'S RECOMENDEp INSTALLATION INSTR INSTRUC DN METAL CONNECTORS FOR PROPER W NU RE515TANT CON5TRUCTION. F TALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPAOTY SEIEER =RTH RESIDENCE N N Z _ O p O O m _ p TT_II I I_- - ff''u- w S - z ® ® J~~ - ® ® u_LL II II O " LLI HT LLLL ULLI I' lL U I u u U C Y p N p LlnuL 1~ 1 1 T 10 10 W'10 10 ~ T 10 10 TW'10 10 ~ - _ T 10 10 IIII IIII IIIIII I_uIIII IIII 1~ L1 T I O ~ ~ ~LJ_LJ-~~11~J u O p W F O O _ u- IIII II LLU _u u. _ u u w=wo IIII u~ I~IuIIII I II II II II II - N O LJ_ I -~-W 1u-WJ-LI-WJ-L _ F O O L11 IL I ILI `I~' ullL 1W_111 1W _u. z L) u G LLJ clft II III II _ II Y z V N I ll~ 11 L AAA_1~---II1 WG6061 IVLI u~ u J W Z U O Z a p uJ > FRONT ELEVATION WATERSIC ~TEI,SIDE ELEVATION o ° 5CALE: J` = I'-0" E: q„ 5CALE: q' _ ~,'-0" LLl wn LL- O w~ u~ U- z~ 0 L--i z J K Q I O z Lo J w<9 O UUz zzom =Fn= U-j z n~ O i N EXISTING FRONT t- WATERSIDE ELEVATIONS DNS * sf SCALE: a' = I'-O" m z [WE FEB 4D owiv N o Oz m o w ¢ - z ~ LJ LUJ_L11JJ_ 1 L IJ1JJ J_LLTL~JLW~I 11 I - - ~ - - uJ u_ I~ I~ I~I~ JI I I z Y V Q In- oil N -ILUJ LLLL - ~ LL11 RI4 RI4 I~IIILLL~IIIIII O O D _ z O O F w F p _ z_ O w N O O O - UJIIJJJJI ll - II- U_L 1 U - JJ L J- U--LlJ UJJJ U -J_LUJ 1 J_LJ 1LI_ z NN 0 N I U_IJ~UJ V I I I I~IJ I u1 J~11J~1J1 ~ u U~ z U N IJ J_ _LLLL J11L L J11LJJ J LLLU UJ-4 J LW I_LLLLU_LLLL L1L W z U O Z a W > Oz SIDE ELEVATION (n W w SCALE: 4" = 1'-O" L ~ O I W N W O W L JL L1 _L LA L u n ® u L11 1 11 1 L T o. in LUL[ LL~_I II II I I I ~ LLwLLILlI` 11J1J_ J_LU v_ LLULLILLLLL~LL JWJ11L1~J1LJ~ L II II II III Z m_ Jl W LJ 11LU IL L LIJ z J1L_I L I_ll l lI V I I I IJ I I LLL I IL I I I J~~ _L LSO ~~~L~J~LII ICI I W1J LI~~ 11 I I LLIJ ~ ~ Z ~ LO III 11 UC) z~ zzpm <0"u f\ Z~= I ti 11- 1 BACK. ELEVATION ION SCALE: q' = I'-C" j~GF NEW ~P S DE{~, op,. z PAGE: EE ~~aF~ 2 g N W - K W F O V` O z m cal Q - z z a IW- ~ N O to zags. , a.ao L O O ~I FOUNDATION WALL LEGEND: F p p J EX15TING FOUNDATION w g' DIAMETER ANCHOR BOLT5 WALL TO REMAIN w O j 0 W/ 7" MIN. DEPTH @ 48" O.C. 1 2" SONOTUBE W/ POURED iW/POURED O W V' WI MIN. 3"X3'ke" WA5HER DRILLED CONCRETE FOOTING 8" CONCRETE BLOCK Q OTING = INTO EXISTING FOUNDATION WALL 2'-0" X 2'-O" X I'-O"dPOU NDATION WALL W/ z N U PROVIDE NEW ACQ 51LL KATE (2) ° (TYPICAL ALL FOOTINGS) DOTING5) 1'-4" X V d. FTG.; PROM. w 2- #4 REBAR IN FOOTING eG z V N q MINIMUM 3'-0" BELOW GRADE GARAGE SLAB I I W z r O 4 r v W > z ° V ° 8" CONCRETE BLOCK CRETE BLOCK N FOUNDATION WALL W/ UION WALL W/ ~ u 1'4" X 8" d. FTG.; PROV. ° 2 #4 REBAR IN FOOTINC 'd. FTG.; PROV. EDAR IN FOOTING = FXI5TING FOUNDATION WALL5. FOOTING5 t e' DIAMETEKANCHORBC LLJ ETEK ANCHOR BOLT5 . s rn O IN DEPTH @ 48" O.C. _ - W 51-AB TO REMAIN W/ 7" MIN DEPTH @ 48' • WI MIN. 3"XSA. WA5HEf 3"X3"xe" WA5HER @ PLATE W O PROVIDE 51M~P+5/pON FIDE E 51MP5ON PHD5 HOLD DOWN nYP. 2) )WN nYP. 2) ANCHOK5 AT ALL COKNE 25 AT ALL COKNER5 THROUGHOUT r 3HOUi I 7II L J NEW 3'-O" POURED CONCRETE APRON @ GARAGE DOOR U - z ~ FOUNDATION PLAN Lu SCALE: g' = P-O" Z Ln U0z~ zzom Q~O~ r\ Z w= LA O `r MEW DEE Q f* r PAGE: 3 za-s• ia'-s^ WALL LEGEND: o NEW CON5TRUQION. NEW STAIR " 2" X 6" 5TUD WALL @ N I G" O.C. W/ R-1 9 IN5U1ATI0N, 3 N GYPSUM BOARD F- Tf I m W - K W - ~ O O III e° CDX PLYWD'. 5HEATHING 5HAKE 5IDING z z m 713URIED P W/ TYVEK' HOUSE WRAP: CEDAR m c~ a - z ED U PROVIDE 3- 2" Y 8" HEADER5 A13VE NEW IINDOW UNLE55 CEIUNG IOTOERWI TO MA TCH HOUSE DOUBLE 2X10 o %ZEK" BEADBOARD O 4 INDICATED z III 2" X 10" C.J. m N 5 I U ¢ > o to o m III @ IGil O.C. z ro IIO- 4" COLUMN BURIED IN III I O" SQUARE PERMACA5T 2'-O" H 2'-0" X I'-O" POURED III COLUMN WITH CAP 4 BASE DETAIL (TYPICAL ALL) CONCRETE FOOTING O - PATIO ON GRADE O 0 N L- 6-0" CEILING HEIGHT III WATCR F O O w F p III 2" X 6" G.J. III elty. GARAGE z O ON EXISTING FOOTPRINT @ 166 N Oo U @ 'III °aw II o Egon X J GoDC NNN ~ ~ 12 III Z U N p 14 ox III 2"X8"RR. mIII @ G" O.C. mIII III 3- 13i X 14" LVL rITNI W z L NEW I G'-O" X 7'-O" GARAGE DO I HEADER ABOVE DOOR LLLL~JJJ _ U O J zo_s^ Z c_s W o I'-O S'-10 I~Z' 6 LL0 E~RT i-remPeReo 2" X I O C WALL LEGEND: L GARAGE PLAN XIQ"RR W21o31d_TFMPERED 16" O.C. NEW CONSTRUCTION W 2" G" STUD WALL WALL @ .'-0 I I IG" O.C.W/R-19 INSULATION. W U- 0 O GYPSUM BOARD BANISTERi 5TAIR OFEI BANISTER AROUND * 5' CDX PLYWD SHEATHING co STAIR OPENING o W/ TWEK' HOUSE WRAP; CEDAR SHAKE SIDING TO MATCH HOUSE o PROVIDE 3- 2" X G" HEADERS ABOVE NEW WINDOWS W/ 2- I I ~ I OUTUNE OF PATIO 2" X G" SUPPORT MU WON5 2" X 8"' SHED o ROOFLINE BELOW BETWEEN EACH PAIR R.R. Q 16" O.C. o 5F 12 - 2"X G" C.T. 2"X G° C.T. @ I @ 10 O.C. aI U LC LOFT z UNHEATED. UNHA131FA13LE DORMIER = 85% UNHEATED, OF RIDGE LENGTH w 1. wnfeR W z o 512 >I UI R"R @` ' 2" X b" 5HED Q (n U) sscnoN z Ln R. K. @ I G" O.C. ^ O W U 4 l Z~ co u I 3 z~0 ~D 112 12 v Lu F- Is.- 2" X 10" KX - OF NE., - k @ 16"O.C. a TW 103 10 os o 2" X " R.K. 4PDEZ Q,, FRaNI ZN 6 ~ucM. / PAGE. ATTIC PLM IONP~ SCALE: 41= 11-0" 4 ARCHITECTURAL ASPHALT 2- C" LVL RID 5IMP50N C52 2- I G" LVL RIDGE W/ z 51MP50N C520 CONNECTOR ROOFING WITH 15# FELT AFT (TYP. ALL RAFTERS) OVER All CDX PLYWOOD (TYP. ALL ALL RAFTI WITH ICE C WEATHER SHEILD N p N 51MPSON @ PERIMETERS 4 VALLEYS N H7 CONNECTOR \z Xe" 2^ 12 keR_R.@ 15 3-2°X0"LEADER w/4"MULUON, 0 R.R. O FASCIA w/ VENTED SOFFIT / " X 6" C.T. @ 16 PROVIDESIMP50N C520 iV ~zD m STRAPPING ABOVE ALL N Q - Z WINDOWS € EXTERIOR DOOR5 NEW 2" X G" STUD WALL I G" O.C. W/ R-19 INSULATION, G" z 2" X I O" ACQ LEDGER BOLTED O GYPSUM BOARD OFT~ TO EXISTINGFRAME WITH 5" w C "I CDX PLYWD. SHEATHING } d OFf N)~ N BIT . UNrfN15HED "LEDGERLOK" SCREWS @ 16' O.C.; p W/ TYVEK' HOUSE WRAP; CEDAR UN BIT . UNf 511AKE SIDING TO MATCH HOUSE MANG SHED RAffTtKS PROM N \ WITH 51MP5 LEDGER 0N L U28 CONNECTOR m 12 NE 2" G"5 JD _ 12[- F ME LL 2°ke., 14 V RR @ IG"C 51MP50N H7 0 PLYWOOD SVUBFLOOR 2" X I O" C.J. @ I G" OA J" C.J. @ 16' O.C. CONNECTOR z O O USE 51MP50N HU SERIES 2' X 6 C.J. I G' O.C. - O 1 1~9 ' CONNECTORTO CEILING JOISTS @ FLUSH HEADER REP NAME IXI5TI NG EXTEF IE EXISTING EXTERIOR 3-7' ~'LVL HEADER w z w O O O WALLS -2"XG"@ IG"C 2" X G" @ I G" O.C. e' Cox PLYWOOD 5HEATI GARAGE 'LYWOOD SHEATHING s O TYVEK'4 CEDAKSHAKE5 CEDAR5HAKE5 z N U m w z u G C Z V N 41[ COWMN BURIED IN 2-2"X8"ACQ SILL PLAT 3" ACQ SILL PLATE NEW I O" SQUARE PERMACA5T RIMITESHEILO COLUMN WITH CAP € BASE; PROV. 2'-9 X 2'-0"X I'-O"POURED OVER TERMITE 511010- I LL SEAL; 51M75ON CM5T 14 W/ ITT 14 GAUGE s CONCRETE FOOTING OVER51LL5EAL; a' DIAMETER ANCHOR BOLTS PROVIDE SIMPSON C52C E SIMPSON C520 STRAPPING € HOLDDOWN5 W/ 7" MIN. DEPTH @ 48" O C. W/ LPT4 CONNECTORS CONNECTORS W/ MIN. 3"X3'NA' WASHER DRILLED EX15TING SLAB REMAINNING INTO EXISTING FOUNDATION WALL STONE PATIO ON GRADE IBE-NEVCAEQSittP W z NEW FOOTING UNDER a" DIAMETER ANCHOR BOLTS z O POSTS W/ 7" MIN. DEPTH @ 48" O.C W/ MIN. 3"X3"xa" WASHER @ PLATE C) O (n e" CONCRETE BLOCK w w FOUNDATION WAU-W/ CZ C7 I' 1" X 8" d. FTG.; PROV. _ 2-k4 REBAR IN FOOTING c9 (TYPICAL ALL AREAS) p BUILDING SECTION "AI' W N LL O NOODLES eesrET< w.F¢R SCALE: y" = I'0-O" M --0 W O NocE _ G R^`r°i mce Tor 1-11 TOP PLATE WNLLSru° .15T. G 1WIC"L GAGE TO NNOER STRAPPING l1PIS. U., BEAM TO RATER STNIPIINC TPIPL RATER TO WN.L SUITS COMUSILP N ATDEJSM INS RMf.RTO WkI STUD CONNECT ION E.E. BLOOK.L5TTS KING IT'S' wood "T" w°oolol5r zuo FLOORwre UNPILE STUD _ UBFPLOOR S.P,JNG JOIST HANGER RIM BOAPO IIEWFR b GIRDER SNDE ISi fLOORTOP PLATES d6KSUBB U- zr "UM, GIRSIX WOJp J015T _ I sr FLOOxwuL Sruo APICAL NEAUFA CONNECTION J OI ST FRAM NC DVER w°OO GI RDER JOIST FMMINC FwSn WI TN 4IRO6MEAL.. Lu TMICA.MULTI-51DRYCONNERIONS -LSiup METIl IIOIJLL DOWN 5TRAP BOTTOM PLATE SUB FLOOR EB-I 6d SINNER BOTTOIA PLATE DOUBLEJDISr_b IST. FLOOR WNL STUD MNUFAR PRER ®CWWD STUD NNlNl U0Lu aLE'B°'se - Si FL E""° 5'u WIND RESISTANT CONSTRL F CONSTRUCTION CONNECTORS Z z o m SUB., "LE SlldfLW " RIM OOmo wM IOISr nm. CONNECTIC)N LOCATION: PART P UPI JOIST F°R NOWBCARING WILLS USL. 5ILL PLATE D01 ALL PLATE PART NUMBER: NOTES: Q C~ l9 jk AE nucnOR WD M4 REEA~~ N RIDGE-TC)-RAPTER5 C52 DOUBLE JOIST FOR UNOLA A BATHTUB FOUNDATION.. SIT CONE-MIN 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS I\ z W = kiT LFNGm RAFFFP 7(1. 1A/AII H7 dPPI V Tn FG('H wAF FR n 1 rxovoe zseAnrvG as mu 1 raurvonr oN eerweex meeuosrus Reeve ~sNGrn wuLm aus rues ornersrvos e00.AUOwING coNNSn coRNeRSrus Irr Mix RAFTER--TO-PLATE H8 H8 or H2.5 APPLYTO EACH RAFTER t OF NEpp YO u sI Gwsvsr noLOSOwNIxsTAw.noN ro rRa+seecsnei~e isl ROORTO FGUNQTION CDUNrsriONS eR°N CO~O2 LL co reN unn iz~ a ~P S DEER 'P O Texmlresnie.O mN,oN Nnlis®s^OC merx nom.oowNrurun ANnroR PLATE-TO--WALL STUD CS[ osL. IILII.s J sioewuL euswuL 2ND. FLOOR WALL-"TO-15T. FLOOR WALL LFTA or C520 I v APPLY TO EACH WALL 5TUD * IT rto ovcRLrs aolrrtsi NALL LFTA or C520 @ 30 APPLY TO EACH WALL STUD rovuonrlOx wul sneAR wuL mRNLeeouxccrlON HEADER-TO)-JACK STUD C52 ~~~LL 2 C520 @ 12" APPLY TO EACH JACK STUD y ~'-,y_4y3 N~ ryO 0 2 O ~~C> CRIPPLE 5TUm-TO-HEADER H3 APPLY TO EACH CRIPPLE 5TUD SILL Fl T6 TO F IDMO ON ANCHORING SHEAR WALL NOLLDDOWN ANCHOR 5` Z 55751 G APPLY TO EACH 51DEWALL END S. 'A'PB PAGE: CONSTRUCTION DETAILS k WIND LOAD PATH CONNECTION DE7AIL5 I5T. FLOOR-UNDER-SILL PLATE C C520 WRAP UNDER DOUSLE SILL PLATE (L)5E WITH 3' SQUARE WASHERS) WT Ta scN USE THE FOLLOMNG OR APPROVED SIMP50N METAL CON FOLLOW MANUFAC,"FURES RECOMENDED INSTALLATION INS] MP50N METAL 00NNECTORS FOR PROPER WND RE5151 ANT CONSTRUCTION IN5TALLATION IN5TRUQ1ON5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY GENERAL NOTES: } The information oa this set of ccmtmcbran documents rs to relate bas, design FRAMING NOTES: PLUMBING 4 I-iVAC NOTES: ES: intent and framing details. They are intended as a construction aid, not as a by a duly licensed plumber and must conform and adhere substitute for generally accepted good building practice and are in compliance with All lumber is to be Douglas Fir #2 or better at I G' on center All plumbmg work shall be done by a duly hcensed p current New York State budding codes. The general contractor is responsible for to all New York 5tnte bsldrg codes fl saftey o,geo,ment. saftey regmrements. providmg standard construction details and procedures to ensure a professionally All wood framing m contact with concrete or masonry is to be pressure treated. 'ACQ' designation finri structurally sound and weatherproof completed product. refers to currerk arsenic-Free treated wood standards and shall take the place of'CC1Y If wall plates or joists are out during the mstallatror contractor must provide appropriate bracng to tie framing unng the installation of plumbing fixtures or equipment w acing to be framing back together. • General contractor to coordinate all subcontractors, scheduling of work and Z N i All Td's are to be metalled in accordance with the manufacturer's speeficatona and shall include interaction between trades. squash blockng web stiffeners at bearing poirhs an girders and other load bearing areas Baseboavd heating is to be hot water and zoned. I water and zoned. Plumbing contractor Is to O _ The contractor is responsible for ensuring that all work and construction meets adequately size the system and place the baseboards In a he baseboards In an unobetructme location in each room U N me thermostat for each zone will be required Z Z m p or exceeds current federal. state and local codes. ordinances and regulapons, etc. 5tructurzl Steel A5TM A3G - FY = SG r,51 required to recueve heat. Minimum of one thermostat for e ` These codes are to be considered as part of the spenfitations for this building plan. • All straps, connectors, plates, bolts, nails, etc. are to be galvanaed. Designated connectors, straps. Mechamcal subcontractor is responsible for adhern ~pom ble for adhering to all applicable codes and U Q Z If in the course of construction, a condition exists which disagrees with that as etc on these drawings are my by Simpson unless otherwise indicated. All connecors, straps, etc are to be sagely regnremreni indicated on these drawings, the contractor shall stop work and notify the designer nadeNbolted in accordance with the manufacturer's speafications. t the engineer immediately. Should he fail to follow this procedure and continue work. HVAC smbcontractor to fully coordinate system Oaf ordmate system data < requirements with the Z_ he shall assume all responsbdity and liability arising therefrom. t supplier and to finalsystem la layout draw • All floor sheathing is to {be i AG type plywood, tongue t groove and all be glued and screwed to equipment provide .o yo system? layout drawing and submit It to general contractor, 3 w W • Dimensions take precedent over scale - DO NOT 5CA(E DRAWINGS. the floorjorsts (G" o.c. edges { 12" v.c. field) owner and equipment supplier for final review R approval. evee, It approval V Q y ~ N ~ LD • The designer has not been engaged for construction supervision and assumes no . Sold blocking is to be msGlled every 8'-0° max on mid span of all floorjoiets with spans exceeding ELECTRICAL NOTES: responsibility for construction coordinating with these plans. nor responsibility for B'-0'. Slockng is to be metalled at all point bad bearmg points. onstMalarn means, methods. technrquce, sequences or proceeduree or for saftey precautions and programs in connection wrath the work indicated. There are no All electrical worke, .br~e BOARD OF FIRE UNDERM OF FIRE UNDERWRITERS approved and to include Install double )Dints under all Partitions running parallel installation of fnubures t s ificadons as indicated on l n: warranties for a specrfic use expressed or implied in the use of these plans. pee pa s indicated on plane. Light futures to be supplied by O all outlets requred at bathrooms and extenor areas. Install be done in strict accordance with the New York State Code O • Contractor to provide hardwired smoke detectors, with battery back up, and with All exterior wall headers to be 2- LVL's as indicated on floor plans I, sections and all interior owner and installed by contractor. GF outlets required at no rntervemng switches, on all floors and m each bedroom. Verify with fatal code headers are to be 2- 2" x B" unless otherwise noted. All headers exceeding 5b" shall have a double outlets as Pen code. All wnrkis to be done r stock by a hcensed elcobrucian All new scotches be 'lies 0 outlets to be Levtion, standard, supplied a Installed Q requirements as 5edmn 8317 New York State Residental Construmten Cade ack stud with a sin 1g e king stud t on extenor walls provide double sill plate (typ reef. k outlets to d per ) by contractor. . Contractor to do all hook-ups as required ok-ups as required for bathrooms. Z O Install carbon monoxide detedore as per code. O FOUNDATION NOTES: Provide insulation baffles at eave veins between rafters and soffit vents as indicated on plans Z O LF O O • General contractor to review plans, elevators and details to determine Exterior flashing rs to be adequately notified at all connectors between roofs, walls. intended heights of finished floor above typical grade. chimneys, projedrons and Penetrators as required by approved Constrdron Practices, z N O ~ NAILING SCHEDULE • Footings shall bear on undisturbed sod within bearing rapacity of 1.5 tons/sq.R FLOOR PLAN NOTES: N, Z U N • Concrete shall be FC = 3,500 PSI Q 28 days , Dimensions shall take precedent over scale drawings, DO NOT SCALE pRAWING5 2001 SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DE5CRIPTION NAIL QUALITY NAIL SPACING • Concrete on 4- sand or gravel fill minimum, with GxG - 10110 welded wire mesh All mtanor walls to be covered with i gyspusm board with metal corner remforcmg. All ROSE FRAMING reinforcement. Interior slabs to be placed on G mil. stabilli polyethylene vapor drywall roducts, including board, screw, t tom shall be US R( RAFTEK10 TDPPLATE TOE NAILED 6-01 WALL 3-6d PERRAFTER barrier. Welded wire mesh is to be placed in the top third of the slab and is to be ar g gypsum joint pounit topee v trim adequately rted recast concrete bar 5a rts to assure that the reinforcement Gypsum Co. or approved equal. All forte shall reaeve 3 coats ofjomt treatment. Sand final V supported by p faro coat to a uniform smooth surface. All walls, cOllmg and interior of closets to be taped and 1OLD- WALL 45d PERRAFfEK is held in position during concrete placement and finishing. Ci spackfed, 3 coats, ready for paint. CEILING JOIST TO TOP PLATE TOE NAILED 6--0' WALL 3-5d FEKJO151 LLJ Z 10--Di WALL 4-8d PERJOL5T O CEILING JOIST TO PARALLEL RARER `-ACE NAILED SEE TABLE 3 7 EACH LAP Z Q • Isolation joints are to be installed between the slab and the walls. Use preformed Isulaton ratings and metallaton locations as indicated on floor pons µ sections CE fort filler that is to be cut 112" below the slab surface and the resulting Tart is to be filled CE CEILING JOIST LAF5 OVERPARTITIONS `ACE NAILED SEE TABLE 3 7 EACH LAP W wth an abstomericjornt sealant. C( Walls common to garage and house to h{ave a layer of a fire rated gypsum board at 5v1~ COLLARTIE IO RARER FACE NAILED SEE TABLE 34 PER TIE Q 0 BLOCKING 10 RARER TOE NAILED 2-5d EACH END W RIM BOARD TO RAFTER I END NAILED 2-I Gd EACH END W W General contractor to install cop-r-tax ( or copper) sheet metal termite shedds garage side with 5'-0" return on adjacent walls 1, ceiling. Provide 2 layers of o fire rated RI between all wood surfaces that are exposed to concrete or masonry surfaces gypsum board on all engineered lumber as required by manufacturer apeciBratons W WALL FRAMING I OF PTATF 1"0 TOP PLATE FACE NAILED 2- I Gd PER FOOT • Dampproof exterior of foundation .11 with a brtummous coatni Foundation All Lai t kitchen area walls and callings adjacent to wet areas to have water restart IC excavation is not to be backfilled prior to the retaliation of the floor framing, drywall. and provide wonderboard for all areas sat to reaeve file TC TOP PLATES AT I WE R5ECTIONS EASE NAILED 4-1 Ed IOINrS - FACT 5IDE 51 STUDTOSTUD FACE NAILED 2-1 Gd 24" O/C O DESIGN LOAD CALCULATIONS Hf TC HEADERTO HEADER FACE NAILED 16d I G" O/C MANE EDGES W N TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD LL O0 3-1 Gd PER 2X65TUD LLI 0 MINIMUM UNIFORMLY D15TRIBUTED LIVE LOADS (Ibsf) 4-1 Gd PER 2X8 STUD (n EXTERIOR BALCONIES GO & 60 BOTTOM PLATE TO FLOOR JOIST. DECKS 40 40 SANDIOIST, END JOIST, OR BLOC KI NO FACE NAILED 2-IGd PERFOOT ATTICS WITHOUT STORAGE 30 FI 30 FLOOR FRAMING ATTICS WITH STORAGE 40 Jc 40 JOIST TO SILL, TOP PLATE, ORGIRDEK TOE NAILED 4-ad PEKJOIST ROOMS (OTHER THAN SLEEPING ROOMS) 40 Ed SLEEPING ROOMS 30 BI 40 BRIDGING TO JOIST TOO NAILED 2-Bd EACI'I END 30 BLOCKING TO JOIST TOE NAILED 2-56 EACH END BLOCKING TO SILL ORTOP PLATE TOE NAILED 3-16d EACH ELDON IF CRITERIA FOR CALCULATION OF DEAD LOAD LOc~ LEDGER51RIP TO BEAM FACE NAILED 3-I Ed EACH J015T JOIST ON LEDGER TO BEAM TOE NAILED 3-ad PBRJOIST ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A V A.I.A SAND JOIST TO JOIST END NAILED 3-1 GrJ PERJOIST ARCHITECTURAL GRAPHIC STANDARDS SAND J015T TO SILL ORTOP PLATE TOE NAILED 2-16d PERFOOT ROOF SHEATHING SNOW Rf 51 STRUCTURAL PANELS Z GROUND SNOW LOAD 45 Its. 45 lbs. 4' PERIMETER EDGE ZONE - 16" D/6 - 6" AT PANEL EDGES - G) ad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIORZONE-LOO/C-0ATPANELEDGF5AND 12'AT SEISMIC DESIGN CATEGORY B r-C EL WIND EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED J WIND SPEED 120 m h CI d20- ad INTERMEDIATE SUPPORTS IN THE PANEL FIELD W FOR ROOF SHEATHING WITHIN 4'O" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'C"PERIMETER CEILING SHEATHING (n O OI EXPOSURE CATEGORY B G GYPSUM WALLBOARD 5d OCCURS 7"EDGE/ O" HELD Z Ln il W U WALL SHEATHING O Z - STRUCTURAL PANELS ad 4'EDGE ZONE- 16"O/C-G" AT PANEL EDGES AND 12-AT TABLE 8301 .6_ 51 INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z ~ (Y) IIP~ ad INTERIOKZONE-16"O/C-OATPANELEDGESANDIp'AT Q0~u INTERMEDIATE SUPPORTS IN THE PANEL FIELD z _ ALLOWABLE DEFLECTION OF 5TRUCTU RAL MEMEBER5 .rON FIBERBOARD PANELS 7/16" Gd 3" EDGE 0i FIELD STRUCTURAL MEMBER ALLOVNABLE DEFLECTION r-n 25/32' ad 3" EDGE/ G" FIELD W 1 Rafters having slopes neater U180 G' Gv UPV WALLBOARD 5d COOLERS T" EDGE/ I O" FIELD u O than 3112 with no fmisted celIIn ad 'EDGEZONE-IG"O/C-G" AT PANEL EDGE5 AND 12" AT attached to rafters IIARDEOARD IN RMCDIATE SUPFORT5 IN THE PANEL FIELD ad INT q~ IG'O/C-G"ATPANELEDGESAND 12"AT Interior walls 6 partitions H/180 al TS IN TI-P PANEL FIELD Floorsd plastered cetlin s U3 SO ~P .D All other structural memebers L/240 rt si FLUCTUR LPANEIG ~I STRl1CTUR Y. A PANELS - I"OR LE55 ad SAE 'F L6f'~* Exterior walls with plaster or 111360 9 stucco finish Nab, regwirements are based on wall sheathing noMd 9inches O C at the Panel edge. If Ira thi f ^ lrc s© at the panel edge D, oblam Exterior walls - wind loads with U240 higher shear cap oties, nailing requirements for structural members shall be doubled, or alter, z , -&he ,shall be used to r,mtam the PAGE' lead path. F~ryo 6 •5,d`L ~Ca brittle finishes Fxtenor walls - wi n d loads with U 1 20 When wall 4-Lhmg is conLnuous over connected members, the L.WlEI ed number of napils shall be R d W I Gd nail per fact. Corrgion resistant I I ,e roohn nails and I G o ,e sta a rmto,d, check EC I for additional flexible 'nishes SEIEEI~ -RTH RESIDENCE N O O J N N O w < C z LU- U1 UL ~i~ - u ~I I III I Y C9 _ _ ¢ Y 1J i1LLu L II~LLLII L _I V LWJ III - II u_u u~J~u uuuU L zs ~ 26 -2 -u-~-L~ 26 2 - O Q O W L111~ - I1~11T~~„ T, ,LJ~ I[LJJ_II 11 a ~I uJ Li -L L u -LPL ]I [ s O O K - IUI~IILJI~IE II Z O _LLiLl ® 11!IJ II1, 111111 N O O_ LULI J- L NEW PATIO k ROOF 26 -UJIJJ-IJ ~ I IIII z z O 26 LL .1~ L~ - _ Z ~NN U OVER LLLL= II IIIL_L1 IIIILILL 11 _ I I IIII z U N Hill 11 A HILLLUL LL-~W W 1 iL- FWG0008 _l_L L.L -L iuilULL LiLl I I 1111111 IIH III ILLLL _ - m IL Hill III Hill 11 111 11 111 ILL I Id I I U-i z O FRONT ELEVATION WATER51D ,TERSIDE ELEVATION C) 0 SCALE: 4' = 1'-0" SCALE: g' = 1'-O" W w ~o Lu U II L O w0 III MOVED AS NOTED DATE' *-L-'?-bL L-'? OCCUPANcynr? ~JS I I_~f I.'Jf-U FEE: BY ',"Ifl. " CERTIFICA G z h NOTIF BUILDING DEPARTMENT I ' f ! ' I"" _ 765-1812 B AM TO 4 PM FOP _ ~yryp FOLLO NG INSPECTIONS F NDATION - T"r' _ POURED CE iCh D/ V - 2 ROUGH-FRAMING LV Z 3 SLAT101: ~ o Lp ® vtPPIN~ JK~ 4 F CONS*el Ir-~^v - - } M S = 001,4'. W ALL ON°'IICI'O% ZBA FINAL MAP O L6 U R°0 HIRED. " EE DECISION # U Z YOP STA I _ DESI N OR C\/I..,,WCTIGN ERRORS w U Z z p m V U O u zLuz Lu I,- F KI I ~ KI ~ I ~ U EXISTING FRONT ~ WATERSIDE ELEVATIONS ONS SCALE: q" = I'-O" r ` PAGE: ELECTRICAL pp g w O o ZNo < Q~z z ~a oNOm a v WALL LEGEND: 26310-TEMPERED T WALL TO REMAIN r ~ I Q O F O O UP NEW CONSTRUCTION w p z z,, x 4" f NEW STAIR IN III SHEATHIRAMP! D FIO N O MATH CONSTRUCTION PLACE OF EXISTING III= OF EXISTING EXTERIOR WALL5; TIO N O O N = ? 00 U PROVIDE 2- 2" X 8" HEADERS d d ~ 4 ~ 'AZEK'BEADBOARD Illy ABOVE NEW WINDOW t DOOR ON CEILING w MATCH HEADER HEIGHTS TO EXISTING w ING w I N z U n IIh2 EHISTING15N ED RR WHERE NECESSARY TO REAAA I ~ IIIQ" IC" SQUARE PERMACAST Ill COLUMN WITH CAPt BASE DETAIL (TYPICAL ALL) STUDIO V O EXISTING TO REMAIN, Z UNHEATED I W O PATIO ON GFADE § GARAGE 8'-O" CEILING HEIGHT III EXISTING TO REMAIN w 2" X G" C.J. Q IG"OC. ' 0 secnaN W N PROVIDE NEW K.P. III =F~n~~ TO REMAIN NECESSARY G SHED R.R. W O i I I VIII 4 w TO REMAIN o d I I ~ x. w 2"X IC°R.R. NII I~ I ~I @ I6 . m I I ~ III I I ~I 2- 1 q" X I I a" WIL I NEW 10-0" X 7'-0" GARAGE DOOR HEADER ABOVE DOOR DVL2030 U- GARAGE PLAN ATTIC PLAN zm SCALE: 4" = I'-O" - SCALE: 4' = P-O" LLI z 1--j oz u DOu ~ } Z In U ~ Oz~ SLI llc;iur+r ZZOm _ Q C9 0 ~D COS~~ z ~ W ~ QD f E " PAGE: ioa 0 w N 0 p F 7 FOUNDATION WALL LEGEND: SEND: p ~ O J EXISTING FOUNDATION OUNDATION z Oz N p WALL TO REMAIN EMAIN O N N w ¢ ~ z CONCRETE "50 OTFOOTIN WJ POURED 12 8" POURED CONCRETE CONCRETE ° 2'-O"X 2'-0"X I'-O"d. FOUNDATION WALL 7N WALL z (TYPICAL ALL FOOTINGS) WITH 1'-4" X 8" FOOTING, X 8" FOOTING, w w MINIMUM 3G" BELOW GRAD 3O BELOW GRADE V 1 Y p ID p m ° GARAGE SLAB O OO p FO1 q o 8" POURED CONCRETE F O O Z O ~ O ~ FOUNDATION WALL W/ O 1'-4" X &,L PTG.; PROV. ° 2- N4 REBAR IN FOOTING z In O IXISTING FOUNDATION z U N WALL5, FOOTINGS 4 e' DIAMETER ANCHOR BOLT5 b s An 51AB TO REMAIN WJ 7" MIN. DEPTH @ 48" O.C. W/ MIN. 3"X3"xL" WA511ER @ PLATE PROVIDE SIMPSON PHD5 HOLDDOWN OYP. 2) ANCHORS AT ALL CORNERS W z THROUGHOUT U O Z Q VG RIDGE O MAIN IXIbiING N \ REPLACE E EMAIN LLJ (aw9 NECESSA~ K GE DOOR \ \ EXI5TING STUD WALL TO REMAIN W N 2" X 10" ACID LEDGER BOLTED IL O TO EX'15TINGPRAME WITH 5" W O PLEDGER-OK!' SCREWS @ I C" O.C.; cJ) \ \ HANG SHED RAETEK5 FROM LEDGER FOUNDATION PLAN WITH 51MF50N W28 CONNECTOR SCALE: I'-O" 2 x I ° P.P. @ 16"p.C. 12 SIMP50N H7 `i REMOVE EXISTING JOISTS TO REMAIN RAFTERS CONNECTOR i tfX15TING - T NEW 3'-O" POURED CONCRETE APRON @ GARA 2" X 6" C.J. @ 16" O.C. REPRAME X5- REFRAME EXISTING EXTERIOR 3- 2" X 8° HEADER WALL - 2x4 @ WALL - 2x4 @ I G" O.C.; z' CDX PLYWO( z' CDX PLYWOOD SHEATHING 2- 2" X O" HEADER; TYVEK F 5HAKI TYVEK F 5HAKE5 TO MATCH PROVIDE SIMPSON C520 ' ` STRAPPING ABOVE NEW b V - 2- 2" X 4" AGO 2- 2" X 4" ACID SILL PLATE WINDOWS k EXTERIOR DOOK5 NEW 10" SQUARE PERMACAST Z OVERTERIM ITE OVER 51 LL 5EA OVERTERIM ITE SHEILD COLUMN WITH CAP t BASE; PROV. OVER SILL SEAL; 51MP50N CM5T 14 W/ ELT 14 GAUGE PROVIDE 51MP PROVIDE SIMPSON C520 STRAPPING t HOLDDOWNS W Z W/ LPT4 CONN. W/ LF74 CONNECTORS J STONE PATIO ON GRADE O Rp LO a" DIAMETER ANCHOR BOLTS O W Nn W/ 7" MIN. DEPTH @ 48" O.C. Z l W/ MIN. 3"X3"xa" WASHER @ PLATE V - ea rrn 8" POURED zzom FOUNDATION WALL CONCRETE W Zco= 1'-4" X 8" 6. FTG.; PROM. n .H- (TYPICAL ALL AREA5) vV K ~O .:.,~vr ivcdi j~o euiLW BUILDING SECTION "A" r" a SCALE: 4' - SCALE: a• - P_O" ~Ir t I„ PAGE: YX A. v131 I GENERAL NOTES: The mformatmn on this set of Coretruetor documents re to relate basic design FRAMI NG NOTES: PLUMBING d 11VAC NOTES: intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good building practice and are in compliance with All lumber is to be Douglas Fir N2 or better at I G" on corder All plumbmg work shall be done by a only licensed plumbe current New York 5tate bmldmg codes. The general contractor is responsible for to all New York 5tate budding codes t saftey requirements. luly licensed plumber and must conform and adhere proOd ng standard construction details and procedures to ensure a pmfessonallY All wood framing in contact with concrete or masonry rs to be pressure treated. 'ACQ' designation requirements. `n mouthed, structurally sound and weatherproof completed product, refers to current arsenic free treated wood standards and shall take the lace of'CCA' W P If wall plates or joists are cut donne the installation of ph General contractor to con' dinate all subcontractors, scheduling of work and contractor must provide appropriate bracing to 4e Raining back he mstallatlon of plumbmg fixtures or egnpment O to be frammg back together, z interaction between tradesAll TJI's are to be installed rn accordance with the manufacturer's specrflcahons and shall include LF squash blocking web stiffeners at beanng points on g rdern and other load bearing areas Baseboard Feature is to be hot water and zoned, plumbu • The contractor is responsible for ensuring that all work and construction meets adequately size the system and place the baseboards in an unob and zoned. Plumbing contractor 6 to z p - N or exceeds current federal, state and local codes, ordinances and regulations, etc. 5tructural Steel ASTM A3G - FY = 3G ICI required to reneve heat. Minimum of one thermostat for each zi ,,boards in an unobstrucbme location in each room O O 13r3ru Inne'tat for each zone will be requited Q Z N Q These codes are to be considered as part ofthe specificatrns For this budding plan. K N IF In the course of construction, a condition exists which disagrees with that as All straps. connectors, plates, bolts, nails, etc, are to be galvanced. Designated connectors, straps, Mechanical subcontractor is responsible for adhering to L indicated he these drawings, the contractor shall stop work and notfy the designer etc. on these dolwor, are my by 5impeon unless otherwise indicated All connectors, straps, etc, are to be saftely requmements. 01, for ache", to all appllcadle codes and N Q N- z t the engineer immediately. Should contractor d ed in accordance with the manufacturer's specifications ? fad r i folio top procedure and continue work, naile bolt he shall assume all resp ly,tr5h and eb it tanol therefrom. ? • HVAC subcontractor to fully coordinate system data \ re e system data t requirements with the • All floor sheathing to to be q" AC type plywood, tongue ? groove and shall be glued and screwed to equipmed supplier and to provide final system{ layout drawing ant Dimensions take precedent over scale - DO NOT 5CALE DRAWINGS. the floorjoists (G" o., . edges 2 12" o. c. field) owner and equipment supplier for final review T approval. n layout drawing and submit it to general contrzctor, Z J t approval a U Q } • The dcergner has not been engaged for construction supervision and assumes no 5olid blocking is to be installed every 8'-0" It or mid span of all floorjoists with spare exceeding responsibility for construction coordinating with these plans, nor responsibility for 8'-0', Blocking is W be installed at all point load bearing points. ELECTRICAL NOTES: Lo o m construction means, methods, techniques, sequences or proceedures or for sail precautions and programs in connection wth the work indicated. There are no All electoral work to be BOARD OF i UNDERWRITER5 warranter for a spenfic use expressed or implied in the use of these plans. Install double • Jorst s under all partitions runnrng p allel a metal) i of homes t specthcatons as mdtrated on plans. Lrl RE UNDERWRITER5 approved and to include ated on plans. Light futures to be supplied by • Contractor to provide hardwmed smoke detectors, with battery back a owner and metalled by contractor GFI outlets required at bathe ry p. and with All ederror well headers to be 2- LVL's as Indicated on floor plans * sections and all mten°r all outlets as per code All work ne to be done in strict accordan o mtervening switches, on all floors and in each bedroom. Verify with local code headers are to be 2- 2- x 8' unless otherwise noted. All headers exceeding 5'1 shall have a double by a Fcensed electocian. All new snitches 4 outlets to be Levrtr s requned at bathrooms and extenor areas Install O e IF strict accordance with the New York State Code requrements as per Section 8317 New York 5tate Resrdental Constructor Code. Jack stud with a single king stud d on bell or walls provide double sill plate (typical). outlets to be Levltlon, standard, supplied it Installed - Install carbon monoxide detectors as per code, by contactor. Contractor to do all hook-ups as required for bat as regmred for bathrooms, z O O FOUNDATION NOTES: Provide rental baffles at cave vents between rafters and soffit vents as Indicated - plans O z • General contractor to review plans, elevations and details to determine Ederror flashing Net to be adequately installed at all connections between roofs, walls, intended heights of fimshed floor above typical grade, chimneys, projections and penetrations ae required by approved constrction practices. N O O _ O Footage shoo bear no undisturbed soil within bearing capacity of 1.5 tone/sq.ft. FLOOR PLAN NOTES: DESIGN LOAD CALCU LATION5 NAILING SCHEDULE ~ G Concrete shall be INC = 3,500 P51 p 28 days Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (flki C U VI 2001 SRO HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL z Concrete on 4' sand or gravel I minimum, with 6x6 - IO/I O welded cave mesh EXTERIOR BALCONIES GO C.0 JOINT DE5CPIPTION 1i NAIL QUALITY NAIL SPACING reinforcement. Interior slabs to be placed on G Ind. stabdiaed polyethylene vapor All interior walls to be covered with s' gyspusm board with metal corner coal All DIf CK5 40 barrier. Welded wire mesh is to be placed in the top third of the slab and is to be drywall products. Including gypsum board, screw, joint compound, tapes it trim sha 11 be U.5. ATTICS WITHOUT STORAGE 30 40 adequately supported by precast concrete bar supports to assure that the reinforcement Gypsum Co. or approved equal All pmts shall reneve 3 coats ofjoint treatment Sand final ATTICS WITH STORAGE 40 30 ROOF FRAMING is held in positron during concrete placement and finisMng coat to a uniform smooth surface. All walls, ceilmg and mtenor of closets to be taped and 40 RAFTER TO TOP PLATE TOE NAILED B'-O" WALL: 3-5d PER RAFTER 10'-0" WALL 4-8d _ PERIST _ spckled, 3 coats, ready for paint. ROOM5 (OTHER THAN SLEEPING ROOMS) 40 40 CEILING JOIST TO TOP PLATE TOE NAILED B'-O" WALL 3d PERJOJ015T LLI Z Isolators joints are to be installed between the slab and the walls. Use preformed SLEEPING ROOMS 30 Joint filler that is to be cut 1/2" below the slab surface and the resulting joint Is to be filled Insulator ratings and installation locations as mdirated on floor plans of sections 30 10'-O•WALL 4-Bd PER JOIST / J O CEILING JOIST TO PARALLEL RAFTER FACE NAILED F with an cbel mencjomt sealant. CRITERIA FOR CALCULATION OF DEAD LOAD CEILING JOIST LAPS OVER PARTITIONS SEE TABLE 3.7 EACH LAP z IFACE NAILED SEE TABLE 3.7 EACH LAP W j • Wallis common to garage and house to have a layer of a fire rated gypsum board at ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I A. O A.I A. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE Q O • General contractor to metal) nop-M1tex ( or copper) sheet metal termite fill garage vide wdh 5'-0" return on adjacent walls fl ceding. Provide 2 layers of e' fire rated ARCHITECTURAL GRAPHIC STANDARDS between all wood surfaces that are exposed to concrete or masonry surfacec gypsum board on all engineered lumber as required by manufacturer speefisabous BLOCKING TO RAFTER TOE NAILED 2-Bd EACH END W RIM BOARD TO RAFTER ',END NAILED 2-IGd EACH END un K LLJ Dampproof edenor of foundation wall with a bituminous coating; Foundatoa All bath a btchen area walls and cedmgs adjacent to wet areas to have water resistant SNOWGRO ,n cavapon 6 not to be backfilled poor to the mstallat nn of the floor frammg. drywall. and provide wonderboord Inr all areas set to remove Life. UND SNOW LOAD 45 lbs. WALL FRAMING 0~/ (9 45165. TOP PLATE TO TOP PLATE IFACE NAILED 2-IGd PER FOOT TOP PLATES AT IMERSECTIONS IFACE NAILED 416d JOINTS - EACH SIDE STUD TO STUD 'FACE NAILED 2-1 Chi 24"O/C 5EISMIC IDZ51GN CATEGORY 13 HEADER TO I WAGER IFACE NAILED IGd IG"O/C ALONG EDGES LLJ N 9 TOP OR BOTTOM PATE TO STUD END NAILED 2-IGd PER 2X4 STUD LL_ O 3-I6d PER 2%65TU0 _ W O WIND - 4-IGd PER 2X5 STUD LIZ WIND SPEED 120 mph BOTTOM PLATE TO FLOOR JOIS(, - - _ - 1 20 m h BANDJCIST, END JOIST, OR BLOCKING FACE NAILED 2-1 Ad ' - _ PER FOOT EXPOSURE CATEGORY 13 B FLOOR FRAMING JOIST TO SILL, TOP PLATE, OR GIRDER 1 TOE NAILED 4-ad PERJOIST BRIDGING TO JOIST TOE NAILED 2-ed EACH END TABLE R301 G - I BLOCKING TO JOIST 'TOE NAILED 2-bed EACH END „a,a„in~,n,a a^nrn ALLOWABLE DEFLECTION OF 5TRUCTURAL MEM91i BLOCKING TO SILL ORTOP PLATE TOE NAILED 3-IGd EACH BLOCK UEDGERSTRP TO BEAM i FACE NAILED 3-1 go EACH JOIST mull STRUCTURAL MEMBER ALLOWABLE DEFLECTION TO7 sal Rafters haven sl es greater U 180 CTION JOIST ON LEDGERTO BEAM iTOE NAILED 3-6d PERJOIST BAND JOIST TO JOIST END NAILED 3-194 PERJOIST v woos wAa than 3/12 with no finished cellar BAND JOIST TO SILL ORTOP PLATE TOE NAILED 2-IGd PER FOOT TmurwaEro xarrrnsTenrnrw Inv rr,a-rr ense;msellrt .II.i e-Noa.-I.TO„„ronou eldrenw v,-N-wnrrsuorA„„e.„en attached to rafters ROOF SHEATHING STRUCTURAL. PANELS - - U - Interior wallst partitions H/180 4' PERIMETER EDGE ZONL I G" O/C - G" AT PANEL EDGES z Floors S Plastered irc s U3GO 8d AND AT INTERMEDIATE 5UPPORTS IN THE PANEL FIELD a„n srrewnv.T"n cuti erox All other structural memebers _1240 INTERIOR ZONE - IG"O/C - G' AT PANEL EDGES AND 12'1 AT Bd INTERMEDIATE SU PPORTS IN THE PANEL FIELD W z Po,'nr wooo.o „ DO-Rom a "r s r Exterior walls with )aster or H/360 atorux= ina wx tim ao. isc stucco {Irish FOR ROOF" AH MEWITHIN 4'-C" OF THE PERIMETER EDGE OF THE ROOF, INC W DING 4'-O" ON EAChI51DE OF THE ROOF PEAK, THE 4'-D" PERIMETER EDGE ZONE ATTACH REOIJ IREMENTS SHALL BE USED J ~ LD "m so "n°° - iSr I.-TOrru ,wx Exteror walls U -wind loads with wror ra 240 wrrr,orsr s. rtoo.w.t.a brittle finishes CEILING SHEATHING Q (n O 9 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10' FIELD z LO roiar I NMl„nowr.wrrrGi- Hmmewuiw ruin wni Norcieii -it. Hw.n=Ir=ow,raio„ Exterior walls-wend loads with U120 WALL SHEATHING - - O W flexible finishes STRUCTURAL PANELS - - 8d 4'EDGE ZONE -16"O/C-6"AT PANEL EDGED AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD z m v c II D". sT"r 6d INTERIOR ZONE -IG"O/C-G" AT PANEL EDGES AND 12" AT Q(9 INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD PANE15 17/1 G" Gd 3"EDGE /G"FIELD aoounv,r~x oouaFS~ar _ ,eT. eaonwnu Brun -or rru~~e rin't ITA IV- _ GYPSUM WALLBOARD Sd COOLERS J" EDGE / I D" FIELD O TO 111 I 8d 4'EDGEZONE-IG"O/C- W AT PANEL EDGES AND I2"AF ooUa~,olsTr\ ~~"N",ol5. raaxo+. iou~ s'"'N°R A1K11oa~ Isl~~IHl"" WIND RE515TANT CONSTRUCTION CONNECTORS tIARDEOARD INTERMEDIAT 5 RTS IN THE PANEL FIELD zmut¢xcnl pk+mm. -TO-RAFI'ER5 0520 21° APPLY TO EACH PAIR OF RALUNS " ;5TFL.9-~NWQFK TION LOCATION: PART NUNIIPFR NOTFS 6d INTERORZON - IG /C - G"AT P ANELEDGCS AND 12" AT INTERMEDIATE PPOR atAhtdEi~" p w~ s NOwwwulusiwnnox rse suo isr+W r1~n'cow+rx TER-TOWALL ry] onmrvuxonrlou muwrnaxs APPLT TO EACH RAFTER ER-TOPLATE tlB Or H2APPLY TO EACH R4FiFR BOOR SBEAT IIING -„/•.,/fiqr IO-WALI C520®IAPPLY TO EACH WALL STUD StRUCTURAL PANELS -I"ORIE55 Ed G"EDGE /I2"FIELD Na111 is are based on wall shsathin led G n-.hes O.C at the _I edge, Itwall sheathng led 3'n t C at L ;panel edge,bo obL LL-TOI ST. FLOOR WALL or 0520 5G" APPLY TO PACT I WALL STUD rg requvemen g nai pa Is rel -TO JACK STUD 6520 R)+ 12" APPLY TO EA CH JACK STUD 51u ITET TO FOUPOO7-nxcnowrv TUT0ryFAYIS APPLY TO GCH CRIPPLE STUD higher eheareapaele,es, rolling regm menu ter semema member snarl be do bled, ore rerrtate eonr~emre, such as sn N s, snail`, ° used to n,~amtam ttre. PAGE: OLDUOWN ANCHOR SSiB1G APPLY TO FACU SIUEWALL ENU U- THE C -UNDER-SILL"LL 0520 WRAP UN CO, IXJU5" LL PLATE CONSTRUCTION )ETA _5 B WINO L OAO PATH CONNECTION DETAILS usE WITH C" SpuARE WASHERS) When well sheathing Is m -Doer e.nrect members, Il Llw tabulated number of rIBC shall be PennAted Ere be reduced xm TO e 601111 s1.1.1MF~/l cOlw[nCRS NR P-1 WINO Rr55TPNT(O)II.10A ~ ' Corrosion resslant I I E,w ooFin W. I aM 6 a esFa les are ermltted, check IBC for addlbonal re a menu. FOLILW M1uI+FgnI+RIS R MENDED YS NLAPON IN51 Y-IONS TO KHI VE ORMOUM UTUT lOb 6SNKTr SEE FINAL MAP SEE DECISION 8 5