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Home My WebLink About42164-Z � gUFFat,�coG Town of Southold 10/19/2018 y P.O.Box 1179 o • '; 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39983 Date: 10/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 670 Holden Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2017 pursuant to which Building Permit No. 42164 dated 11/20/2017 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: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH AND DECK ADDITIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION#7131, DATED 02-15-2018 The certificate is issued to Boutzahs,Theodore&Anna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42164 10-12-2018 PLUMBERS CERTIFICATION DATED 08-27-2018 Cutch a Plum*g g \�-.1 ��dA� ho ' d Signature oSSu ��coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �Ol � dao 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#: 42164 Date: 11/20/2017 Permission is hereby granted to: Boutzalis, Theodore 568 Park Ave Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 670 Holden Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-20 Pursuant to application dated 11/13/2017 and approved by the Building Inspector. To expire on 5/22/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $311.20 CO -ADDITION TO DWELLING $50.00 Total: $361.20 136' ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. or existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: (p 1 O Ac) p c, Ct-A-3 C4_�CJA in Q L"� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section I M Block 0 �5 Lot Subdivision Filed Map. Lot: Permit No. 1W Date of Permit. Applicant:� OAA J2 t,V (�nrtich�� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � 0 Applicant Signature OF SO!/T�OI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� o roper.richert(aD-town.southold.ny.us RUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Boutzalis Address: 670 Holden Ave City: Cutchogue St: New York Zip: 11935 Building Permit#: 42164 Section 110 Block 5 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ CoraZZini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 25 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN34 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment: 2-combination smoke /co detectors, 1-bath fan, 3-paddle fans, range hood Notes Inspector Signature: _ Date: October 12 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 i 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 {C, > D MCMVIE BUILDING DEPARTMENT AUG 2 7 2018 TOWN OF SOUTHOLD MNG DEPT. r C I FOLD , i .CERTIFIC_ATIOhi 1 i Date,• Building_Pen>nitNo. 12A a Owner: (Please print) I r f _Plumber:.- JCCC�� C ka vC (`C ?�- r �.. (Please print) i i i I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. i (Plumbers Signature) - Sworn to before me this day of 20� Notary Public, sJ +County. CONNIE D.BUNCH Notary Public,State of Now York No.01 BU6185050 Qualified in Suffolk County i Commission Expires April 142-46 it !F 1 3 FSO -- - - - - - - - - - --- Uryolo UOUMV,� TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �� ✓ REMARKS: VVVI Iz DATE INSPECTOR �_.. r _. �+^"` .ice i .- f .• 4 '` M_ .__ .. . .� _- ESO 0 Uly�lo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRA_G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �ki6bmp, S DATE ! S INSPECTOR q),of VJ �pF SO(/1,�, �o� olo • �o cOUNi'1I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d t r in r Y �= WS J '�r w i 904 DATE INSPECTOR r 6�' { v FSO N O �y o 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: 10 6U, � P(t* �,V AV Lwl Sr' I" 19K/ DATE 2,7 29f9 INSPECTOR OF SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. C^ourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR / �pF 50U1H �o� Olo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ICN [ ] UNDATION 1ST GH PLBG. FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F�ISAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION CAULKING RTA MRKS: ir �- �. ® -� DATE Y INSPECTOR 4- k16 b rV SO(/Tyo # TOWN OF SOUTHOLD BUILDING DEPT. `yIOU 765-1802 INSPECTION [ ] FOUNDATION-1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ,_ 1 [ ] CAULKING f(04� REMARKS: el) �IM Vi GV DATE INSPECTOR Of SO(/lyO� * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR UrAd �� r s . r J ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631),7654802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined d ,M �a -,, Single&Separate D DTruss Identification Form Storm-Water Assessment FormNOV 1 3 2017 Contact: Approved 20� Mail to: (nnD r Disapproved r,s.S54,i ,;;?�. ;;; ZS 6�.)p(fS (leQ, �2c�r�cC ,1 1(S�4 �'O Wi�T O 5 UTbiOLD Phone: (— �(D6— Expiration ,20 �� i _ 9131 - D 1 c5 CEBuNLfug-fnspector n V APPLICATION FOR BUILDING PERMIT 0 1 17 Date 10 — 1 � , 20 INSTRUCTIONS be co etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sg s of Ins, accura e p o pan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. L� (Signature of applicant or name,if a corporation) (Mailing address of applicant) State ether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �nnP, Lt9c.c..' ?-0-(LS (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. I o(n - H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: G�)c) Al 6 cu) a o 0 . L G Gtr�C`�n to House Number Street County Tax Map No. 1000 Section `Blockw,w,M'"}i: r., iii'• ' Lot i C � „c t ;'._ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and inter d use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy — i� , Q( h- C) r- 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 mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear i ' Depth Height Number of Stories !' 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO , 1 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ' NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO / * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 0—. {tee Jn f, to V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signinA 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 wil I be performed in the manner set forth in the application filed therewith. Swor to bo e in this ay o ��tv le cam_ Ift E.Fuentes Notary Public,State of New York Nola-rymubilc QuNifted in u olk County Signature of Applicant LIC.#01 FU4811709 Commission Expires April 30, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 19, 2017 TO: Cathy Manno (Boutzalis) 325 Wells Road Peconic,NY 11958 Please take notice that your application dated October 12, 2017: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 670 Holden Avenue, Cutcho ug e,NY County Tax Map No. 1000 - Section 110 Block 5 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this nonconforming 22,519 sq. ft. lot in the Residential R-40 District, are not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum front yard setback of 40 feet. The site plan notes a front yard setback of 35.9 feet. (AJ Authorized S natu 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. _ � BOARD MEMBERS S�UT Southold Town Hall Leslie-Kanes Weisman,Chairperson y,� yp 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.GoehringerO ^�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento !�'co � Southold,NY 11971 http://southoldtownny.gov D ��aVoZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED F E g 2 2 2018 FINDINGS,DELIBERATIONS AND DETERMINATIONFEB 2 2 2018 MEETING OF FEBRUARY 1S,2018 �, ma�� ,�A 'IT ��,® e� tJGYX2 r l L F l S thold Town Clerk NAME OF APPLICANT: Theodore &Anna Boutzalis PROPERTY LOCATION: 670 Holden Avenue Cutchogue SCTM No. 1000-110-5-20 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 November 21, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 22,519 sq. ft. parcel located in the R-40 Zoning District. The parcel measures 100.00 feet fronting Holden Avenue along the northerly property line, measures 232.15 feet along the easterly property line, measures 97.37 feet along the southerly property line, and measures 237.12 feet along the westerly property line. The property is improved with a one story frame single family dwelling with an attached wood deck as shown on survey prepared by John T. Metzger, L.S. last revised June 21,2001. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's October 19, 2017, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet; located at: 670 Holden Avenue, Cutchogue,NY. SCTM#1000 110-5-20. RELIEF REQUESTED: The applicant requests a variance for front yard setback relief of 35.9 feet instead of the required minimum 40 foot setback in order to construct additions and alterations to an existing single family dwelling. All other additions and alterations proposed will conform to the Town Code, Section 280-124. The expansion located in the front portion of the dwelling will increase the size of the master bedroom and add a master bath. ADDITIONAL INFORMATION: E-mail correspondence expressing support for the requested variance was received from owners of two neighboring parcels. At the hearing, no objection was heard by neighboring parcel owners. �y Page 2, February 15, 2018 , #7131, Boutzalis SCTM No. 1000-110-5-20 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1,2018 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 $267-b(3)(b)M. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of the improved properties in the immediate area of the subject property are similar in size. Increase in lot coverage is a mere 203 sq.ft. and is only an increase of less than 1%. The alterations and additions will not exceed side yard setback requirements; and therefore, will not likely generate any concerns from adjacent neighbors. 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. Encroaching into the front yard in order to expand the existing master bedroom and adding a bath was the only viable and feasible option. The lot is small and non- conforming, and the applicant's proposes to conform to all side and rear setback requirements. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 10.2% relief from the code. The addition adds only two feet to a portion of the front of the house which has an existing conforming front yard setback of 40.5. However, the angle of Holden Road does not parallel the siting of the existing dwelling which, therefore, reduces the conforming front yard setback y at the southeast corner of the lot, resulting in a setback of 35.9 feet for that portion of the dwelling. The southwest portion of the dwelling will remain at a conforming 40.5 feet setback. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The parcel is well vegetated which will provide adequate screening from neighboring parcels. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created.: The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law I§267-b. Grant of(requested relief, is the minimum necessary to enable the applicant to enjoy the benefit of a larger master bedroom and a new master bath 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 Dantes seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the site plan and construction plans, pages 1 through 7, prepared by Robert J. Gruber,Architect, dated August 25,2017. SUBJECT TO THE FOLLOWING CONDITIONS: The applicant must provide this Board with a final survey depicting the new completed additions to the dwelling, and all distances of the dwelling from property lines(setbacks)prior to the issuance of a Certificate of Occupancy. 4 Page 3, February 15, 2018 #7131, Boutzalis SCTM No. 1000-110-5-20 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento, and Dantes(Member Acampora and Member Goehringer were absent) This Resolution was duly adopted(3-0) �c Leslie Kanes Weisman, Chairperson Approved for filing c� /076 /2018 �T Scott A. Russell ��°SU �� ST0]KI��] WATIER, SUPERVISOR AM A\N A\GIENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� Town of So u th o l d 0.� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS IEIE OJE,CT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Ed B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. -within preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal ,.erosion hazard area. ❑ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. EIETF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date a Dish t NAME. �l � '_o n n (Punt) C t"�� Section Block Lot l tl�; BUR DING DEP�R"1'Nl1 N`I t.tiL: C7tiI,.' Contact Information �� / �� kc, Reviewed By- _atf— - Date: Lo 11111-7 Property Address / Location of Construction Work: — /— — — — — — — — — — — — — ' ,/Approved for processing Building Permit �p� u- - Stormwater Management Control Plan Not Required &It�I-A-A 4-4—CAIS-P ❑ Stormwater Management Control Plan is Required ",0- (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 i ��Of SO�jdo I C)iha l), Town Hall Annex Telephone(631)765-1802 N x n G Q 1765 roaer.rchert� wnsAfg5o nv.us D Southold,NY 11971-0959 yCp��c� i DEC 222017 BUILDING DEPARTMENT BUILDINGDM. TOWN OF SOUTHOLD j TOWN OF SOUTAICATION FOR ELECTRICAL INSPECTION ' I REQUESTED BY: ..,' Date: _ Company Name: CdIAZZi.n / Name: License No.: Address: Phone No.: 5 g JOBSITE INFORMATION: (*Indicates required information) f *Name: ✓/V *Address: (P-70 '`Cross Street: *Phone No.: ( Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 2X e2.n0 /c (Please Circle All That Apply) *Is job ready for inspection: AES�NO NO Rough In Final *Do you need a Temp Certificate: Temp Information(if-needed) ' *Service Size: ase 3Phas 00 150 200 3 400 Other *New-Service: Re-connect Underground Number of Me rs Change of Servic Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Uf k aw, /2"o -4 E C - SpFFO(,��aG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road _-< - Fax(631)765-9502 P. O. Box 1179 0 ' C/1 z Southold, NY 11971-0959 F BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: '— Owner' ate:Owner4 N O,�t�O�Q. -� {(lin 18, Ll -0.1( & Location of Property: CpI O ��.p r1 C��L9. _ kc L)qcQ Please take"notice that the(chedk appli Gable-lid e): New commercia��dr residential-structure r »_.. i :'Addition to exisftng commerciator residential structare ' habilita#ipii#o::�1i"existing &8mr ercial or resideri#al-&tlGture to be-constiu c `br perfocxtied.at the subjdct-btoperty referenceab fve will:utll ze (check app(i b e'Yino): Trusi type'construction (TT) Pre-e-ngineerred'wogd construction (PW) ` Timber constfudtiob �Tc 4 " r' in the following location(s) (check appli6ab'1e.[ine):'-_ Fjoor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): L" � p�� t , P n� ,nn C_-) Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 If 1h�tt��.I 1•®?.�a "tGT .'�•�►� 'L�f-Yft3fi�.•�.ra "•••:.ti:^M�a`� •� c•��,�.,�.�:�.. 41 M�'�`✓:i•'L'a':S'', _'.��i:••. ;.•Jt'.�!)•�rl.Y'' ,.{t.�l�^ri• �-. 'fi�^3t:S..Y;ti�. .iF:s�y� ";;�• tr'f,�V:}' •{�s:>': '!. • i ,,i ! s...,,y �XLMxati,y. S :.••7:�.S.yJ.x•J �t7•{\•�:tixi• ��h,�=":'i rri:° }.i�iGs• Pr•:\.v F i •:'-st' �"•S:S:: ��ii•�.:ti{•a{S't a�:•�:i;::✓7L:S. �:2t'"'�V i}�� •.�.��?�4<T�T 't1X�i1'trw t.`�j•:�w'+jl•Yt. .ti �:iL} ri 'a:�te:?. Y�.a •t�' ,t, •n'1^�:i'7:• .•vim ..i:+ �" ,•{ ,'• � t,.r. moi,;Si• .^ .:. •.v•a,•,x� •:'•%: �• .'� it R' � t '1. is . • j SURVEY OF PROPERTY SITUATE ® � CUTCHOGUE ,TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK s A,, S.C. TAX No. 1000- 110-05-20 �p�o, 0�0 SCALE 1 "=30' AUGUST 15, 2018 1 a ° �808;30� ° AREA = 22,519 sq. ft. o, �, �- d• 0.517 ac. PSPNPLC �Gyo �iQ. '��` J'Q x� Qp5 F <c. • CER TIFIED TO: d < THEODORE BOUTZALIS ANNA M. BOUTZALIS o� 10 d �0 AUG 2. 9 2018 Z t 10 Q\r p6 GAF •fLCJFF�P� d o 6066 c ° d v' ,1� , ��o ��o Cv�o ,• fps oa.p, e A - 3r. a r7i J'Fp �O°O,�i 61 '-•�r.Q pG`� Q� ° - 0 °d•_ R�J3'StsD7.VTG 11 i'mi'S . Q°�O SV J �G • 6 ��"A'2• •��J � '0' \Y P cp PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED THE FORSUCH I USE BY THEPNEW VYORK ED NSTAADOPTED STATE ��pk. GONG• �/ Ly TITLE ASSOCIATION. OF 0��°•, O JJ E C�. S+ ,,�oG 5 1 , A I , I0�S�s51 9 Il``� �� ► A O _ N.Y.S. Lic. No. 50467 CIO -9 UNAUTHORIZED ALTERATION OR ADDITION pV O• r TO THIS SURVEY IS A VIOLATION OF AC �' 91 1 •u''J FMoN S 62 EDUCATIONZLAWOF THE NEW YORK STATE Nathan- ft Corwin iii c COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 'S EMBOSSED SEAL SOHALL'NKED NOTT BEECONS DERED Land Surveyor TO BE A VAUD TRUE COPY. �ERTI4 G� boy ONLY THE PERSON FOR WHOM THESHALLCATED HEREON YTO HEP SURVEY .f S 'c. IS PREPARED, AND ON HIS BEHALF TO THE 9 ��} 00 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout S •- G LENDING INSTITUTION LISTED HEREON, AND V p� TO THE ASSIGNEES OF THE LENDING INSTI- 0� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 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ST.COLUMN ON EXPANSION JOINT GRAY7LSPAGE I I J ��EN I UNE7o ARIEMILTED E'OXD°°TIN6 ^� H+Ew 5O'xl2'DEEP � I -- I I I NOTED oN P�iA,N 0 (9)eg REBARS WALLN PA WAY �7ATION ST4'xa•xW ST%PLATE LFLDDSEDETAILAR AT I TO STE$COLUMN AIS FASTEN®A)2.TYPICAL VERTICAL, W(4))5'LA&BOLTS TO WOOD PROPOSED SITE PLAN �'P b'xb'x 'STEEL PLATE WELDED �1 o NOTED ONFANS ISCALE r=zo'-0• EXIST MM70YA EXIST WINDOW 7, — n 0 Isla IR• I I e va HOOKED ANCHOR BOLTS To STEEL COLUMN sT�calN N To REMAIN 7O REMAJ,{_—§ -- - -------------_ w END-Wr a OVER sly ZONING REGULATION5 TOM OF SOUTHOLD -- -- ---- -------- — WPSF�RS P CON/SLAB SOTM•1000-11033-20 SONE,R-40(NON CONPORMIN6) 305130'x12'P CONC W bxb IOAO WW ITEM: EXISTING PROPOSED REQUIRED COMMENTS LIQ of FROHT Y� Ib'X B'vBIT YU FOOTING W(3)�4 REPAR EYL STEP Foar1ILB 21 RAno INSECT SCREEN, NOTE FRONT. 405' 59q' 40.01 MIR VARIANCE REO 24'MAX STEP DOWN TTP MAINTAIN b'MIN FROM 0)SIDE, 21 q' +/-Ibb' 1501 MIN 06.0'SHOV"COMPLIES TYPICAL TOP of NEW FNNDATON WALL27 TOTAL SIDE 418' ./-959' 99.0'MIN COMPLIES REAR, 1468' H-1364' 500'MIN COMPLIES Ob I/1' E'b U3' TO FINISHED E.RME L a LOT AREA SO FT. 22$Iq SF. TO REMAIN 2o/JOO SF To COMPLIES 051 ACRE 99,999 SP I 104 U71 R'-0 LOW LOT COVB°A6E, qT%(2197 SFJ lob%(2,400 SFJ 20%MAXIMUM COMPLIESH-20'-0' N-21'-0' BS'-0'MAXAREA CAL01LA CM, sBldg P PYDe t co from ZBF I nN6 A EA PROPOSED AREASFinal reviewed o umentFIRST FLOOR, 1,42q SP FIRST FLOOR+ 1675 5F FROWSTOOP. 155P. SCREQHEDPORCH, 259 SF ZBA File/ 1 3DB DETAIL REAR PECK ,595E FRONT PORCH TO REMAIN FOUNDP�TION PLAN Date:,%/)-'5 / REAR DECK 451 S.F. SCALE.I/4'•I'-0' SCALE,1'=,''-0• G PLEASE BE ADVI5ED THE COMPLIANCE CERTIFICATION 15 BASED ON PLANS AND 50LELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL IN5PECTION5 AND TESTING MUST BE DONE TO OBTAIN A CERTIFICATE OF OCCUPANCY PROPOSED RENOVATION FOR WbbS��tL�Clli I THEODORE 4 ANNA BOUTZAL15 o-o �`eln A scxa AS NOTED• ww«ar.'RK # oaTc 8-25-17 1✓L�NX. " Robert J. Gruber - Architect s 13971 H 416 Expre55waq Drive 5o Medford,NY II163 (b31)b54-4949 ISSUED FOR PERMIT 09.19 I7 '£of NOio FOUNDATION PLAN,SITE PLAN 4 DETAILS a�-oBa 1 LEGEND --- STRUCTh1AL MEMS SOLID MOD POST A �� FOISTRAFTER 7 NEW 7 FRAMINGN& PATIO BELOWrrEv RAILIN65 EXACT SIZE TED AS PER CODE X 24W IOb• I X SECTION MARK 441• 7-6' 74Y 441' 5661/2' EXHAUST PAN SO CFM MIN A9 PER IBC 2019 O CARBON MONOXIDE ON C.(7 DErIECTOR E (2)36'X 60' (2)36'X 60° () ::6 DN SCREFJ71N5 Err Or'155 050 SMOKE DETECTOR BY OTTE3RS 3T OTHERS - 2X12 HDR r 2X12 HIM (2) (2)2X12 NOR ------ DECK x�x' FLAT CELIN6 �$PLANS FOR F♦EI6Nr (2) (EXISTIN6 X- m TO BE zi SLOPED CEILINS NEW x REOUGED) m SCREENED PORCH a EXIST WALL TO REMAIN 9 p aNS-ONDITIONED) 0 4 ns 64) NEW WALL N- Q Olt a .p TO REMAIN KEY/EXIST INTERIOR S i V y Y BEARING,WALL(Wy n n EXIST DOOR Ewsr DOOR Ex1sr DOOR NOTE TO REMAIN TO REMAIN TO REMAIN cW135 9I IST FLOOR PLATE HEIGHT UNLESS EXIST HDR EXIST HDR EXIST HDR 2 '•—� f�L I NOTED OTHERWISE: +/-g'-O" -I TO REMAIN TO REMAIN TO REMAIN 'H ALL NEW/FiXI5TIH6 r� UB cvi I sI _ p SFLOORS TO ALIGN I TYPICAL FLUSH BEAM NOTES Nz mea I EXIST 'f ppp ov CEILING JOIST I WINDOW .I01HAVE 91ME5�T�NNTER5EGSTRO�N6 TIEFL �BEAMSS ARE TO z Kz Tp N-l�8' �XJ,i T__ALIe_OC�_ —_�L_ 1 TO REMAIN N ,U �gg�T C F F d O Lit `(Z 19/4•%4 ,V 16,-r FLUSH--- I6�T g I 2 ALL FLUSH R5 BEAMS TO HAVE 51MPSON STRONG TIE Im m 00-�Ci-d 1- I T�.�FMAIN GONtgGTORS AT EACH E1U7 o o y1 _J 11`r DN #O �I GENERAL NOTES 9/4'RTY100D SUB FLOOR I - -—- - exisr PwsH eeAr+ -—- - EXPAND D , NSE 1 15-0 J . BEDROOM HINDOWS TO CONFORM WrrH EGRESS FLUSH BEAM AS PER Purim TO REMAIN 3i 1 KITCHEN I 00 o1sr IN I . STAIRS,LAND HSS,RREGULATIONS Or AIN R303,5GUA o �/oN� I O O BATH STAIRS,LAro1Nes w ILS a beams As PER I EXIST NOR P31114 R312 (EXISTING I FIRFELOCKIN6 R6028 I EXISTING TO REMAIN) TO REMAIN B LW T-- 7Z0------ DRAFTSTOPPINS R502J2 __ LIVING ROOM o CTO RE AIN IFLOOR Fi30JIDE JOIST fiAN6ER AT (E)O5TIN6 TO REMAIN) ,�. I TO REMAIN I PI I • WORK TO �YY WITH 2015 IBC ELC6 EACH INTERSWTINS JOIST I (6 1 �0 z Ki II NEW I 5 I z_ S ALL SOLAR HORK TO COMPLY NTH 5324 N G6Ho• 11(212X6 MDR m SIG age I q SMOKE $ G02 DETECTOR NOTES �'-"z ALL S'HELVINS =__ �"IH °O°R u�° �� •)��w y� t�2xbe I VERIFY OR PROVIDE HARD HIRED 5/8'INTERIOR GYP FID EXIST FIREPLACE q AS p� I I a ROMD TO REMAIN J 1 SMOKE DETECTORS W BATTERY BACK-UP IN. TO REMAIN OWNER,TYPICAL I O I I EACH SLEEPING ROOM FLUSH BEAM DETAIL REFINISH �Wo ' F A9 PER V z EXISTING z rEH 111 2 WITHIN LY THE H EACH BEDROOM p CEI ST O 3A CEE%15TIN6INS JO5T �I NEW 2X6 � (6Er®Ra.LY THE HALLWAY OR GALLERY) K—YrT SCALE V-1'-0` N ' TO REMAIN N I EXIST HDR TO REMAIN IIS I6'OC ry 3 I 3 THE TOP AND BOTTOM OF EVERY STAIR X CC FAST NOR EXI5T NOR TO REMAIN W TO REMAIN , TO REMAIN 11'-6 V2' �(I 41q 1/2' � To`+s 5p sD EXPANDED 1 j C I Q „ HANDRAIL NOTE- f4MASTER 7 I I INos Nes,RRMAILSBW�WARDSON 5i�OF a ti 1 i STAIRWAYS R DECKS SHALL NOT ALLDH THE EXIST HDR PA55A&E OF A 4'SPHERE OR MORE IN DIAMETER. >I To REMAIN 4 BEDROOM#I t BEDROOM#2 b�• m I I ' � -151 4 R3162 OF THE RESIDENTIAL CODE EXIST WINDOW EX1 IEX15TINO TO REMAIN) (EXI5TIN6 TO REMAIN) _ g p YORK 5T DOOR TO REMAIN TO REMAIN - Exlsr. 3 V WINDOW NOTE5 ELTER I TOCAL OF ANY SUB ISREM STOOP DN •CH z g z FC - _ CME —' _ ' a 1 I FLOOR,TL9Y%THIN SHO e3R,OAR V41THIN 224 HORIZONTAL $ ( 2X6 S OF ANY DOOR SWING ARE TO BE TEMPERED $� BENCH L GKI uV uV 2 ALL KNOCKS Arra EXTERIOR DOORS TO BE X p SHOVER O g 5 ANDERSEN 400 SERIES UNLESS NOTED OTHERWISE OTHERWISE NDR EXIST NOR // N`ate c 'I 9 WINDOWS WITHIN W-c'of CORNERS SHALL FEET TO REMAIN To REMAIN J OR EXCEED DE516M PRESSURE RATING OF SO V'P )� n / 1b5F ALL OTHER WINDOWS SHALL MEET OR EXIST WINDOW 15T WINDOW AS BA H EXCEED DESIGN PRESSURE RATING OF 25 Ib/5P TO REMAIN =RETM�N�T (2)2X8 FOR 4 CONTRACTOR IS TO VERIFY ALL KNOON MODEL NlHBEIZS PRIOR TO PURCHASE OR INSTALLATION �I pF FROM(Y� AREA CALCULATIONS EXI5TIN&AREAS 5U ATO U E• 616 V2' &16 V2' FIRST FLOOR 1,424 51F. PLOORS'R-19 WALLS.R-15.R3 FRONT STOOP 15 Sr I OAM 1`1 V2• FLAT CEILING.5-30 REAR DECK '153 5 F 1 PROPOSED AREAS e Bldg Dept copy from ZBA FIRST FLOOR 1h75 5F. -1 Final revieweddocuffl@flf§ SCREENED PORCH. 25a SF SCALE.V4'-I'-0' ZBA Fil # 131 FRONT PORCH TO REMAIN REAR DECK: 451 SF FIRST FLOOR GONSTRUGTION PLAN Date: t PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT IN ORDER TO COMPLY WITH TOWN 64UIDELINE5 ADDITIONAL INSPECTIONS AND TE5TIN5 MUST BE DONE TO OBTAIN A CERTIFICATE OF OCCUPANCY PROPOSED RENOVATION FOR gfL` AGR-,,r THEODORE $ ANNA BOUTZALIS 6V S J O2 e p4 6mF scwe, AS NOTED 4 4 SATE 8-25-1"1 r¢vr�er, Robert J. Gruber - Architect e 79511 oFt 416 Expres5waq Drive 5o Medford,NY 11163 (631)654-4949 155UED FOR PERMIT 09141'1 OF NO FIRST FLOOR CONSTRUCTION PLAN 4 DETAIL na a�-o5a RAFTER TO RIDGE DETAIL LEGEND INSTALL 0 16'ON CENTER SAM AND 9TTAP�� 16'MIN —_— STRWThRAL MEMHHt r ti� ■ SOLID WOOD POST �a JOIST OR RAFTER 1' RILL ND7H S RAPP NARWS ? 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I PARTNER APART THAN S6 UaK5(9M MV ON CETHTHi \ EXIST RA � Z �� 0!C FLA9111N6,F ASHIN9 FOR ASPHALT 9HINSUS F EXIST4' K- a 9W�LL COIPLT WITH THIS YLTOFL InF PITCIT �r J EXT •\oyePAND W a TOMINING SN L INSTALLm iN��NTH Q ©� \N I, / 11 I `' wp2 yA u FlMNIS�Hit6 SHALL HTS IO�ITO�BASE Is _x METAL OF MINIMUM NOMINAL 0019MNCN(OA69 mN y ST TJM�i F ,1; EXIST R.R.RR FJ(19T RIDGE TO REMAIN 1-- p 1 1 _ I _+J - TiIGgEY OR MtJBtAL SLRPAGE ROLL ROOFRl6 YEI6NIN8 W a A PROVIDE 2X PAD AS REO yAt`TA 3 IST - ------ -------- Lc )CAP P�LASHINN6 SHALL BE CORROSION RMST�ANr METAL M ul T EXIST 5 � Z EXIST.RIDGE TO REMAIN �. PROVIDE 2X PAD A5 REO <.. IS OF MIwMM NOMINAL Oal9-INCH(O 463mi)THIGKFFJ W L p TIS p�Q -J�� a O _`2 - p TO/ I 11111 2 VALLEYS_VALPYs LIMTH AND ACTIL EN E%IST yA 'qqn f AO Q� b? G 'LK_NY' -U�� 10 / \ NEn INSTALLATION INST ZICTI 9 IN ��ORE APPLYI�SHINSIM PITCH RIDGE J 9fi¢ c T Ib"�O PERMITTED, R (H VALLEY LININGS OF TE 1'OLLOYUN9 TYPES SMALL ESE O N V @X 5 �ITr CRICKET {�yA 6� FIbf 0 I a le a:Q �' I I rC MATLH I LIQ PEN METN/EvAL.£Y IL MEXFOSEV)EE TO REMAIN `� / l F -L` o a S V I AT LEAST 24 INCHES(61.- PUDE AND LINING, y 1L-a yl I A X X \ V_ IX5T AFD OP ANY 2E TFE CORRO91�ISTANT Q Y 1 EXIST ��L��? / .X O I Ip�% 610L CI I f METALS IN TAE-2 8909392 EXIST PITCH 6 yA. PITCH q 3A 2 FOR OPEN VALLEYS,VALLPY LININ$OF TWO PLI6 T� OF ASTMLSN 1,SH ROLL ROOFING,D THE N6 BOT OM L D 249,SHALL 1 PNCHES ED 1}E THE TOM LATER SMALL ce IB 56 IN(497 mIU AND N U L�`TT I I EXIST rTr �yb�' TOP LATER A MINIMUM OF%INCHES(91MmJ g� N \H} � �T V \♦ IA 9 FOR GLalED vALLET9(JALLEY COJHtm WITH .+ �y sHIN6l.es),VALLeY uwNb GP GNe PLY OF SMOOTH 'V�Q a rgvs�' I TR°EMAIN •�O ��yJ1ROLL ROOFING AMP L MAS TTN MTM (2]a TYPE II DR TYPE 111 AND NI SA5 E INCHES(IN I mW NOTES %A Z < rI''OyC q 1. - - I' L �2 AABOR VOVMSHALL M PPERM1�TIERD�iALT TMs 1 �}� F 4: F I� N P•X$ r�N UtDHt1.ATMBfr COMPLYING TTH ASTM D 1970 MAY 1 N IL rf'l7- i M USED IN ULU OF THE LINING MATERIAL I PROVIDE ICE II WATER SHIPID AS PER°ODE I f I LI MATCH ♦ - TABLE 89052 8 2 EXISTING ROOF FRJ4MING FLAN ---_il a �'� Ext9T 2 2 PROVIDE 60 MIL EPDM ME}®RANE INSTALLED _ - AT Ib'Oa. VALLEY LINING MATERIAL M PER MANJFACTRRER SPECIFICATIONS ON ALL I PITCH \` MINDILH SCALE,1/e'el'-O' ROOFS NTH A PITCH OF 3.12 OR LESS �_^^T=_3_�—� _ __�==._m"'_� TEW 2X9 NE14 2X6 I THICKNESS Y ONT _ __ _ +I ROOF RAFTERS ROOF FT6ta MATERIAL (Welne) GAGE (p9RId) 3 PROVIDE GUTTERS Atm LEADERS TO PAEVHIT AT 16-OL AT Ib'O.C� COPPHt - - I ANY IMR40FP DIRECTLY FROM ROOF TO 61ROUND BELOW �_��...° `--��--. - .�— ALLMIN.M 0G34 STAINLES6 STISM 26 GROSS HATCH SP IFRAIANEOVHi 3�STTE5 (.ft oo2T e 6 ARENEW • LNC ALLOY 90) - A L �a 1 LEAD 2112 I I PAINTED 1HEtE - - 10 AM OR PITCH R9 SHALLCSEIMTALLEO ON THE DEG SIDE OP ANY CHI MtET 64MATER TOVI 90 INCHES R62mU TIDE MCKET OR SADDLE GOVERING SHALL JER 5HI METAL OR OF TE PITCH MATERIAL RaDP PITCH PITS B A _ SAFE MATAL TRASHIN OVERINS L R9D929A 91Dp1ALL PLASHING.MSIHINB AGAINST A PITCH �(� —� Bldg Dept copy from ZBA SHOD SIDF.WALL SHALL BE T£STEP-FLosHINb al C R90S293 OTF92 FLASHING.FLASHING A9AIN9T A Final reviewed documents V6ti CAL FRONT WALL MYELL A990a STACK.vEw PROOF FRA INC PLAN zsAFii # ► I�� I.S. �TT��MWPAG q SCALE,I/4'=I'-0' I - Date: RIDGE V L a �Q � PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON a PITCH PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BUILDING Mq PERMIT.IN ORDER TO COMPLY WITH TORN GUIDELINES ADDITIONAL PITCH INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN A CERTIFICATE �Q OF OCCUPANCY a PROP05ID RENOVATION FOR iLQED Ant.„ THEODORE 6 ANNA BOUTZAL15 PITCH Q, T J.QYj ^pIA rn, CoQ. 00P scu.e AS NOTED DRAFaI Sr.RK � * vATb 8-25-17 rrNrm fn. " Robert J. Gruber - Arr-hitect NEW ROOF PLAN s J351% H" 476 Expre5swc;q Drive 5o Medford,NY 11163 (631)654-4949 ALE.1/8'.1'-0" /8'.1ISSUID FOR PERMIT 09 -0 k SC "6 ROOF FRAMING PLAN 4 DETAILS 4 O 19.1-! OF NLe1 al'!-oe9 TYPICAL EXTERIOR FIN15HE5 NEN pipee VENT TO MATCH EXISTING PROVIDE MIND FLASHING AT ALL ROOF MATCH EXIST ROOF AND ROOF/WALL IRTEIkSECTIOWSEXIS 12 12 NEW ASPHALT ROOF SHINGLES------------- -;ff-its EXIST 12 -TO MATCH EXISTING Fia HATCH MSN 5/4 X 6 FRIEZE DO. EAST -(IST -TO BE SELECTED 12 16 OZ STEP 6 CAP FLASHINS H54 914 X 6 FASCIA -TO MATCH EX15TIN6 44OP or NEW VENTED VIM So I EXIST FX15T EXIST. :MIN 1, fu NEPI WA EXIST TO MATCH rX[511145 HEN CRl"MOULDING -TO E)E SSELWTEP NDi CEDAR IMPRESSION SIDING -TO BE SELECTED Nw STONE VENEER TO BE SELECTED APPROXIMATE 6PADE =ls MEN 5/4 X 4 WINDOW 4 POOR CASING ----- PAINTED FRONT ELEVATION SCALE.1/4' 1'-0' MATCH -7 EXIST MATCH =71— OF 0' EATITFinal reviewed qcurrents '71 -r r I ZBA Mal RAILIN& if AS PER CODE a -TO BE 5ELEl-Tm 4,!9MLFL PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BUILDINC, PERMIT IN ORDER TO COMPLY WITH TONN GUIDELINES ADDITIONAL IN5PEGTION5 AND TESTINC,MJ5T BE DONE TO OBTAIN A CERTIFICATE OF OCCUPANCY APPROXIMATE 6RADE FROPOSE12 RENOVATION FOR GtEa` THEODORE 4 ANNA BOUTZALIS A I-- LEFT 511:;)E ELEVATION AS NO= I--Iw, SCALE.1/4' 110- 8-25-1-T i 1-.V. SEE FRONT ELEVATION FOR TYPICAL EXTERIOR FIN15HF-5 h Robert J. Gruber - Architect 13WI, 416 ExpreSswq Drive 5o Medford,NY 11163 (631)654-4949 ISSUED FOR PERMIT 09191-1 w FRONT 4 LEFT SIDE ELEVATIONS 113mm-T R3012.12 Protection of openings. Exterior glazing in buildings located In vandbome debns regions shall be protected from vMdbome debris Glazed opening protection for windbome debris shall meet the requirements of the Large Missile Test of ASTM E 1996 and ASTM E 1BBB as modl0ed In Section 301 2121 Garage doorglazed opening protection for windbome debris shall meet the requirements of an approved Impact-resisting standard or ANSNDASMA 115 Exception Wood structural panels with a thickness of not less thari inch(11 mm)and a span of not more than a feet(2438 mm)shall be permitted for opening protection Panels shall be precut and attached to the framing surrounding the opening containing the product will the glazed opening Panels shall be preddlled as required forme anchorage method and shall be secured with the attachment hardware provided Attachments shall be designed to resist the component and cladding loads determined In accordance wAh either Table 8301 2 (2)or ASCE 7,with the permanent co osion-resistant attachment hardware prWded and anchors permanently Installed on the building Attachment in accordance with Table 83012 1.21s permitted for buildings with a mean root helghf of 45 feet(13,728 mm)or less where the ultimate design And speed,V,is 180 mph(290 kph)or less MATCH — EXIST EXIST { TABLE R301.2.12 WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD MATCH _- ---- �u 11 MATCH "- STRUCTURAL PANELS"a,a EXIST -- —— ___ EXIST 12 — y —_—� TGFI—_--_ —__— —-- _— — 11 q"` ASII]lER SPA G—. _ EXIST, — = — FASTENMR E Paner bfeota ilem< gnat= 71 � — ___ _ -'- o BweeE scree DaaaU Norwbh 2lnN embedmem 16 slit Se reM2-InN mmMdmonl 16 t] 9 ` � ��— �" �� 'Aantll4sg saewbese4e i6 i6 16 TOP OF ry WINDOW/DOOR ( Allj I r �[_I'rj��l,[Jj For 6L1NN=X,4 mm!fool+3048 nen 1poumf=4448 t{ 1 ( NEW 1161 � L I EXIST E%IST 1-T T I *l LL � 1mDa per hour=O abT Ma IJ ''ri`}.111 eTNa dNeleEuad on lDO mPhuMwte CmlOnwNdoPeod+.Vur.aM a]}leol meenrw/l�a�OhL _ 'Ti +�_ - EFoamers uu96o 4uta0aduopposm9oMaor ihevooEsoucnvel pentl Fastanen shaOEe tinted rollsas Nanlvah ham Pe atlgo of Na panel m n .®.. cMNon Nag ponebala NrmgRUe e#emrwaDmveMgxfN en embetrnem lergN d�ml less NwlYMies into Netwudng trams Faslmen IBM 111 _ ohsi be located rot ksa8an 24f mNearmm th edge almnoore blockormweu ��pl d Paneb agndred to mazwuy m maaomylsWrm Neo W a0ul�ed usinga3ntlomaslsuN anrMre having en iAmiamwMtrawJ npady alrwllers ��yy�- Nen iSDD pmm� FIRST FLOOR r- Y APPROXIMATE&RADE NEW RAILINb -' - AS PER CODE -TO!�SELECTED r�•ir APPROXIMATE 6RADE REAR ELEVATION WALE,1/4a. -0• 5EE FRONT ELEVATION FOR TYPICAL EXTERIOR FIN15HF-5 r-------� IF-------T------- IL � I q q p q l II 0 0 II I q 0 0 p 1 — eJl I IL— = =JI V— _+ II II ��m III I.-MINIMIM PLYWOOD PANELS TO III p I NOT EXCEED A W X B'DIMENSION p p p p IL=JL_JL_JI i I IL= -L J1 IL=T=A_LI I q T 11 1 I II T III q T T p I I p 0 0 q l III B 0 p l it f 0 0 1 SEAM 11 =A_ _J I MATCH 0 = '- I — 0 DOOR OR KWOW BB11ND b_ 0 0 d b= X 11 0 0 11 u�m - ° - = nip _ q IS —0=_ di dB X 41/1'SOREYS 10'OL AT ALL- 12 __A= 11�, _ III P YYHOOODY ED&E-Iwo5an D1N6 T T 0 I p T 11vllzw� j 11 __ - _ —__ — �- LE------- ------- Bldg Dept copy from ZBA �T�°F OPENINGS 4'X8'OR LESS Final reviewed documents WlrmoW l f t { per �' OPENINGS 4'X8'TO 8'X8' _—_—�DOOR P-0• —� Tr '_ err �I L - -Y t Y —RAV- ,31 '11 • xA,F,No,� AS OPENING ZBA File# PROTECTIVE DETAILS F11 € -To BE SELWTW I Date 7 FIRST FLOOR___ 'I TI(1L[ L I IT PLEASE BE ADVI5ED THE COMPLIANCE CERTIFICATION 15 BA5ED ON APPROXIMATE is PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BUILDING APPROXIMATE&RADE PERMIT.IN ORDER TO COMPLY WITH TOWN 5UIDELINE5 ADDITIONAL IN5PEGTION5 AND TE5TIN&MUST BE DONE TO OBTAIN A CERTIFICATE OF OGGUPANGY PROPOSED RENOVATION FOR &2SEµEU AnEfTrJ^ THEODORE 8 ANNA BOUTZALIS a``oe1, 04pe�y scua A5 NOTED <a�oem er, wfbal er.RK RI6HT SIDE ELEVATION WALE,1/4' 1101. SEE FRONT ELEVATION FOR TYPICAL EXTERIOR FINISHE5 Robert J. Gruber - Architect s !3571 F4 416 r:xprc,5swa4 Drive 5o Medford,NY 11763 ((931)654-4g4q ISSUID FOR PERMIT 0419 IT OF"L REAP,REAR 8 RIGHT SIDE ELEVATIONS 8 DETAILS all oea TYPICAL ROOF CONSTRUCTION. ASPHALT ROOF 5HIN&LES TO MATCH FWSTINS 150 FMT PAPER U2.CDX PLYWOOD SWATHI 2X ROOF RAFTERS AS PER MANS 2X6 COLLAR TIES AT 16'OZ 2X GEILINS JOIST AS PER PLANS NEA 2XI0 RIDGE MATCH TYPICAL EXTERIOR WALL N154 EXIST 5T CONSTRUCTION 2xi2 PAD '2 MATCH -CEDAR IMPRXr.'WON VVINSEXIST 150 FELT PAPER 12 L/2'GVX PLYWOOD SHEATH N& 294 5TUVS AT 16'oo NEW ATTIC 0)2.X4 BOTTOM PLATEn (2)2M TOP PLATE 6 NEW ATTIC EXISTIN&ROOF TO REMAIN -T 9/8'INTERIOR GYP ED 5 u u u o 5 o NEW (2)2X9 fLk__ HINPOH POOR NEW EXPANDED �fASTER MASTER IE TYPICAL FLOOR BEDROOM CONSTRUCTION BATH FINISHED FLOOR TO BE SELISCTW 2X6 F.T LM 5/6'C179 PLYP4000 SHEATHING SECURED TO HOUSE FI/ FLOOR JOIST AS PER PLANS 1/2'CIA LAS BOLTS a 16'OZ STAGISERED ®rli L u 9 J u u u u 0 u u u u Is I APPROXIMATE GRAVE CRAWL SPACE (rXISTINS TO REMAIN) TYPICAL FOUNDATION ALL CRAWL SPACE 2'PZ SLAB VV CLASS I VAPOR RETARDER CONSTRUCTION- OVER HELL COMPACTED 501L VV (2)2X6 SILL PLATE H/5/8'VIA, 1/2'PERIMB]EXPANSION JOINT ANCHOR BOLTS AT 55' ON 8'THICK P4 HALL KEYED -A IC' FoanN6 SECTION W PUDE X 0'DEEP A IW. PV(9)5 RIEBARS INSULATION scHnvuLr= FLOORS,,R-I WALLS.R-15.IZ-5 fUCrERIOR.FOAM FLAT CEILING.R-SO ROOF 4'VMA MASTER BATH KITCHEN --—-------------- ------ ------ -I HATCH ]EXIST LW 71 U2' ',2' 12 LAV LAV SIN TYPICAL ROOF CONSTRUCTION- ASPHALT ROOF SHNSLES TO MATCH FASTINS Xf:: I iso FELT PAPER /2'GPX PLYWOOD SHEATHING ROOF TO REMAI ISTFLOOR A� 2X ROOF RAFTERS AS PER PLANS 2 COLLAR TIES AT I6'OL. �4'FAI X6 FXILT 2X CEILING JOIST AS PER PLANS WA NEV4 ATTIC BASEMENT T_Is 2XIO HIP (EXISTING12 REMAIN) ----- Mi n REA ----- IW TOP OF PLATE -- OF WINDOW/DOOR 02X12 HDR 1 --EXIST.NOR EXIST PLU5H BEAM EXIST HDR TYPICAL EXTERIOR WALLTO REMAIN To REMAIN TO REMAIN CONSTRUCTION: 2X6 CEILIN&JOIST 0.0 APPROVm CEDAR IMPRESSION AT 16'04 REMOVE 4' 4' SANITAw E�y"TE`H Bldg Dept CoNfr=ZDA IS*FELT"POA'REM" NEER PORTION OF LIVING ROOM 1/2.COX FAST.ROOF PLYWOOD SHEATHING SCREE ED PORCH AS RM (rxis-nN&TO REMAIN) Final reVpje 2X4 STUDS AT IW Of (LNOONDITIONEV) finpurnents (5/6'INTERIOR 111vaT (Z 2X4 TOP PLATE 4 EXIST PEC EXIST FLOOR FLOIIBINIS, RISER DIA6RA 1)2 BOTTOM PLATE FRAMING ."'0. Z8A File C'yP BID 4 FRAMING TO REMAINDate: FIRST FLOOR TO REMAIN K54(5)2X12 FT.BIRDER m I r DRAWL SPACE NEN 6x6 PT POST (EXISTINS TO REMAIN) gppROXIMATE GRADESECURED TO 12'VIA, BASEMENT SONOTU13E awIN15HW) PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON 96'MIN.03-ON GRADE, M*IGSTIN&TO REMAIN) TYPICAL PLANS AND SOLELY FOR THE PURP05E OF OBTAINING A BUILDING APPROXIMATE GRADE PERMIT.IN ORDER To COMPLY WITH TORN ISUIPELINE5 ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN A GERTIFIGATE NEN RAILINS-----/ OF OCCUPANCY AS PER COM -TO BE SELECTW FR0PO5W RENOVATION FOR II ��.SEOT.10N B-5 ED AO,,, THEODORE t ANNA BOUTZALIS SCALE. w 0 — AS NO 41 1 — 5-25-17 Robert J. Gruber - Architect 43511 416 Expresswq Drive.5o Medford,NY 11163 (631)654-4q4q 'r OF H`\iYO SECTION A-A,B-15 4 ISSUED FOP.PERMIT 0-1.1-1.11PLUMBING RISER DIAGRAM ti 5 _ REScheck Software Version 4.6.3 Compliance Certlficate Project Energy Code. 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Holden Avenue Thodore&Anna Boutzalis Robert Gruber Cutchogue, NY 11935 730 Holden Avenue Robert J. Gruber Architect Cutchogue, NY 11935 476 Expressway Drive South Medford, NY 11763 631-654-4949 RJGruberRA@AOL.Com 101 Compliance- 1.7%Better Than Code Maximum UA. 59 Your UA: 58 Maximum SHGC: 0.40 Your SHGC. 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies lipe Ceiling: Cathedral Ceiling 246 30.0 0.0 0.034 8 Wall 1:Wood Frame, 16" o.c. 516 15.0 3.0 0.061 29 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 35 0.250 9 SHGC: 0.40 Floor. All-Wood joist/Truss:Over Unconditioned Space 246 19.0 0.0 0.047 12 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /ZZ_ z9 _ 17 Name-Title Signature Date J Sj, 10:;71 E OF Project Title: Report date: 09/18/17 Data filename: Z:\OLD FS1\0-2017 FILES\17-089 Theodore &Anna Boutzalis (Renovation)\17-089.rck Page 1 of 1 REScheck Software Version 4..6.3 Compliance Certificate Project Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Holden Avenue Thodore&Anna Boutzalis Robert Gruber Cutchogue, NY 11935 730 Holden Avenue Robert J. Gruber Architect Cutchogue, NY 11935 476 Expressway Drive South Medford, NY 11763 631-654-4949 RJGruberRA@AOL.Com m UA tradboff Compliance: 0.0%Better Than Code Maximum UA: 12 Your UA 12 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies dross Arpma Assembly or Cavity Cont. U-Factor UA Ceiling: Cathedral Ceiling 42 30.0 0.0 0.034 1 Wall 1: Wood Frame, 16" o.c. 118 15.0 3.0 0.061 7 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.250 2 SHGC: 0.40 Floor: All-Wood Joist/Truss:Over Unconditioned Space 42 19.0 0.0 0.047 2 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the RES heck Inspection Checklist. 0/_ j -/ Name-Title Signature Date JA i s j OP ,x�3 Project Title: Report date: 11/09/17 Data filename: Z:\OLD FS1\0-2017 FILES\17-089 Theodore &Anna Boutzalis (Renovation)\17-089 Page 1 of 1 REV1.rck i • v ,z ELECTRICAL, APPROVED AS NOTED INSPECTION REQUIRED DATE: a B.P.# FEE:�� NOTIFY BI;.• f .,.A AT 765-1802 8 A;vi 1`0 -,:.vi FOR THE RETAIN STORM WATER RUNOFF FOLLOWING INSPECTIONS: PURSUANT TO CHAPTER 236 1. FOUNDATION - TWO REQUIRED FOR POURED f'(')NCRETE OF THE TOWN CODE. 2. ROUGH - 71-' - •. PLUMBING 3. INSULA' 4. FINAL MUST BE COti:, ALL CONST SHALL MEET THE REQUIREME,• THE CODES OF NEW YORK STATE. AOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF V I1 KTIN6t6'T d�EES OCCUPANCY OR OR USE IS UNLAWFUL WITHOUT CERTIFICA7 OF OCCUPANCY I I I -.-.--,-.. - . � -- - , -- (wGq go a-d ------- -.-- I GENERAL NOTES: Table 311 Nailing Schedule 2015 WFCM Table 3.9A Rafter/Ceiling Foist Heel IainE Connection Requirertlents HEADER ANCHORAGE DETAIL I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EOUIFMENT SHALL CONFORM TO THE INTERNATIONAL _ — RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS, 2015 EDITION. Number or Nurher,:,r YFI rflptivE .It l'n•3tit'�trj'T,-;`-:,�:�. I -- TUD TO BAND JOIST TO STUD DETAIL (INSTALL I6" O,G,) +ointD-;Sri tion � --------- 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES. P C°m,mon Nails 8•xf Asir, P1s1 Spacing -- - - 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR FRIOR TO ORDERING MATERIALS OF, ROOFFRAmirir. Rac+f 11p load +aroundSno'wrLoad Rartert°Tu 'Plate 7ne-nailed .211 sf 30 cP S4 f GUT COMMENCING CONFLUGTION FIELD VERIFIED DIMEN510N5 SHALL TAKE PRECEDENCE O\/EP. SCALING, NOTIFY P I I iceeT:be3das r:"T:ale3 dal ❑•,.,Iter P p Ps 7Up_f LENGTH Use every other nail hole in a rota to ARCHITECT OF GONFLIGTS. eilinEJ-:isttoTopF'IRtE iT°c-neilndj j:ecT:he'_.S.` :eeTcnit3.d5) S - CeilinElaistteParellel Raft-r lFace-nailed) r--- ,` cw pe-js;:t Roof pan(ftj provide the code-re aired minimum 4. ALL CONCRETE SHALL BE MINIMUM Fc= 3,000 PSI STRENGTH AT 28 DAY TEST. r I.--T:S e 3 a :eeT:�"e 3 -"1 c=t`:-c 12 F,6 36 12 24 36 1 1.2 24 36 12 L4 35 16" C._ilarTieistl"psnverPe-naorr. fete-rrei'le•dl I:teI;�es.9V ,-eeTa�'e3 x'1,1 epr- pp. --_ ;_� center-to-center spacin,3 for nails Collar pie t6Re'ter pact-neiladl MIN, (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM FC= 3,500 PSI STRENGTH AT 28 DAY d ,tee Ta7'e 3 EI 1""T.bhe 3 6 oe•tieafter 9ic,tkin s_^after(Toe-neiled Raft?T SiS.inpt Required Number of L6d Cnnwon of d0d Box Nails per fleet Joint Connertion`"`2 a't r- TEST.) ?-z, ! �.g:c 1 fits ch en9 SPar4rt;(in,) -- - ---_ _ ____ �` T Aim?,aardtoRekec' End-nailed! ' t 2-15c :-1•""n, each end 5. ALL FOOTINGS SHALT_ BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L.B. FER L2 3 5 8 3 6 5 5 9 1-3 6 17 L7 \ : S.F. 1{r�,4L FF.AId IriG ° ° - , LSTA21 USE 1151 MnSON Il GS2O Top PleteroTop^late CFece neiledl 2_i�' 2-1Rd 3111_ 15 4 LCI a 1` 6 1.2 17 1S _ L5TA21 0 0 0 : \ 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL GORE. AND LOCAL CODES, pe-ra„" CLEAR • I I/�{nx20 GAGE Top Pares st rnterstctiont fzeee-nenEdl _ 19.2 4 €' 1 ' S 1� LC 3 1� 2.1 9 1R 77 0 0 1, ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. stud to Stud )Fare-neiled} �1°` 51t" t" 5-rr- -- _-15r z tF, 2d•„r 1 5 1� 15 6 !.� Is 9 17 15 1.1 23 3�- . SPAN - 8. ALL LUMBER SHALL BE DOUGLA5/FIR No, 2 OR BETTER, MIN. Fb=875 F.S.I. UNLESS OTHERWISE NOTED. readerroHeederlrace-nosed) 15d 151 16'o.c.:"o^ !dee: L7 o \ - GALV, COIL STRAP Ll, ALL STRUCTURAL HEADERS TO BE (2) 2"x6" UNLE55 OTHE"15E NOTED. Top ar Ectton Pieta to Stud ,;Sohl-nnilcfi IseeT:;'e;5A1% retie Yayfe 3 5!q pe-;t.c 16 3 5 10 3 5 9 S 9 13 6 12 17 W/ (7)-IOd COMMON 1i12 NAILS ® EACH END 10. ALL FRAMING SHALL BE DOUBLED UNDER FARTITION5, POSTS AND AROUND ALL OPENINGS. ectturnPlatetoeloorjoist,Bnndjoist,Eradjr.ht 2_t 5e, Z-16CI1 p,-Sao 19.2 3 E 9 4 7 11 6 it 16 7 JA 71 ° --1 or Sloct:inE i:FeIce-nailed) .2d 4 ' ," 11 5 9 Is 7 13 19 9 17 25 0 II. ALL HVAC EQUIPMENT SHALL MEET REC�UIRE'MENT5 OF THE INTERNATIONAL ENERGY CONSERVATION OF STRAP rL4rrn FRAT,IIN, 12 3 3 5 ? a 6 3 6 a 11 16" CODE REOUIREMENT5. Joittta5dl,Top9lateo,1;i,der ITc,e-non,1 j 2-Sc —_. J.-1G L4 ° �� MIN. 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL CODE SECTION gi E I pe,Je,w 16 3 a 6 3 5 ? a Li 5 9 1 -1/8 Provide minimum end distance . u t dlarl^.F in to la1 Le neiledl) 5112 .-Sr- 2.10d sac'-,a••d .14.2' 3 5 '• 3 5 4 5 8310.2.1 MIN. 5 5.F. OPENING ON FIRST FLOOR WITH 20 MIN. WIDTH AND 24' MIN. HEIGHT, 5.1 S.F. ON THE 2nd gt'a ttTc.e-resiled 2-`r 7•bna eache,r+ 9 13 6 11 17 FLOOR, AND HAVE A SILL HEIGHT NOT MORE-: THAN 44 INCHES ABOVE FINISHED FLOOR. 8tackinglosin°rTopPlatejTa--naledj a-16r A-1 E,+ 24 3 5 9 ? ? - L l \ s bl°c 11 6 11 1° 7 L4 ,2S SIN,LE S f1�AF APPLICATION G�UaI number Of specified 1e2;er5;riptoBeenr�Fsce-neiJedl 3_} .1.}5,J - 12 3 ? a 3 3 4 3 4 5 3 5 g (ML,I..TIFLEE; MAY BE USED) 13. WINDOWS AND DOORS SHALL BE 1^IEATHER �5TRIFPED AND CAULKED. Joist on Ledger to Seem(Ta--r,eiledi ; sn 3-1 Ell t ,a:at na115 In each end pre•J. t; 3 ? 5 3 4 5 3 5 v 4 7 LO „ E•sr,d iloist ra mist I End-n ail edi 3-15c d15-' 7:1.2 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60 pt-lnot -' — -- E.and!oitt to 5iri or Tc Dista TcE-nailed 19'2 3 5 3 a 5 3 5 "3 rT $ 1 R- i I 7.1f_d 3.35d pr fa a: „ c n ABOVE FINISH FLOOR AS PER INTERNATIONAL RESIDENTIAL GORE SECTION R-308 d R-308.4.5. - - 2,5 q f,�E "_a11'�r501'Ii STUD TO SILL. PLATE @SLAB DETAIL ( INSTALL � 16 ON CENTER ) ROOF SHEATIMIG - ° - 5 t 4 3, li 5 LU LS -.----_----- — 15. GLAZING SHALL CONFORM TO INTERNATIONAL RESIDENTIAL GORE SECTION R-305. - --- _--- 12 3 !,.E9P5 5.'8" BEARING —-- --- -- _____.-_ 1Vcad Stnacturel Panels Isee Tab:e.3.1J -{ 3 3 3 3 3 3 S 3 4 6 --�---- f;• 1"71..AT1=5 AT EACH t IOP r, 3 1 3 4 6 3 5 r ANC,HJR, BOLT. itiag�annl 2•a sr�9 S'•cn Lh ire;, 16 4 T 4 i n CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA- INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1)— - -1 1`4 6'or 1 K7. p'i2 3 .. { 2-Bd 2-1i',_ •-rcla,ac•t 19.2 � 3 � 5 3 5 7+ 3 5 9 -'4. 1":1.10'cr v:ider 3-Ed 3-14d ser s:aoo-c 2 3 . 3 4 5 4 6 3 h 9 4 a 1- "t' r, n --1 r cROJta7I WIND DESIGN SEISMIC EiIJBJEGT TO DAMAGE FROM WINTER ICE SHIELD tEWNu^5HE4THINt -- "+' USE 511 It'SQN Use ever other Hall hole in a rota to DESIGN 1NDERLAY- FLOOD AIR _ _ L2 9 3 3 3 ? ,7 a ? 5 0 Gf'O-E 1 I/4"x24" MIN. :'; t 5110TH SPEEDd TOPOvRAPHIGSPCGIALWIND WIND-BORrIE DE516N FROST TEMP. Gyp:un'w4allh,aard 5c,_,,o:Er: SdcoOers e:ee",in rer _ "; G50 I 1/4"xib GAGE- ' LOAD GATT- NEA7MERING a TERMITE c TEMP. P MENT HAZARDS h FREE7.1;1E 16 : 3 3 3 - 3 5 3 4 6 STRAP TO TIE DOWd STUD TO ''s,; f provide the code-required minimum EFFECTS k REGION(I) DEBRIS ZONE m 9 };b 12:12 :'i; lI (rr REQUIRED INDEX(I, WALL5HEdTHMG � � 19.2 3 1 3 4 - 4 r 3 5 SILL FLATS TO FOUi,VAT1ON. .."' IS-ALV. COIL STRAP z' center-to-center spacing for nails MGDERATE c 140cd?tructural Pane L- I. 30 P.S.F. 140 M.P.H. YES 1_-00 OR LESS B SEVERE 5...O., II REQUIRED WA Sell €e' li,r. Cee T:mle 4 11'• 24 ? .. 3 3 5 3 5 3 F p _ Structural Fiberboard{•anel•. - - / d I 2 TOHFAVY 1, I Hee cin'ccmne,t: re ,t ICC- 7e •I p rte,ib -Ica b=era -------.-,---, W/ (4)-IO / It O 51: f POUND PER SQUAPE FOOT 0.04 T9 kPa I MILE PER HOUR s 0.447 M/S - 11;a za orr;.,p 3•eCTe;E,re�c J Dns a. n r=q,i i';h the riot_ s,F, o v' d n,;,a I,head r or rid€e b=am des n=d to NAILS � EACH CND FOR ,n120',1-[ 2"a,g,7A6"•e:d, res_ettfrBaf,pli=dload5. FLOOR JOIST BRIDGING 1t11 CONCRETE 5LAB _ __ _ _ OF STRAP 16 O.G. - 2 'dd),a+n tn`prmpdiat=su ort nF r,r--after`s rS i1Fr b•,*vertical orals car^urhns to a Io=dE'= ,i e all,tl,e fah.dated.�- Irn1- a.WL-ATFCrRING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO 5ATI5f-Y THE STRUCTURAL - _ T_ _ _ `_' Y _ _ 1i-a .ply' r.,ogn_ ,n ..:-,r p-,n ar . .r. c > r - rc, mr n _ REQUIREMENTS OF THIS GODS.THE WEATHERIhIb COLUMN SHALL 8E FILLED IN WITH THE WEATHERING INDEX, "N1 d LI6IBLE;' "MODERATE"OR P 3'---- 5'c.e-c e_ n__:_ ,r_ _ r_n 5,_..r_I L_ nnitt_dt tw _rL_?d r- _rt _n=1 i - -� 2_13_• 'P ' ,•- P ,':,�... I a �,'ry �,-� '� -------- "SEVERE"FOR CONCRETE AS DETERMINED FROM MCSURi✓8301.2(3).711E GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 34, C 1.0:•'_A,1,Io,;»11-T,he:r A- P F I-rE,_actin,1w ,4aan. G 55,G 62,G?3,G q0,G 12q,G 145,G 216 OR G 652. r;fp,u n'.valrhoa.d 3 E.)u=,al?ret ccmnertIDnE ata r_q,_:irsd f:-r cs I.na jr;i-t to cetl•ne joist Tap sp"ica3- USE 51MF'SON b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.10).THE JURISDICTION SHALL FILL IN THE rRO5T 5:'` 1e 5d cc•o'cr: c?ce:IT;etc / 511x511 LBPS 5/811 H-.rdha and E'r Ed yea T.',Ie 311', � 7abu CTed healgcirt ccr-rne.,i,r)fSgUVem=ntS do rest ir,cude iheaddlt+or„I N=Flit o°the-E-Hnga-ssnlbdy �/41, . B -ARINV td-, LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. pert,ic4cbc-erd9aneis ' PLATES t".L'er, 5 sa1lU 2tt-d hG=l irrrt t[nr=•C'ti�•n T^5 C]l!IrFn'e rt 8_._.U',I�1:�1 j""IS f.0131 L:'rrTftrPr tls9 3r?i�OC'e`-d�t tI'.E]-�"?t".'71T'.C,T`I1�2"e C11C Sp:_r: I I e,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABIC TO INDICATE THE NEED FOR PROTECTION DEF['NDINC"o ON WHETHER THERE HAS BEEN £c Fd 1-ee m:r.=: @EACH 5/8 DIA. A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE'. iri.g.anal E•Oard3heathin Up3,art c?i ink joists nr ra>t?r tie:are'o_ated hisler in t°,e at is spar❑,no attic 4tOtae i;a^snot=d,and th Cabala"eel h=el je,i C d.THE.1JRI5DIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEL-D FROM THE BA51G WIND SPEED MAP[FIGURE 8301.2(4).4]. WIND i"a 5"or 1'n7' EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-5PEGIFIG BASIS IN ACCORDANCE WITH SECTION R30L2.1.4. 2'I- 2'JC'' Der-J,PoK t: tt,afDllr,,;,ir1 fzr,•, g X e5" DEEP MIN 1"?10'ofI ider >.,, c7nn `i req��'r?m=�lx:•-ahal!t:p in,r=i:_Fd € --.,� � CONCRETE MINIMUM e.THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL VE SELECTED FROM THE COLUMNS OF qT-I/2 PERCENT VALUES FOR WINTER FROM �-`� 3 10d ser a1-?cr ANCHOR BOLTS APPENDIX D OF THE INTERNATIONAL FLUMBING CODE.DBVIATION5 FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO RErI FCT FVC0P..5fif4THtNG Cei il- Hetght/°Tnp Ireel Joint Conn=r€ion \I\ s Fc= 3,000 PSI LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE A5 rETERMINED BY THE BUILDING OFFICIAL. 1{toad°fracture!Pane L- Plate-to-Roof Ridge SPACED 51^011 O,G. F.THE JURISDICTION SHALL FILL IN THI5 FART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION 83012.2.1. r Adju_tnient Far:tors STRENGTH AT 28 g.THE JURISDICTION SHALL FILL IN THI5 PART OF THE TAB,-E WITH(A)THE DATE OF THE JURI5DICTIONS ENTRY INTO THE NATIONAL FLOOD 1 orla_s ,' 10c 5'edpe'I2 t'e:c a llejghtlH,jFtal — INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE POR MANAGEMENT OF FLOOD HAZARD AP.EAS),(B)THE DATE(S) ;,eater than 1" Wd iE,r. 5"ed:-_ 12'r'eIr y rr, DAYS AS PER 2015 EDITION THE FLOOD INSURANCE STUDY AND(G)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND i°BFM5 OR OTHER C1ingonal Board Sheetft ir.; `` T T-9 -- , 1''1 OF VT- TABU_ 3-2c,- OF FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,A5 AMENDED, 1".,r 0r Yxg' 7.1d 2-lo. a0°� ,---.-�_,.- `�—R 113 1.50 OF TYPICAL h. IN ACCORDANCE WITH SECTIONS Rn105.12,Rg05.4.3L,Rg055.3.1,R905.6.3.L,R905.T.3.1 AND R905.8.3.L,WHERE THERE HAS BEEN A 1':.to'C wider 3-5.1 3-30A _ import 114 1.33 NO INSTALLATION HISTORY OP LOCAL DAMAGE FROM THE EFFECTS OF IG5 DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH - A N:'iir-ra.ie.Tert:: e�:_�r�.„pll: e'•;h.-r ,e �, F..., ij5 1.a5 FLOOR JOIST @YES. OTHERWISE,THE JURISDICTION SHALL FILL IN THIS,PART OF THE TABLE WITH®NQ. - p c E i c es or,-:.rtcr::.t:a page _r_ea.1r terr,a-'ae•aa,' :d edu4:s-: 7I{;lItIIIII -- L,e,_oem,,, ern,.015 e::F:,.rpair _rr1s,,r F n •T.r, fv.-t •Fe-,F- ,l a. , �. - rl 1 5 R I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABIJE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE d c Eis,;' rc s to pt°i,e°:-er:dee o >.• .: obt:;s-h,l- - 1'`C INSTALL OR055 BRIDGE MIN. V-O” STUD TO SILL PLATE DETAIL ( INSTALL @ 16" ON CENTER ) 8403.3(2)OR FROM THE 100-YEAR(qq PEF�GENT)VALUE ON THE NATIONAL GLIMATIG DATA CENTER DATA TABLE_ "AIR FREEZING INDEX-USA e :`.e: ao:r-'7r. n,i1,r.roc,9i.r7--,_;or roL-tarp+-e7-be,a 5^01:•e dot-ec.°r.temple co^-:ec.n:s;p'1 be 1,110 1.1' -- METHOD(BASE 32 DEG.F)." Ltec to•r.a-rt:,•Fe iopc rcth O.G. --' - -- - - -- ---- --- —_ JURISDICTION SHALL ILL N THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER - Vi`e-r,:.:neathire is-:•,;inLn,-o.ert_o-„--r_,, T sr ,F-,. rd ter Lateral der?�e* �Pd1-ra ipr b_•lo';:tree raft? ti<>mai a+:te�i?iY inch t.tl?,ra er ti?_ar?Ittiat=tat"r,'=er,=_-third of J.THE F I H TE a. ... _..aii:;sramaeroPrpil;:a bropern+itced5°be•±d_cedta - n F � 111, DATA TABLE OAIR FREEZING INDEX-USA METHOD(BASE:321bF)e 1-IE,d n:"ser rock the tap p-'el-rc.7r.r,dige height,H_„°r vvhar H,fa srreaterthan n fe?t and rna',!?7u'ir_additional ccnsidvatic•n. USE S 1 t 11 =nC�l' k. IN ACCORDANCE WITH SECTION P.301.2. 1.5,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE -� - ( S�0 � Use e`✓er other Hall hole In a row to TO TOPO6RAPHIG WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OP THE TABLE WITH "YES."OTHERWISE,THE Table 3.4A Rafter and; c)r Ceilin#,joist to Toi) Plate Lateral and DECK DETAILS (NOTE USE TRIPLE ZING GONNEGTGf�Sj /fin , r- ; _ JURISDICTION SHALL INDICATE "NO" IN TH15 PART OF THE TABLE, I Exposure Table 3,6 Ridge Corlinection Requirements for Wind -- _- _ I 1, •, X20 (�AG>« I. 7N ACCORDANCE WITH FIGURE 83012(4).4,WfiERE THERE 15 LOCAL HISTORICAL DATA DOGUMENTIrJG UNUSUAL WIND CONDITIONS,THE Shear Connection R�quirerrterrtsExposure ---_—__..__ _.__. ___— , provide the code-recplred minimum JURISDICTION SHALL FILL IN THIS PART Or THE TABLE WITH "1 E5”AND IDENTIFY ANY SPECIFIC REOUIR.EMENTS.OTHERWI5E,THE JURISDICTION I irr n '' _ EE°erd'9I_r"r:I .==_a'ITI7tiD11": F00(�5.'£'6IltI'r Eft 1':)()5'i QALY, COIL - 1 I center-to -centers spacing for nails F1__,..riFtl r ,It fn.�ti',-t(_I a;,�l :' ��RP� - \ SiRAP ,.,� �I- I2 R g SHALL INDICATE "NO" IN THI5 PART OF THE TABLE. M. IN ACCORDANCE WITH SECTION R301.2.L2.1,THE JURISDICTION SHALL INDICATE-THE WIND-BORNE DEBRIS WIND 2:ONE(S).OTHERWISE,THE a{n7_y,r.Wind Speed 11 r u '� \,tel USE 51MF50N JUFZ15010TION SHALL INDICATE "NO" IN THIS PART OF THE TABLE. - g-€econd west rn h 110 1L5 120 130 1.1 1:17 I 160 170 164 195 �', --RAILING V`J/ ('1)-5d 1/2 ` 7{lit-yr.Wind Speed i' I p 1 ®" \ ->�` /' n 110 11'; 1Z0 .130 140 150 15tH 171) 180 145 --. \ 5"x5" LBP5 5/e5 _ 3_s'etpn l, use(�ttph _ Rn,if s n �o ' --� NAIL C ftC�H C-Nf: _ BEARING PLAT)<J Wall nanf Fitch IR1pa R? uirpd Capacity of Ridge Co;,nection IQ?A,t' o m a\ �\\" OF STRAP 1(711 Q \\ // I 5 REFERENCE STANDARD FOR DESIGN OF STRUCTURE I Raft?rfCeilingJuist Number ofEdCommon rlaikorInd RoxNaiksIToenailedj --- -------- _ __-_-__ -- _ ______ °°®° © EACH 5/8 DIA. Height 12 P1 11)5 156 FEP 205 1`15 291 32t 1 Sparine Iin.J FeRafterr DC 447 P05T— 1 �1' I 1) AMERICAN FOREST AND PAPER ASSOCIATION (AF d PA) 2015 EDITION R quiredin Each and/orfeilinploistto Top Pi?tc-Coiinectj,in __ 1 X 8'r DEEP MIN lei Sir_, 1-, 141 IP2 ;26 27 ;7° 92pi j 1 r.I WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLING-S. I 4'c ,Q r [,� 8ANCHOR BOLTS -------- 12 a 3 a 3 _ 30 r7r, 1_ 1._ 277 xti_ 3d- boy 473 545 EE1 [,��s�11'1�z'Z_8301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND 2'r1U1IMU I I f0 ? T j > > 3:1� 24 15' 3C' iii 'T? 390 410 t^c) 563 SEd T33 SIPECOVEq I I 1 t DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD - - d I I • SlmpSon Sfi-ong-Tie r SPADED 3 -O O,G. 8 7 - 3 _ , 28 124 l2 246 516 395 479 55`0 563 `5? 92 � WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE 16 - - - 9 _ 5 d' a a'i t r, A5 PER LOIS EDITION 32 X13 psi 4 - - f: ` `a U" ':, r?rx.lf' FLOOR EQUIPMENT. ICI 2 3 _ U s ? 3 4 i5S ?-3 So57 ". ?, r w t y 1r )..� 16 X31 275 sle �r,a r 'tf:t; ."l GONC:Rr_-TE MI1�lI1 1Lr-1 Ofi= W1=G1�1 TAB!_,' 3.2G 8301.5 LIVE LOAD.. THE. MINIMUM UNIFORMLY DISTRIBUTED LIVE P, 3 - 3 4 5 5 5 S 5 c, _0 E16 73.0 1!52 922 1190 Simpson Strong-Tie LIVE LOAD `0 lb, LOAD SHALL BE AS PROVIDED IN TABLE R301.5. 29 J 12 55 e 113 39 168 Sea'? 24i 'SEE 321 Simpson Strong-Tie PG rC=;:"00<,.1 fi�':51 DEAD LOAD IO Ib. _ _ l0 3 -_ 3. 4 5 5 5 _ 5 6 -- TABLE 8301.5 1 Frescrip`',:e lintrtvar-fas=_dcrra,sJmp, 15 S7 ICl2 11? 15{i IEb' 221 tB5 8119 4c1 d2 ABU44 STRENGT} I /� 1 ::� T= 4, rsm tl=3 20 1It4 128 147 17 I,r 232 V10 33i d9,3 433 hi3F j•;,,~,-p ,-7. TOTAL LOAD = 50 Ib. I +) _k "- P n raF r ,th=<um r t - _ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2 ..w'tpn r_eiiine r'i are i, to lad 3ral)el;_ r €;_ 311_ n`her=;ar and ceilir.= r ist sha I eTual Or=_'rcGed a,:12 3t 131 153 175 Z,E Zao 441; 497 453 Sgi3 Simpson 5tron -Tie ROOF (IN POUNDS PER SQUARE FOOT) the tabulat=d non,b=r Of x,315 reau;r=d. p g LIVE To g:aid 5 ,1i f ng,rest ntr, i,ar 2 Her:'.: 28 153 Sv'B 2115 tn3 325 9g} t64 5403 SZC, TStt DBTI GROUND SNOW LOAD 45 Ib. LOAD r:t t -r,_hall b instal ea 1n each e•cle cf a rafter rr ceiling joist.r:h=n fattenad to a 2v4 g.2 171 ,J, ,-: r USE „� '•�•1 3-. 5_.rt 5P 'r•0 Oc7 �/� � -�- - DEAD LOAD 10 lb. , i! tamp P�._,C.?,t,:rnails Ir,E2ih sit;='''''hen`a_txn<_d t':,a 2,9 Trp F.l;tc, 35 •06 . �*.0 ?E4 X33 41C 5114 505 E9a 787 RE I � 1� C � A \ r WIND LOAD 10 Ib. UNINHABITABLE ATTICCS WITHOUT STORAGE b 10 4 ;vr :, ;c I. -'" —_ .rr�here t>_,ppl?t?-[C'-, '1,,: ccr),1=e(,_e?d 11_'';the}'S'-1a'I b%?dju�t5d a5f�.lr_r,VS 1z =1 E:1 6p U';a trto i Z 15'5 19< 2Ct? 2", __ ,� ------------- . ---------- - -- -. " SEI5MIG UNINHABITABLE ATTICS WITH LIMITED STORAGE b,g 20 + - - =� - . HABITABLE ATTICS Ef ATTICS SERVED WITH FIXED STAIRS 30 44rafl Height g' L6 53 E:' ✓'- 1.0 ia6 1'S dC'S aa2 2 a3. C-- GATEGORY G" (EXEMPT BALCONIES (EXTERIOR) AND Or Ia 40 I0, Zr7 8S 100 115 147 lB? ?2U' w50 303 3d}t all ==== ° J015T �� 1Q_ 119 13J] 17, 54 i2 ae4 411Ea ° NfEF'Gt�M_Pl I�{NGE STATEMENT BASED ON RESIDENTIAL FIRE ESCAPES 40 Top Plate to Ridge 5:12 7 7 2to 2 3 0 CODE OF "NEW YORK 5TATE° GUARDRAILS AND H/ANPRAILS d 200 h �1d1'Jsth>ent factor __= 1 SECTION 8301.2.2 (SEISMIC GUARDRAILS IN-FILL. COMPONENTS r 50 h H=_jgtlt IRI _ & 119 13:9 151 20e 255 308 364 ,124 4Z9 ggp - — "TEGO" JOIST HANGER THE F`R/JF t�SED HEATING, PLUM1311`IG AND ELEGTRIGAL SYSTEMS SHALL BE PROVISIONS) PA55ENC-ER VEHIGL�S GARAGES a 500 10' l.C`J I.LIt'• 32 f56 15'? 17.1 .3E Ze2 312 Sio 47; ;_- E-,: I GAPAF3�E OF HANDLING THE LOADS OF THI PROPOSED HOUSE., AND SHALL 15 179 3C17 i£5 32.9 =.96 15e .45 62: LEDGER CONi 021.1 TO THE 2015 IRC ROOMS OTHER THAN SLEEPING ROO 5 40 15' 1.15 1'�5 35 --- STAI PING ROOMS 30 d0' y,�-1 c 12 S9 -c E3 2,1 'a9 i19 141 154 .1�r 22+ 3 " STAIRS 4o c I - I=L' - - SECURE TO STRUCTURE w/ I/2/8 LAG 60LT,:, +� 16 O.G. A. ELEVATED 6ARA6E rLOORZS SHALL BE CAPABLE OF SUPFOTZTIIN6 A 2,000-POUND LOAD APPLIED OVER A 20-SO(IARE-HIGH AREA. 15 59 11 Liz LCT I3'_• 159 JT3 211 2__0 972 B. UNINHABITABLE ATTICS WITHOVT 5TORA6E ARE THOSE WHERE THE CLEAR HEIGHT BETNEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 iNGHES,CR NHERE THERE - 20 79 92 105 135 1615 394 233 273 315 -.- ARE NOT TWO OR MORE ADJACENT TF155ES WITH WEB CONPI6URA'TION5 CAPABLE OF ACCOMMODATING AN ASSUMED RECTArI6LE 42 INCHES IN HE16HT BY 24 INCHES IN Table 3.5A Top and B1)ttartr Plate to Stud Lateral Connections t�r7� ,r �'$ � — WIDTH,OR GREATER,WITHIN THE PLANE Cr THE TRUSSES.THIS LIVE:LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REOUIREMENT5. for Wind Loads Exposure re 5:L` ;1i 9' Sii 127 ' lE2 194 339 2e2 aa7 a7E i:a GIRDER CONNECTION TO SHEAR WALL SEGMENT DETAIL G. INDIVIDUAL STAIR TREADS SHALL BE DESI6NW FOR THE UNIFOIRMLY DISTRIBUTED LIVE-LOAD OR A 500-FOOID CONCENTRATED LOAD AGTIN6 OVER AN AREA OF 28 111 129 1d.7 � 1EG I 232 279 329 3.P2 93B 52? SQUARE INCHES,WHICHEVER PRODUCES THE 6PTATER STRESSES. ,'Pl___rjptive Alt�rni-rtkf-to-,l�,l : ,r,i 12. }2- s N.T.S. PER WFGM FIG, 1.5 4 SEG. 3.4.4.2 D, A 51N6LE CONCENTRATED LOAD APPLIED IN ANY DIRECTION A'1'ANY POINT ALONG TFIE TOP. 113 IEE 215 2E5 819 3RTr 4:,s -`,1 RFrq PIPE COLUMN (INSTALL cm EACH COLUMN) _ E. SEE SECTION R50'1.1 FOR PECKS ATTACHED TO EXTERIOR WALLS. 36 1»_ 15o i°'7 ti:12 '9u . 352 d25 491 5E,.1 =. Tom•^--_ --- F. &LARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY AFrLIED E4 - _ MINIMUM SHEAR WALL SEGMENT NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SOUARE F(OOl-.THIS LOAD NEW NOT£E ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD 7LW-yr,Wind Speed 13 49 _3 E2 e5 9,0 11=' 152 1°,3 17w 211. SIZE ASPECT RATIOt REQUIREMENT. 1117 LLS .130 130 140 L 153 176 1)'0 195 16 55 73 c1 1C'2 Sz= 1'9 i;6 2C 1 233 Ze.l Ff %;; H/L < 3 I/2' 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE N8•IERE THE CLEAR HE16HT BETYC=N JOISTS AND RAFTERS 15 NO'r GREATER THAN 42 INCHE5,OR)^THERE 3-sFcond gust(rnphl THERE ARE TWO OR MORE ADJACENT Tl¢1J55E5 WITH WEB GONFI6UF24TIOr15 GAPABIB OF AGGOMMODATINb AN ASSUMED REGTA.N6LE 42 INCHES IN HEIGHT BY 24 INCHESI J - t0 IiS n2 103 i2a 156 $^g7 din „,r IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRU55C-5.THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS Sttid 2°4 291 451 WAa, T H SC-GI-fENT WIDTH (Y� n WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET, 7:12-12:17 21 94 ill) 123 153 1B7 233 5.3 9Cri 3x°,2 42] R %,, 8r-11 :2'-411 n 1. THE ATTIC AREA 15 ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 50 INCHES IN LENGTH �[73Cing Wall 1j21�f>t till Required r'dUt7,[16T t f 1511 CornrTTon Flails c•r 40d Br,x Flails prr. int tc,Rlate ConnFttirsnt" n 119 129 .144 17D '�1E Z61 3117 ,3l,5 =1 - 4ai 7 �;l __ �� -I 2'-8 THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LE-95 THAN 30 INCHES. I1n,I /"" / tl Io,_In n 2.THE SLOPES OF Tl•E JOISTS OR TRU55 BOTTOM CHORDS ARE NOT 6REATER THAN 2 INCHES VERTICAL TO 12 UNITS I _-_ 32 134 147 Ir54 244 250 2Pia 351 411? a86 5, ( 'I I C\I 3-O HORIZONTAL. 3 a --- _-- - i_7 E 2 <Id,, ,, . 2 2 ;2 2 2 2 35 lE5 lab Z_3 2EI 3.5 395 45^ 5a5 E3< l '/ 3.REQUIRED INSULATION DEPTH 15 LESS THAN THE JOI5T OR TRUSS BOTTOM CHORD MEMBER DEPTH. - - S0 11 7 1 Tab'Jtated to'rIneclicrR requi-oments shall ba _rr-it:-d to?^=_ r ..l`,r;; ,,,_ THE REMAINING PORTIONS OF THE JOISTS OR TRll55 BOT(OM,CHORDS SHALL BE DE516rJED FOR A UNIFORMLY DI5TRIBVTED GONGURRENT LIVE LOAD OF NOT LESS _ _ y , 2 2 Pa m'dlt'pl ed ba O.,C,fpr fram`n�n,7[!Drat.aEl,,ith n 8 feet o,C ui!dina cOrr,?r.€. - THAN 10 POUND PER SQUARE FOOT. n ` ` - 1 H. 6LAZIN6 USED IN HANDRAIL ASSEMBLIES AND 6UARD5 SHALL VE DE516NED WITH A SAFETY FACTOR OF 4.T14E SAFETY FACTOR SHALL BE APPLIED TO EACH OF 12 2 2 2 7 7 2 e Fab+J'at?d cOnnectiDn,Caul,?relent_❑,=based On to'.al ue!i mi,nu-the roof as;ar ,hiy diad I°cad of 6)rsf '1;0.6> }0 psF=E psfl. i I USE "SIMPSON" THE CONCENTRATED LOADS APPLIED To THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-TILL COMPONENTS.THESE LOADS SHALL BE DETERMINM INDEP--NDENT Or 12 I i� n I 2 17 ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OGGUR WITH ANI OTHER LIVE LOAD. - ? �' 2 ^ 7 2 7 i TaFu'aterJ tOnne[t)on r?pair?m?ret:are"❑sed Ona_ inch red__?tanner ion spacing,fpr d'ff=r?ret rid,=[lnner;ir,T spacing,muhiplp I HDU4 HOLD DOWN J - - the t.abulata z 7 .2 2 7 daauesb,'th_app-opriatsr,0:tip.ie,b.lcr„r WOOD GIRDER ON A 4"x6"xl/4" / W/ 55TB16 ANCHOR DOLT 16 2 2 w ROOF SHEATHING NOTE -- -- — iR ' _ - - _ _, Rid;?[onna:tion •pacing{t.n.1 12 i i'�,z Za J ar 5TE^L eEA°�.ING PL;+TE Ord A J ,r 20 2 a , _ t,lultivliEr C t.39 i.En 2,00 .3.,30 5 1/2" DIAMETER STEEL GOi-UMN (GAN USE IOd BOX NAILS AS INTERIOR ZONE- 16” ON-CENTER RAFTER/TRU55 SPACING 3 2 ' 7 7 4 For jail:rafter uplift connection_,use a mcf spat=quai t,7 tv,ice the juk rafter length.The;arl;rare==r length inNudns the o•:erh3ne b ALTERNATIVE) i0 , - len;th and the a6 span ' - -------. - NAIL SPACING - PANEL EDGE- 8d COMMON 9 6" ON-CENTER - - ' 2 � 3 NAIL 5PAGING - INTERMEDIATE SUPPORT - 8d COMMON a 12" ON-CENTER 12 2 2 2 - ;, 2 7 3 �,��-- PERIMETER EDGE ZONE- 16" ON-CENTER RAFTER/TRUSS 5PAGING 16 1I 2 3 2 2 2, 2 z 3 3 .§ Table 3,10 Roof SSh,eathing A1nolrrnelrt Re uirertrentS for Wind �:. ;- -- 15 2 7 i o j y 3 s Loads / i NAIL 5PAGING - PANEL EDGE- 8d COMMON C� 6" ON-CENTER .e'" r-''� NAIL 5PAGING - INTERMEDIATE 5UPPORT - ad COMMON a b" ON-CENTER 16 2 7 7 9 i A i � i/2" GDX PLYWOOD SHEATHING 20 � , 2 7 ,, _ w/8d NAILS ® 6" O.C, _ EXTERIOR - -- 5 7r�7-yrr,twFind Spa?d 3_spc,�red gust lmphl 11CF 115 120 13tT iso WALL SHEATHING NOTE: 8 - 3 _ �� 15+7 16L, 170 IS,7 C-ODES $ I2" O.G. IN THE FIELD. 14; --- ---- 111 2 ? 2 7 - 3 T 4 C 5L5NE.&Trtl. r' . ` �TRUf T lit, t, G— - (GAN USE 10d BOX NAILS AS INTERIOR ZONE- 16" ON-CENTER STUD SPACING 12 2 2 n 2 d 3 3 4 A 5 E r E F f F E F E F E F E F E F E F I/2" GYP BD. INTERIOR w/ - ALTERNATIVE) — Raftatr`Tn1s€ COOLER NAILS P -1" O,G, © EDCvE $ NAIL 5PAGING - PANEL EDGE- 8d COMMON @ 6" ON-CENTER 24 14 7 2 ? 2 3 3 4 4 4 5 Framing Raft=,'Y=ass n NAIL 5PAGIN6 - INTERMEDIATE SUPPORT - 8d COMMON ® 12" ON-CENTER i5 _ 2 2 y Sheathing Location" Maximum Nair 5parinx;for Orf CmTIiT)on nail❑nr 10d R,2.X Naik[inches-rw,r, IO O,G. IN THE FIELD. . 3 3 3 �} � R SIRC 51t-7CIg Iis,l -l. 4" EDGE ZONE- 16" ON-CENTER STUD 5PAGING le t 2 _ _s, ?- 4 3 S Gra':itv,C STEEL GIRDER Oi`I A �'/L•'' STEEL _ __ _ MOUNT INC PLATE N!!(4) I;2_" 20 2 a a, 4 4 S 5 11 7 ,2 r: i7 a 12 C 12 E. i2 5 1} p, 1Z 6 12 E 12 5 12 c 1.2 NAIL 5PAGING - PANEL EDGE- 8d COMMON 6" ON-CENTER DIAMETER BOLTS ON A 3 1/2 NAIL 5PAGING - INTERMEDIATE SUPPORT - Sd COMMON a b" ON-CENTER I Pre:;vrptivs units are 1135?d rn =ssun,ptcns ir,Tabl- ?.S. n•,ya 15 5 5 12 5 i2 E 12 5 12 6 12 E 12 E, 12 6 17 E. 12 DIAMETER STEEL t^OLUMN 1F.2 5 12 E i= 7 J TABLE ••r Tabulat*iJfrarrn';r.Ic,ads ertd crrn?-tion rp E 12 6 1_ 5 12 E i2 6 12 E 1 _- ---- - -q'u re?rlen�s shaIbepermjt°L-dtobem:lltip!'edh'�;T-�?farfr=m�n=riot•oma❑tad ,` --''•-� ..n3oL7 ]4 6 E 'i'_ 6 12 E 12 5 i? E 1. 6 12 E, L2 7 , II---- _ Iltrw-rlD','c4ne -- 6 1_ E 1� _ Table 3.17E Segmented acrd Perforated 3hearbvatil itolddewn Capacity ALLOWABLE DEFLECTION OF STRUCTURAL r1EPA8ERS' y 5 :2 E i 5 1 F Requirements — -------- - - -- Table 3,11 Wall Sheathing and C 1: 12 i_ 5 1 E 12 5 12 r 12 e ALLOwneLE Cladding Attachment -, , E �IIr 047 E E 22 E SW c 12 1? 5 12 5 i 6 12 E 12 6 1 E 12 i�' 11 STRUCTURAL tdEh1BER DEFLECTIOr! Re uirernents for W Std Leads ^ 5 L E 12 E 6 i2 E FI 1 1.2 12 5 i. 1: E S2 5 ' 12 'S 17 12 / l Rafle,s lim ing sh cs orenle,than 3/12 with no E 12 1T L E 17 6 13 E I2 f; P 1,/1 S0 - i4 6 1' 12 n' a _ _ _ $ E ' Required Holdowv Coamection Capacity(lbs)" finished ceiling nitached to rafters _ - :2 9 i7 E 1' 6 12 E ld t; 12 5 1Z 5 12 F E b h 5 II" jlii\ Rail Height(R.) Wind Seismic Inleri0nvalls❑reel pavilions - Ii113U 700-yr,V,'i red Spee-d 3-secpnd gtrr 11 ,np7 t I'lO� LLS 1?t7 130 i'.n r i50 164 17t) 15x7 iP5 ;5 a !? E x C. '' '1 0,4a 1� 12 E 12 ? .12 5 £ 6 6 F, 5 5 6 _, 5 .8 - - 3188 --- 1920 _ - - - 11'11 floorsandplasteredcOings L/360 Jw,'< 6 6 12 5 12 E 11 6 6 5 5 F 6 6 5 5 E 4 4 9 3924 2160 - --- -- STRUCTtJF Fi Sf1EgTHlla� ° All L/240 _ fiarimefEdg_Zc,iie I4 t Z E 12 6 6 E c 6 E. £ S USE 1151MPSON" 10 4360 2400 _ _ p 5 E 4 .d 1 d .1 12 5232 2380 Extcrior walls wailh lastcr or stucco finish 11/360 c I-T E F f F E F E Is E p � r f F E F E F 12 6 12 E 1$ E 12 E 12 0 6 . 5 6 6 E 5 5 F., E• 5 - I4 P ------ i/ 6104 3360 -- -- - t Stud Sparin� 2 L5 5 i2 E " _ 12 E 5 E 5 <. rr 5 F r. * „ 4 A "`-�-�"� 1" Exterior walls-wind loads"with brittle finishes L/240 5 0,•'E� ~ HDU4 HOLD DOl^IN Fwathlrw_tri--- t W/ 5/8" TREADED ROD 16 6976 38x0 -- l,7aw'I mum,Tail_ tin;;f,,r Rd{c,mnon hJails�or incl Bre.?:r�Iaj6s mcrtas.7.t. t4.2 5 t 2 5 �6 c - C/ cctr {'tnch�,D,t.) ''� _ I• )_ _ 5 5 E 5 5 E ,: � s 4 d 4 d 4 3 3 13 78.18 4320 Exterior walls-wind Toads"wcitlt Ilesiblc knishes L/120 ---- -- 24 5 b 5 Et 5 12 a .-t - _ -la -- -- - - 6 E, 5 :1 4 4 .4 E 4 d - a 3 ¢ 20 8720 4800 2 E 12 L2 12 E, 12 12 E ]2 5 +' '0 12 6 12 _k NOTE:I,=span 1,ogth,H=spore hrigh,. ' Required holddown capacities assume walla are sheatthed in accorda,ce with Section Inter'Dr ictrtei 1E _ , e, - q, t, - Dahl a En I'll€talte ter _ a.The winJ load<hall he permitted u,be oleo as 0.7 limen the Component and t� 1:. 12 _ 6 1Z b _ E 1< $ 1' 1' S 12 4•''1'`-R' S E 5 E F !i n' ,5 1 4 1 3.4.4.2.For other wall sheathing types the tabulated holddown capacity shall he p I 2d 6 1 ry a r 1' "51MP5ON" TYPICAL LGG5.25-3.5 TYP. GONNEGTI ON FOR TWO Claddineb+ado fm rim u,3,x•nf thcdrrcnnininodcRcctiorlbn!i,.hcrc i" E i. E 1: E 12 5 1. 5 Z2 6 1c '; 6 r5 6 E, R31L87r*JSS 'iL'Iih Jp to _ multiplied by the appropriate sheathing l}pe adjustrn,ent factor in Table 3.I7D. b rorennlilcec�nunhel;,LshhPbcmks.,ast„icrd,rlen�hnnhccao1,lvcr - - INSTALLATION CONNECTING- A 3 t 1 6 }, Ra overhang hang F1,T2 0' E n_ E n` 4 d 4 Holddown capacities are tabulated per story.Requirred hulddowm capacities shall be F, �= 5 li F 1' F iz 5 t 2 F 1 a { t• E 1-r 5 i x _ 3 _a ,'I,aETEP STORY APPLICATIONS e.Pnr:hLuninwn struclurol mentben or panel.,-cd in roots on,rJlx of purr- - - - - - PLY LVL ANDA 3 I/2” I.I . sunatned From the Story above to the story below. room addhino;or ati,00.er;.n'acu,ortinc cdee of 81st,or sar-J:,;A, p?nR,e f?r;,�g?�DnF F0 6 t- o -- -- - -- m••L.thauu:llloaddrllrr7innsh:dlnotc,rrr,ll Ifi0 rro,an,Iwiih,,,oris E 7`_ 5 i� f .2 h` 1_ 6 1 _ 1_7 E i'_ 5 E a r 5 17 VOARLiSHEAT111NG STEEL GCLU> ld usctlin nn,h or malls orsum nom add,rinn;nr patioco,-en.d•r nd,d l,,ad dt 24 `� ILL f. 1'_ 5 12 E 1Z tj 12. E 6 E 6 .E 5 6 E s:,aa,°,aaarrrnea rs,.*r.*:::,nc::r.-,�rwnsarrrru,s.�. Ilreuan sh:dl r.nl meed 1_/1211. riBTt�rlrf;ll<". � _ , -- ROAPID5HfAFNltf1;or LAPslolrlG Sh,,Wtink Sim rl r Wrltt _r F C_mol,q r4a rt lnirrs n by cti •d n r, i"s Per support � - 3,�.Icing li-I.,) - �_ Sheathing Site FlafterrTrw-ispacing , t c Lti6nrl '65heathin 0,7 d 2 -U- - ------- -. ---•-------------..-- 0.0 rA'niRltrm rwumtl?rofzd CoRlmnn Nai.s Or Lo,;fe,7 rJait4 Fzr_AI-T1�rt P1P-L_. 2 2 2 ? 2 2 fi�ROf'05ED RENOY�'�TION FORr-Endwall - ------ 7 4 i 4 3 3 i 3, 3t,.'- r i APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD ON OR 1%6w1x5Sheathirb lz-2 2 2 Lriyorlargersheath;nj; y.Lq,2 a � _T H C�D�i� ANNA �3QUTZf�I s r 2 2 - w'•,ph , I� —corner stud ,ADJACENT TO ELECTRICAL METER BOX FOR FIELD INSPECTION. 1x14or1arEzrSheathing 12-24 3 9 3 4 - _ g 1 E TJ:ilscacn=a;pan='Fdga:lin.l tet` �• (t' I.' 'i,'' h'10 HOLDEN AVEi!'.!E_ GUT-HOISUE NY I1g35 Holddown-� - : ✓ connected to IRE5IDENTIAL STRUCTURES WITH TRU55 TYPE CONSTRUCTION, — Q �4 'x+10 ' transfer shear F - rJe-d= ac:n,at nit?-rr❑lisle supprr-t�in the Cane!f=1d tn•r 1 0 APF'ROVF_D BY', -2-1st Common FIRE WOOD CONSTRUCTION AND/OR TIMBER E - "tai'xaar-nE aro,rl?lads-."n,I � ;. � P=%At-L'+ A5 NOTED PRA1,414 BY, RK nails t 6' IGON5TRUGTION FOR NEi^I DWELLING J • - f4ai r ac t' a=;, p i or - a o.e. AND /OR ANY ADDITION, p n=a Int=rot=:rat. 1 ores in th_ F n:•f sh.=❑chin ;ithin a f=zt Dr th=_ rig e ire r til t p�I-,- t,, -f' ban?1 fi?Id/rr,1 €', p? 1 t--r_r C� Jrc`in:'uii,ng 4 feet-rr1 cath side or tn=root p-art G, __t perimat=r ed=e �;`R'-.T� � DA'TF, 0-25-17 ,ALTERATION A SIGN OR SYMBOL DESIGNED IN ACCORDANCE WITH s,r,<attathnapntc�quir=r?nr5_haHxyusad PEl/15EDBY r TITLE Icl NYGRR PART 1265 SHALL BEAFFIXED ON OR ADJACENT O 1 -Dr'a;a:l-i,ri-athi, t. pt {g t' =:: T i.h;n f= rn?C',elle q r'nr I,, rot- For YJlnd_^sat Feet=r(ll3n 1317 n C h,C`or)It: 5 f aired°4'hirrl tl'aflFfel i sh?a load ,t7:D,,c6i.tional 'Hist= D; , r' <f` r 4•'p _ rr5 aft„:hien r?quire�llents sha!fp.rs?d. €i r b. J- -131 st 1,.tall '�'' kv � � �� '•+,(.. �,.r� J� I,,,� ANY ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE bu a _d jai spa=ini asstln r :sh thing attachad to ,1 frac-.,,nE m?mtu s with 4 32 c rl. 7 '" �o- �o I l� J• �r u I,/o i� "'" l`"�r c( I I t o o t . / L rr j'�/ FOR FIELD INSPECTION 'cru,le:ir,roatel,i,air,; Eal'.at':._._ .nadssFr., r 4 he perrllitt=d to L-e s,A-st'tut,arl or:Drat^, na is. %>, 18571 "r'F`.,J._ ,-j-1(, !.xI-xe55i,aoy Drive 5o. Medford, N,Y. 11-163 631) 654-gg4q ATF v„ 4 .s; - l1,117=-17r7_1J O �/ER SHEET 4 SGHEDULC-5 � I G ISSUED FOR PERMIT Oq.'i .l-1 REVISED II.Oq.17 "� `. - ----- --- - — - ----- -- —......----- -- --- -- 1 1-I . N 3 4° 5 5 ' 4 0 W TYPI GAL FOUNDATION NOTES: LIN IEGEINU I. ALL FOUNDATION WALLS TO BE +/- 7'-6" HIGH, 4. 24 8" THICK POURED CONCRETE KEYED TO A S 47" 04 40 „ W N 16" WIDE X 8" DEEP FOOTING WITH (3) #5 REBAR UNLE55 NOTED OTHER1,115E STRUCTURAL MEMBER 9 . 13 ' 2. THL SONOTUBES BE 36'LB� OW GRADRS E -ter--- JOIST OR RAFTER �~ '- � I� FR%M11JG \nI 3. DENOTES HOLD DOW115- 0>> SEE SHEAR WALL SEGMENT DETAILS ON � N SHT. #1 -PROVIDE HOLD DOWNS AT X N LOCATIONS NOTED - -- SECTION MARK 2-STORY AREAS PROVIDE AT IST 4 X FLOORS LC) 23'-g" SHEAR L SEGMENT DETAILS ON 511T. 1tl I T-10 1/2" "1'-10 I/2" 41-0" 4. FIRST FLOOR DECK TO BE INSTALLED FROVIDE 6" WIDE PRIOR TO BACKFILLING - -- EXISTING FOUNDATION 6 NEW (3) 2X6 +/- 8'-�1" X 4" DEEP FAD AT WALL TO REMAIN 5. PROVIDE GRU5H BLOCK AT ALL POINT LOADS SEE PLANS FOR SIZE - - - - - - - - - _ P.TuGIRDER� - _ _ - - BOTTOM OF STAIR I 6X6 P.T. POST 6:� 7'_�" � �'_B" F," EXACT LOCATION MELD VERIFY ON FOUNDATION WALL TO EXPOSED TO W T . 6ALL CONCRETE 15 I ANCHORED TO - �_ - - - - - - 12" DIA. 50NOTUBE I I K`9 u_ V 1 LINE OF STAIRSTANDARD to x - BE 3,500 P51 AIR ENTRAINED FOUNDATION WALL 36" MIN BELOW � I z cv t= � O I-+ PLATFORM -___ , GRADE, TYP. b' I OL I - - - _ _ SEE PLANS FOR SIZE R`(O -� LINE or sc1Nn PORcH aBov - - - - - - - - - - -- - -- - -- -- - - LINE of DECK ABOVE TYPIGAL FLUSH BEAM NOTES: NEW (3)2X12 P.T. GIRDER NEW (3)2X12 P.T. GIRDER NEW (3)2X12 P.T. GIRDE NEW (3)2X12 I I. ALL JOIST INTERSECTING FLUSH BEAh15 ARE TO - - - TOF OF -- - - P,T.- GIRI7EFZ ^_-- _ _--- _ ___-- _ __--- - -- - -- _ - -- --- _ -- -- .- -. _ _ _� HAVE 51MP50N STRONG TIE GONidEGTORS U-- - -- - - - -- - - U - ---- - -- -- - -_l_1. - LJ-- - - - --- - -- --- - ----�J- ------ - ---- - ---U - - - -- -- - - CJ - :.; FOUNDATION WALL EXIST. P05T GIRDER TO PENT%IN, TTP. z EXIST. POST 4 GIRDER TO REMAIN, TYF. ^`------- TO BE HELD AT GRADE _ U► I 2. ALL FLUSH BEAMS TO HAVE SIMPSON STRONG TIE - - - - - CONNECTORS AT EACH END III � iL � � � II v °1 `? es � I i.1 O X d z 0 O� O NEW 2X10 LEDGER p Z I w NOTES: I Q I X > z v s _j I min x u SECURED TO HOUSEV � - 1 0 I Y cl I^I/ 1/2" DIA. �aL O )7 II Q w.z rtl I� 1 U w Cwl LAG BOLTS AT 16" O.G. Ul Uj 'z 1 . EXISTINGI I I mQ- N xxQ- I _- NONCONFORMING II - z w_oop ff ANCHOR NEW N { - w o �, o (I x FOUNDATION WALL I I STAGGER FASTENERS R-40 ZONE I m I -� " NOTE: X l- II z J TO EXISTING W/ O 5-0 5-8 N 7 (3 #5 REBAR AT z w ALL NEW / EXIST. 2. SIDE YARD SETBACK I o, SUB FLOORS TO I n R � IN 2 ROWS 12" O.G. VERTICAL, ALIGN, TYP. I v I MUST HAVE AN (n I - ----- -- - - ------------ TTP. ------ - -) - _ - _ - _ - - - I � ---.- --- v � � � �;�� 5.5"MIN.FOR 2 Y,8' 'DISTANCE SHALL BE PERMITTED TO 5 0.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS m AGGREGATE OF 35'-0" I -------------- - ----- - � _ I I -(0) .5 MIN.FOR 2X12 ARE USED OR BOLT SPACING IS ---- -- --- -- - --------- --- 7 , � - - - - - - - - ---.2X6 LEDGER SECURED � � �� REDUCED TO THAT OF LAG SCREWS 0 / 1 -0 1 101-10" TO HOUSE W/ I/2" D 1 A. I U) TO ATTACH 2 X 8 LEDGERS TO 2 X 8 }- F- NEW 16X24 K v .y -�� LAG BOLTS AT 16" O.G. I p I 2^nen l-J' I BAND Jolsrs. V / I I EXIST. CRAWLSFACE Z N tL 0 O f I I STAGGERED t4� LEDGF_R LAG SCREW OR BOLT 3/4"MIN. Q _ UNF I NSHE1� For Si:1 inch=25.4 mm. O Z DASEMENT _ _ _ _ r l FIGURE 8507.2.1(1) 117 - TO REMAIN PLACEMENT OF LAG SCREWS AND BOLTS RJ LEDGERS I O LL I� NEW CRAWL SPACE ��, f✓ 1 UJ LL p C) EXIST. pSj 0 CRAWL5PAGE "`-d�<� 2" P.G. SLAB IW GLASS I I et f r z I I �y ACCESS �'q��o '\ VAPOR RETARDER OVER 1 -1 TO REMAIN 1-- WELL COMPACTED SOIL W/ --- SHEATHING INC ------ ----_------------ - ------- - - PERIMETER EXPANSION JO )T ( . II . I I NOTE: �-SIDINGH THIS DETAIL IS APPLICABLE. 111-_J-1 WHERE FLOOR JOISTS ARE / -FLASHING FOR NOTE: % s -- ------- -- I PARALLEL TO DECK JOISTS. / WATER TIGHTNESS I I_c_..... -n DOUBLE f LOORDECfCING JOI �l UNDER KITCHEN + } �a I�( 1 EXISTING I -APPROVED JOIST HANGERS 2x1O FLOOR J015T ,� 2 L11tJ ° 2x LEDGER WITH FASTENERS r 1� EX15T. v �� .-- IN ACCORDANCE WITH TACKLE R507.2 r� 6' O.G. _ J I I \r=" I I GRAWLSPAG -��- _ T� TO REMAIN _ r=--1-= __--=- � �--'�=�•--=-I � _HOLD-DOWN DEVICE MIN 750 LB.CAPACITY -- - TO REMAIN �" J / TI I I I I � ______ � FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED 21•� E 151 . I I I w I END OFALONG DECK THE LEDDGER HOLDIN 24"OF EACH -DOWN DEVICES _ - LJ I I SI] ��- U 1 I I I EXIST. SHALL FULLY ENGAGE DECK JOIST PER EXIST. GIRDER TO REMAIN ', +I I I I l� I HOLD-DOWN MANUFACTURER. _ AWLSPA �- - O _ N z TO REMAIN A FULLY THREADED Ya'DIAMETER LAG R r- ` SCREW PREDRILLED W/MIN.3"PENETRATION S v I ((1 EXIST. TO CENTER OF TOP PLATE,STUDS,OR HEADER. ( � O VV ' FIGURE R5507.2.11(2) EXISTING + X O TO REMAIN I D 1 v 1^ 1 0 r I N n �p 2xIO FLOOR J 15T U-I F- PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS 1\� V W LL - I6" O.G ^ EXE REM�` � w TO REM% r-' ---;-� O I c EXIST. - z U UNF I N5HE i I 00 DASEME T � 0 ., .-- O I ------- TO REMA I 4 'n PATCH / REF AIR ��- Q --- -- SLAB AS R G2. + -'''� 30 U NLW 3 1/2" DI o rJC� �� w I EX15T. --- - -- -- S z UNEXGAVATED 50" COLUMN N `� - - i � r 30"x30"xl2" LP �;;��; ;'�:%' �1� I TO REMAIN - ---------- P.G. FOOTING =='!-='I!-='=1 NEl^I BL-AM AS OLD (3) #5 REBAR5NOTED OII PLAN!EA. W%Y 4"x8"x3/©" STEEL PLATE WELDED SEE DETAIL j TO STEEL COLUMN AND FASTENED SITE �� `il(j"�yl, %/2, TYPICAL + I ` �- w/ (4),V2" LAG BOLTS TO WOOD � BEAM AS NOTED ON PLANS __- - - -- -- - SCALE: I -20-O -_---- - --- --- - -- - -- --- _ - - 6"xSTEE" STEEL PLATE WELDED 3 I/2" DIA. ---" TO STEEL COLUMN STEEL COLUMN EXIST. WINDOW EXIST. WINDOW -- ` TO REMAI I/2 HOOKED %1lG1iOR BOLTS TO REMAIN - w/ END-NUT 4 OVER 51ZED Z O N I N(� RE G U L.A T I O N S TOWN OF SOUTHOLD 1 WASHERS 4" P. GONG. SLAB SBTpp GK 30"x30"xl2" P. GONG. //H/ 6x6 10/10 WHM 5.G.T.M. # 1000-110-5-20 ZONE: R-40 (NON CONFORMING) ITEM: EXISTING PROPOSED REQUIRED COMMENTS --��K�o�" 0NT YPRD FOOTING w/ (3) #4 REBAR E.W. STEP FOOTING 2:I RATIO NOTE: FRONT: 40.5' 40.5' 40.0' MIN. COMPLIES 24" MAX STEP DOWN (I) MAINTAIN 6" MIN. FROM 51DE: 2L1' 2Lq' 15.0' MIN. (16.0' SHOWN) GOMPLIE5 TYPICAL TOP OF NEW FOUNDATION WALL a � TOTAL SIDE: 41.8' 41.8' 35.0' MIN. COMPLIES REAR: 146.8' +/- 136.4' 50.0' MIN. COMPLIES 2TO FINISHED GRADE - n a a a d a ° •a. � LOT AREA 50. FT.: 22,511 S.F. TO REMAIN 0,000 S.F. TO COMPLIES a 0.51 ACRES 31,111 S.F. _ ' a a s 11° LOT COVERAGE: q.7`,'b (2,117 S.F.) 1.795 (2,117 S.F.) 2096' MAXIMUM GOMFLIE5 HEIGHT: 20'-O" +/- 21'-O" 35'-0" MAX COMPLIES a _ .. a AREA CALCULATIONS: EXI5TIN6, AREAS PR.OFO5ED AREA5 3011 FIRST FLOOR: 1,421 S.F. FIRST FLOOR: 1,472 S.F. n FRONT STOOP: 15 S.F. 5GREENED PORCH: 251 S.F. COLUMN D E T A IL PEAR DECK: 753 S.F. FRONT STOOP: TO REMAIN REAR DECK: 451 S.F. SCALE: I/4"=1'-O" SCALE: I"=I'-O'• PLEASE BE ADVISED THE GOMPLIANGE GERTIFIGATION 15 BASED ON PLANS AND SOLELY FOP. THE PURPOSE OF OBTA I N I NC A BU I LD I NO PERMIT. IN ORDER TO GOMPLY WITH TOWN GUIDELINES ADDITIONAL I NSPEGT I ONS AND TESTING MUST BE DONE TO OBTAIN A GERTI F I GATE OF OCCUPANCY PROPOSED RENO\/ATION FOP THEOE OGRE 4 ANNA E30UTZALIS 6-70 HOLDEN AVENUE GUTGHOGUE_,W 111135 56ALE, AS NOTED AFFROVED dY: DRAWN E3Y. RK DATE, 8-25-11 REVI5ED BY , 0;�' r'T1 �-'' ��G clford, N.Y. 11165 (631) 654-4g4q . rr) Exl� Crive 50. M 01-1.,�,;;.�,•�� FOUNDATION �'LA1�l, SITE PLAN ISSUED FOR PERMIT 01.11.1"I / REVISED II.Oci.1-7 F -7 DETAILS LEGEND - STRUCTURAL MEMBER SOLID WOOD P05T '7 NEW J015T OR RAFTER PATIO BELOW REN RAILING5 FRP;M1Na EXACT 51ZE T.B.D. AnS PER CODE IP'-b3" X -11 - --- SECTION MARK T-511 7'-5" 4'-II" 7A EXHAUST FAN - 50 CFM MIN. _ __ A5 PER IBC 2015 DN O GO CARBON MONOXIDE IDETECTOR (2) 36" X 60" (2) 36" X 60" ( ) 3 6 " DN SCREENING SCREENING S REENIN6 05D SMOKE DETECTOR BY OTHERS BY OTHERS 13 qTHqRSI I I1 I (2) 2X12 HDR (2) 2X12 HDR (2) 2X12 HDR X'-X1FLAT CEILINC7 1 G.H. R SEE PLANS FOHEIGHT o DECK • O N p (EXI5TING X z p t� 10 BE I� w NEW = III REDUCED) SLOPED CEILING !�JEXIST. WALL TO REMAIN Q v� SCREENED PORCH __-- J _ 0 x 7 O (UNCONDITIONED) ` p 0 EXI5TING 0 cxv K z.D +/- p'-p" N 0 e HOT TUB NEW WALL TO REMAIN NEW / EXIST. INTERIOR Q T BEARING WALL (BW) T in EXIST. DOOpZ EXIST. DOOR EXIST. DOOR ---- ------- I NOTE: TO REMAIN TO REMAIN TO REMAIN GWI35 U IST FLOOR PLATE HE I O HT UNLESS - NOTED OTHERW 15E: -1-/- 8'-O EXIST. HDR EXIST. HDR EXIST. HDR - 2 2X6_HDR NOTE �A I I TO REMAIN TO REMAIN TO REMAIN _ z — ALL NEW / EXI5TING �_ _ nw I 1 SINK U _�� SUB FLOORS TO ALIGN U TYPICAL FLUSH BEAM NOT ►L 1 I E5• Ul z _ :23W-- EXIST. d O O O W J c ( WINDOW d I.. ALL JOIST INTERSECTING FLUSH BEAMS ARE TO J CEILING -JOIST x IZ d AT 16O.G. z _ _ I TO REMAIN - — _ I HAVE 51MPSON STRONG TIE CONNECTORS X - (2) 1 3%4" X Q 1/4" LVL PLUSH EXisT.-HDR - p 2. ALL FLUSH BEAMS TO HAVE SIMP50N 5TRON0 TIE TO REMAIN I IL CONNECTORS AT EAGI i END Ia � w � I ► � � > 0 I PN- 314" OENERAL NOTES: A RANGE 1 O O J 3/4" PLYWOOD SUB FLOOR EXIST. PLUSH BEAM EXPAND D � OVEN BEDROOM WINDOW5 TO CONFORM WITH EGRESS I EX REMAIN I — 1 O O EXIST. DOOR - -- REGULATIONS OF 8310 FLUSH BEAM A5 PER PLANS Q KITCHEN I -_ TO REMAIN « STAIRWAY ILLUMINATION 8303.6 +/- -O _ I O G.H. O 0 BATH _--- _------r=-- =_-'- I • STAIRS, LANDIN05, PAILS 4 GUAP.D5 A5 PER L_ - EXIST. HDR 1 /\^ 1 (EXISTING � TO REMAIN 8311 4 8312 1 J FIREBLOGKING 8602.8 EXI5TING TO REMAIN) 0.� I DRAFT5TOPPING R502.12 I LIVINCG ROOM 0 CEILING JOIST pi _z 0 z_ O z () z -__ _--_- ---- --- ci z TO REMAIN I -- -- - p d O d 0 d p Q FLOOR DIAPHRAGM BRACING PER WFGNi PROVIDE JOIST HANGER AT (EXISTING TO REMAIN) c� _� I -__-_ _--_ z p p z ALL WORK TO COMPLY WITH 2015 IBC EGGG EACH INTERSECTING JOIST I m I �Io� moo` II ALL SOLAR WORK TO COMPLY WIT1I 8324 `l/ `� REP l :.� '/ � O w0 WO 57, p -------- - -- ►- GH (2) 2x6 HDR - - J�. �� E GO DETEGTOR NOTES: /o f o U)z EXIST. DOOR - -1 n O O _ ALL SHELVING I� J z 1 d _ }IDR --_- -- +/- 8 I VERIFY OR PROVIDE HARD WIRED 4 RODS DN !" G.M. EXIST. FIR> (=LACE F u �a TO REMAIN SMOKE DETECTORS w/ BATTERY BAGK-UP IN: 5/S INTERIOR GYP BD to O � ARE A5 PEP. __ - I TO REMAIN y ? L- -- O O OWNER, TYPICAL _ REFINISH w O -- -_ _ — SD GO i. EACH SLEEPING ROOM FLUSH B E A DETAIL As PER OWNER v ~ -- -- 2. WITHIN 15'-O" OF EACH BEDROOM Uj z EXI5TING d z ` �'�� _ GENERALLY THE HALLWAY OR GALLERY) _ ►�d �GEILINC JOi �o Sj. EXI5TING TO REMAIL. CEILING JOIST SCALE: I"= 1'-0" F- z EXIST. HDR ,ti o TO REMAIN X O EXI5T. HDR N EXIST. HDR TO REMAIN 3. THE TOT' AND BOTTOM OF EVERY STAIR I - w IL �_ f— _ TO REMAIN wTO REMAIN ---_---- iI I— HANDRAIL NOO;TE_ EXI5TING � �� N T , O MASTER HANDRAILS TO BE 36 ABOVE DECK 4 STAIR Ul ^� ST � � S�o BEDROOM NI051N05, REQUIRED OUAR05 ON OPEN 51DE5 OF 5TAIRWAYS 4 DECKS SHALL NOT ALLOW THE 1�0 I P'A55A6E OF A 4" SPHERE OR MORE IN DIAMETER. EXIST. REMAIN , q�� BEDROOM #1 BEDROOM #2 5EE R-315.1 a R-316.2 Cr-- THE RE5IDENTIAI_ GODS Q I _-- --------------- ---____-- ------!---_tel..-- - --- - (EXISTING TO R!.!AIN) (EXISTING TO REMAIN) I OF NEW YORK EXIST. WINDOI^I EX15T. DOOR TO REMAIN TO REMAIN I WINDOW NOTES: U1 V' _0 O.H. I. WINDOWS WITHIN IS" VERTICAL OF ANY SUB I EXIST. STOOP DN __- G.M. v- 11 z R --- FLOO , TUB / SHOWER, OR WITHIN 24" HORIZONTAL TO REMAINz -------------- -- - I OF ANY DOOR SWING ARE TO BE TEMPERED L-- 1 2. ALL WINDOWS AND EXTERIOR DOOR5 TO BE _- oC EXIST. ELEG. METER ANDERSEN 400 SERIES UNLESS NOTED OTHERWISE X O X O TO REMAIN -- - "--- EXIST. HDR w ~ w ~ EXIST. HDR S. WINDOWS WITHIN 4'-0" OF CORNERS SHALL MEET TO REMAIN fl TO REMAIN OR EXCEED DE516N PRESSURE RATING OF 30 - _--- --_ --------- -- - ---- Ib/5.F. ALL OTHER WINDOW5 SHALL MEET OR EXIST. WINDOW EXIST. WINDOW EXCEED DESIGN PRESSURE RATING OF 25 lb/S.F. TO REMAIN TO REMAIN 1 4. CONTRACTOR 15 TO VERIFY ALL WINDOW MODEL ---AGS NUMBERS PRIOR TO PURCHASE OR INSTALLATION /LINE 0P F�GNT��D 5�� AREA CALrQLATIONS: EXI5TING AREAS FIRST FLOOR: I,421 S.F. INSULATION 5GHEDULE: FLOORS: R-I9 I WALLS: R-15 + R-3 EXTERIOR FOAM FRONT" STOOP: 15 S.F. FLAT CEILING: R-30 REAR DECK: —155 S.F. PROPOSED AREAS FIRST FLOOR: 1,4-12 S.F. SCREENED PORGf—f: 251 S.F, FRONT PORCH: TO REMAIN FEAR DECK: x{51 S.F. FIR- r FLOOR �0N5 I RUC�TI ON I `� I _ LASCALE: i/4"=1'-O" PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NO A BU I LD I NO PERMIT. IN ORDER TO GOMPLY WITH TOh1N OUIDELINE-S ADDITIONAL INSPECTIONS AND TESTI NC- MUST BE DONE TO OBTAIN A CERTIFICATE OF OGGUPANGY PROPOSED RENOVATION FOR THEODORE � ANNA E30UTZAL.IS Q{✓ �� j + S'y a 610 HOLDEN AVENUE GUTCHOGUE NY W355 5c,ALE. A5 NOTED AFFROVED BYE DRAWN BY: RK �a DATE: F3-25-17 REVISED BY Obert J. c rubor - Architect sr 13571 14"16 Expre5%iou Drive 5o. Medford, Wi'. II1`63 (631) 654-414q 7 IST FLOOR CONSTRUCTION FLAN °f J ' = - ISSUED FOR PERMIT 01.11.1- / REVI5ED II.0q.I-1 DETAIL �oB. #17-08ci RAFTER TO RIDGE DETAIL ( INSTALL �16" ON CENTER LEGEND BEAM AND STRAP STRUCTURAL MEMB;-R �b io n SOLID WOOD POST ° r- JOIST OR RAFTER STRAPPINO w/ t�Agp RJpGE: FRAMING I 4 8d NAILS USE "51MPSON" 0520 COIL STRAP FULL WIDTH EA. END a R.R. a EACH RAFTER 16" O.C. 2 x LOG ,INCA _ ..... SECTION MAR.< iG I 6 I I6" MIN. BEAM Aidp i I �STRAP INDICATES AREA Or - DRILL ROOF UNDER I I DRILL 2" DIA. INTO ROOF DECK FOR STRAPPING IN5TL. \�� ° o° /�. I I � EXIST. OR rlEw , NEW R.P. SET w/ i I I i i R.R. BELOW ; 4 IOd I I ; I ' I ; RIDGc AT ,°° NAILING EQUIPMENTS FOR ASPHALT TOE NAILS� NOTED CONT. GAT7IED_-� CEILING NOTE, ROOF= SHINGLES BLOGKINC� '- """ " USE 'SIMPSON" LS5U21 HANGER ^ BASED ON "RESIDENTIAL CODE OF NEW YORK STATE" a EAGH RAFTER 16" O.G. I I I I I I SPIKED TO R.R.a �ECTI0 - R`105 (REWREM;_NT FOR ROOF COVERING) I II ALIGN NEW & EX. - -- IR'105.2.5 F FASTENERS. FASTENERS FOR ASPHALT 5HINGLES I I R.R. A5 SHOI^IN � - SHALL BE GALVANIZED STEEL, STAINLE55 STEEL, ALUMINUM PLAN VIEW I I i I UM 12 6ArSE [0.105 MATCH RAFTER TO WALL DETAIL IONGH(.61 mm)]ER SHANK WITH A MFINr, NAILS, IINIIMUM 3/8-NCH (15 mm) EXIST. -- ---- ---- DIAMETER HEAD, A5TM F 166.7, OF A LENGTH TO PENETRATE OTE: SIMILAR 'SHED'j I -{ f ( INSTALL © 16" ON CENTER ) THROUG-H THE ROOFING MATERIALS AND A MINIMUM OP 3/4 ROOF, R.R. IN LINE I j N INCH (101.1 mm) INTO THE ROOF SHEATHING. WHERE THE ROOF i I fK SHEATHING 05 LESS THAN 3/4 INCH (Iq.I mm) THICK, THE ✓j„ X I- V FASTENERS SHALL PENETRATE THROUC-H THE 5HEATHING. Q lL O O e TOP PLATE TO STUD FASTENER5 SHALL COMPLY WITH ASTM F 166'7. O'°o° _ ;.)SE "SIMP50N" HIOS TIE R10a.2_6 ATTACHMENT. ASPHALT 5HINGLE5 SHALL HAVE u_ o °o° ° / W/(8) 8d COMMON THE MINtlMUM NUMBER OF FASTENERS REQUIRED BY THE � ` I {> \ °° NAILS EACH RAFTER, MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT . ROOF p°° TOP PLATES &5TUD5 SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LE-55 °°o THAN FOUR FASTENERS PER STRIPS SHINGLE OR TWO SCALE: NONE FASTENERS PER INDIVIDUAL 5HINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZO11TAL (20:12), SPECIAL METHODS OP FASTENING ARE REaUIRED. EXCEPTION: ASPHALT STRIP 5HINC--LES SHALL HAVE A. MINIMUM OF 51X FASTENERS PER SHINGLE V,IHERE THE ROOF 15 IN ONE OF THE FOLLOWING CATEGORIES: MATCH 1 THE BASIC WIND SPEED PER FIGURE R301.2(4) 15 110 •�5MATCH MATCH NEW 2X8 R.R. ,� MILES - _-�.. ---,�- EXIST. Z O --...'-AT 16" O.G, PITCH PITCH 111 X Q I S PER HOUR (17 1 km/h) OR GPEATER AND THE REMOVE PITGf{ NEW 2X6 G.T. ` -� - - -z EAVE 15 20 FEET (60016 mm) OR HIGHER ABOVE GRADE. PORTION OF AT ib O.G. ! ✓ MATCH 2. THE BA51G WIND SPEED PER FIGURE 8301.2(4) IS „`'� . " NEW 2X8 R.1R. I O MILES PER HOUR (113 km/h) OR C-BEATER, EXIST ROOF Nt W (2)2X8 NEW 2 2X8 ;� '�- -T�' A5 REQ. ROOF RAFTERS ROOF RAFTERS ?.,,I . " AT 16 O.G' MATCH PITCH 3. SPECIAL WIND ZONES PER FIGURE 8301.2(4). �7 I6" O.G. AT 16" O.G. A +j , ';,- -` T, NEW 2X8 R.R. X105.2-1.1 ICE PROTECTION IN AREAS WHERE THE AVERAGE PITCH - T116" O.G. \�, ��0 DAILY TEMPERATURE IN JANUARY 15 25!6F (-411,6G) OR -- -- - - -- - - - - - -- - - - -- - z 1 i Si ':� b �Q LESSOR WHEN TABLE 8301.2(1) CRITERIA SO DESIGNATE5, GR055 HATCH d NEW 2X6 P Z ti �i AN ICE BARRIER THAT CONSISTS OF A LEAST TWO LAYERS to INDICATES <?� (/b ;< C.T. ¢ 4 OF UNDERLAYMENT CEMENTED TOGETHER OR OF ?� v AREA OF NEW ,''b'�`' 'v s (>✓Z ILI AT 16 O.G. _C0 2P SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL w Q Z>Q'Y BE U5EI7 IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND i ' 9S O" Q F Q �•�Q✓ / FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES (610 mm)' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. X i0 u `j <�' Q li X Q _ L ¢ 8105.2.1.2 UNDERLAYMENT AND_�il_GH WIrID UNDERLAYMENT z r1 a , X k 9i w! X Q EXI_ 5T•� r C'1 IL O y I ry PITCH APPLIED IN AREAS SUBJECT TO HIGH WIND5 [GRATER THAN a w w Y4 . tV N KC _ �G N y/ z 2 Iy_, TO p z 110 mph CI 1 ikm/h) PER FIG-URE 8301.2(4)] SHALL BE APPLIED WITH GOIRROSIN-RESISTANT FASTENERS IN ACCORDANCE b o ►- lLJ Q �C z Il. - REMAIN � F- t WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. N `Kz kv' 7 4' �J � 10- o XON ry �� O j ; , '0 W !- + (I ', ,' O '' � Iy z I j j FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT ci < ' t FARTHER APART THAN 56 INCHES (qi4 mm) ON CENTER. il v - SEXIST. TO REMAIN �p`� N lU >� eg05.�.£5 FLA5IHNG. FLASHING FOR ASPHALT 5HINGLES __ _ PITCH SHALL COMPLY WITH THIS SECTION. X ' TO lu 11 >� lu 'L�`iQ ,2 P�L�A E_ALIp GAP F!<i��lflI\ BASE AND GAP vx..i y, \ i:.✓. Y ,TO REMAIN I- /�0 ; �i FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH u" `,/ DER),, MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE Ul v ��• EXISY_.R.R.R. ----- i. i'. i' % i i' EXIST. C-J ��C FINI5HING SHALL BE OF EITHER GORR0510N-RESISTANT fi X 1= _ -- --- TO P_MAIP N -- EXIST. RIDGE TO REMAIN, CRICK] T METAL OF MINIMUM NOMINAL O.OIdi-INCH (0.483 mm) MATCH MATCH, PROVIDE 2X PAD AS REQ. THICKNESS OR MINERAL SURFACE ROLL ROOFING VIEIGHING -XIST. -� �--- fa �- TO REMAIN A MINIMUM OF '77 POUNDS PER 100 5QUAFZC FEET (3."16 kg/m �C PITCH n "EXIST. ." v EXIST: � z `.l i o-• PITCH PITCH 9 �'�' > • �� N '� V < EXIST. RIDGE TO REMAIN, )GAP PLASHING SHALL BE CORROSION 8E515TANT METAL X I_ I~X15T. 1 +� �',� X '9d l�U ------------_.----_---_-----------------' EXIST. R.R. _'� OF MINIMUM NOMINAL 0.011-INGIi (0.483mm) THICKNESS. lu tL PITGH Jr� f� (i��o �,� NEW 2X6 c� '4 w fL M ��' TO REMAIN 1-2 x 4 S P 8105.2.8.2 VA��EYS. VALLEYS LININGS SHALL BE - EXIST. EXIST u V�+w� X F P i" G.T. �� O Q L lU INSTALLED IN ACCORDANCE WITH MAi•IUFAGTURER'5 AT 16 O.G. ¢ . 1 PITCH FZIDGE L=---- - -_ ��P lu (L --� �Q �+ z, Q 0 v Z INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 1-- /\ Q- +A VALLEY LININGS OF THE FOLLOINING TYPES SHALL ISE ❑ EXISTS EX15T. EXIST. ,�QCi Q--i NEW 2X8 ;'� hIEW 2X8 , „ fy z �, ST PERMITTED: ~ = R117GE PITCH CRICKET ROOF RAFTERS Raor- RAFTERS I. FOR OPEN VALLEY (VALLEY LINING EXPOSED) U-1 �,�po At 16" O:G. AT 16" O.C./ i ,' 1- I- TO REMAIN P N { LINED WITH METAL, THE VALLEY LINING SHALL EE } ul fl- �, Q - z Y O O AT LEA5T 24 INCHES (610 mm) WIDE AND LINING >UJ X _� IV ` Q / i i i i i / i i' i'!i /" F u / �S \ AND OF ANY OF THE GORR0510N-P.ESISTANT Z>Q �� w'p`i EXIST. U1 v X O >� lu I- L R/ z \ PITGfa > !_ U1 H +. '4 METALS IN TABLE 8105.2.8.2. ---- ---I- - - \ PITGH W D- //�jSJ a EXIST. R.Pi.� r� �� U \ �j` 2. FOR OPEN VALLEYS, VALLEY LINING OF TINO PLIES TO REMAI. �` U) Of- MINERAL 5UF 17 ROLL ROOFING, COMPLYING +1 �� Y WITH A5TM V ,241, SHALL BE PERMITTED, THE z i5 ST ul BOTTOM LAYER SHALL BE IS INCHES (45? mm) AND N v T EXIST. pN ,:' ` '�i OP LAYER A MINIMUM OF 36 INCHES (114mm) W �` � - — -- ----- -- -- Ali O � �j i��4T -- --- --,---- -- LLEY COVERED NITH TO �� TQC 3 SHIN LE�),VALLEY LININGSED VALLEYS AOF orlE PLY OF SMOOTH REMAIN 2 ROLL ROOFING COMPLYING WITH A5TM D 224 TYPE �> 111 OR TYPE III AND AT LEAST 36 INCHES (114 mm) �C Q% I WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS I NOTES: +>� z pi d \ AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING WITH A5TIr1 D 1110 MAY _ _ -- 1, PROVIDE ICE} d WATER SHIELD AS PER CODE X_ (� -- --------------------- BE USED IN LIEU OF THE LINING MATERIAL. �I �,I w D_ 1- X O ` TABLE R905.2.8.2 E I G T I I ''1� ' \C O F F A I I "l G FLA 2. PROVIDE 6C, MIL EPDM MEMBRANE INSTALLED w 1- A5 PER MANUI� LEY LIN MATERIAL AGTURER SPECIFICATIONS ON ALL VALLEY INC SCALE: I/8"=I'-O° ROOFS WITH A {'ITCH OF 3:12 OR LESS MINIMUM THICKNESS WEIGHT 5. PROVIDE &UTTERS AND LEADERS TO PREVENT MATERIAL (Inches) GAGE (pounds) ANY RUNOFF DIRECTLY FROM ROOF TO GROUND COPPER - - I BELOW ALUMINUM 0.024 - - -,-_.. STAINLESS STEEL. - 2f� -- '! / GALVANIZED 26 (zinc STEEL 0.01'11 v � ZING ALLOY 0.02'1 coated G10) - i ~ - \' LEAD - - 2 I/2 lu PAINTED TERNE - - 20 Q PITGH 105.2 5 5_GRIGKETS AND SADD�E�, A CRICKET OR p[ SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES (-162mm) WIDE. GRIGKET __ _ OR 5ADDLE COVERING SHALL BE SHEET ME - OR OF THE Pte— �� -�� SAME MATERIAL AS THE ROOF COVERING, PITGH PITGH L PITCH � �'� Ul VERTICAL SIDEWALL SHALL BE THE STEP-FLASI-IIrIG —� 8105 2 SID�WALL PL h HIND FLA5HING AGAINST A V METHOD. R105.2.D.5 OTHER FLASHING FLA5HIN6 AGAINST A FIFE AND CHIMNEY FLASHING, SHALL BE APPLIED W ~ U_ 4i VERTICAL FRONT WALL, AS WELL AS SOIL STACK, VENT 1) 1 -1 -- -. FRAM I NO FLAN ACCORDING TO ASPHALT 5HINGLE MANUFACTURER'S \Q I _ SCALE: I/4"=1'-O" PRINTED INSTRUCTIONS. 0- RIDG-E r aj Q _ LJ_ L v RIDGE PITGH < � a �b�� r PLEASE BE ADVISED THE GOMPL I ANGE CERTIFICATION 15 BASED ON ,� �; v PLANS AND SOLELY FOR THE PURPOSE OF OBT AI N I NO A BU I LD I NO PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL Pic INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN A GERTIFIGATE OF OGGUPANGY — cU� ---- PROFOSED RENOVATION FOR --- �� x•1. , o,. max. THEODORE � ANNA 15OUTZAL I S 6'10 HOLDEN AVENUE CUTCHOGIE P,-!Y IIg35, Q YALE: AS NOTED APFROVED BY: DRAWN SY: RK DATE: 8-25-17 F.EYISC-D BY r N � IJ . Grur� �� `f��it e,c i� �/ �� FLAN �1176 Lx re55wa� Drive 50. Medford, N.Y. 11763 (631) 654-4q g q SCALE: I/8"=I'-o" ROOF FR.AMIN� PLAN 4 DETAILS PR 777777&E R: ,ow ISSUED FOR PERMIT 01.11.17 / REVISED I1.01.1� 4 OF JOB: TYF I G6L EXTERIOR FINISHES NEW RIDGE VENT - - TO MATCH EXISTING l PROVIDE BLIND FLASHING AT ALL ROOF / MATCH _ I ROOF AND ROOF / WALL INTERSECTIONS EXIST. T�7� �\ MATCH NEIN ASPHALT ROOF SHINGLES EXIST. 12 - TO MATCH EXISTING 12 NEIN 55/4 X 6 FRIEZE BD. � � EXIST. !�. EXIST. EXIST. - TO BE SELECTED 12 12 i 16 OZ STEP 4 GAP FLASHING 12 f, NEW 5/4 X 6 FASCIA — - r - TO MATCH EXISTING TOP OF PLATE TOP OF --- -- --- --,- -- — ---- ------ - — — — ----- --- - _ WINDOW / DOOR NEW VENTED VINYL SOFFITEXIST. EXIST. EXIST. I J : I EX15T. EXIST. I EXIST. EXIST. EXIST. ELEC. METER - TO MATCH EXISTING I EXIST. I I O TO REMAIN £ � �0 zo NEW GROWN MOULDING - TO BE SELECTED I I _ NEW CEDAR IMPRESSION SIDING -- -TO BE SELECTED FIRST FLOOR--- I — f NEW STONE VENEER —'—----=� -TO BE SELECTED ----- APPROXIMATE GRADE NEW 5/4 X 4 WINDOIN 4 D-OR CASING - - PAINTED F I \O N T ELEVATION SCALE: 1/4" = I'-O" MATCH EXIST. 12 \. EXIST. TOP OF PLATE ----------- _ TOP OF MATCH ---- - ----- _ _----- ---------------- -- -- --- -.-- -.- ------• --:T -llt'IDOW % DO01? EXIST. 1 { Q'.X15TI EXIST. EXIST. NEIN RAILING AS PER COPE- -TO ODE-TO BE SELECTED t i 'hillIL I FIRST FLOOR ,. J PLEASE BE ADV 15ED THE GOMPL I ANGE GERTI F I G,ATI ON 15 BASED ON APPROXIMATE GRADE PLANS AND SOLELY FOR THE PURPOSE of OBTA I N I NO A BU I LD I NO PERMIT. IN ORDER TO GOMPLY WITH TOWN OUIDELINES /ADDITIONAL INSPECTIONS AND TESTI NO MUST BE DONE TO OBTAIN A GERT I F I GATE OF OGGUPANGY APPROXIMATE GRADE PROfi'05EI7 RENOVATION FOR Au, THE01�)ORE a ANNA E30UTZAL I S ELEVATION 1-1 � 6�0 HOLDEN AVENUE � 5GALE. AS NOTED APFRO✓CD BY. MAIN UBY, EF1 SIDE SCALE: I/4" I'-O" ORGKUE P{Y 11935 DATE 8-25-I-f REVISED BY SEE FRONT ELEVATION FOR Tr FIC AL EXTERIOF, FINISHES Robert J. oruber � 3511 416 Cx re55wa Drive 5o. Medford, N.Y. IN63 (631) 654-AW�- FRONT � LEFT SIDE ELEVATIONS OF 1. - ISSUED FOR PERMIT Oq.lq.l7 / REVISED II.Oq.l7 JOBS #17-08� 8301.2,11.2 Protection of openings. Exterior glaziri( In bLjIj�jjrj,,S 10cated in winrilljoirie i0f-,001-IS be J)'Otented froin winfiborrie, debri's'. '1 -1 1 (31,qZed opening protection for-wim.-Jboirle debris x11,111 me'et the fequiter-ilents of the Large rvilssile Test a I As,T Ivl u 1')96 and ASTkI E -,is nlodlfk-d in se"'on 3012-1 Gafoge dour gla7ed oI-.)prflncjfor 4viii,111,7ome debils shall meet lhe iequi;enierils of all appmved irripact-resistinc, -'in( " - ANS I/DASr,4A 115, Ja Exception: vV()6 1 structural p a I I e I"; w 1 f I I a (I 11 c'f I e.^sw of I,I u t I n s s I i I n I t I r,1) f 1'1 1 -'3!I(I a span of riot more than 8 feet (2438 mm) 81-1,111 he ppimitted for opening prr)tF,,ctjt)jj, pcpjj�Is shall be pret�ut and ;attach .cl to framing sullounding the cipenlrl'cl cotlt'-I(ning The p(of,lud vvith the gi-ozed openlnq. pahe!"-' shall be predrilled as for ttji_a @IjCjjoragf_-,, method and shall be with (he attachment hardware [.'wovided, Aftauhments- shall be deslgrii?d In resist the cx'111-lpolleill.orld darlding to'ads detetifllrlcyd 11-1 c-Icc:of drdice with eilher Tab!e R30'I.2 (2)or ASUE 7, with the perijillient corrosion-reF,1cta ill -nflachnienf provided and ancliors peplial-jefilly k-istrIlled cill the building, Attachment Ili 'Iccol-dallce wlih Table R301.2.1.2 i„ pei niffled for bulic k1gs vwi /001 height of 45 feet 13, 728 mri-i) ar Ir-,Fjq vdief e Rip ultilimle desk-in wind speed, V,.,.!, is 180 niph (290 l,ph)or Fl 1]11 MATCH less, EXIST. TABLE R301.2.1.2 WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD MATCH STRUCTURAL PANELS EXIST. MATCH EXIST. 12 FASTENERSPACIN (inches)' l" EXIST. MATCH EXIST: rASTENEIRZ TYrE 12 F-1- 0 nal 4 feet 6 fi_'a .2 slim!f panel span parielspall 4 feet s 6 feet 15 8 feet TOP OF PLATE mrkol viiiii 22 Nnd)cmteriment 113 12 9 �t-jnch log sCrevv hanci:onmoo TOP OF 2 -inch em, ON DOOR EXIST. E:-XI5T. EXIST. EXIST. NEPNI ru st I Ili;il 25.4(rim, I foot 34.4j�,f-qjj-,: I �,ol.nl.� 1-110 11 T I mile per hcruf r 1_4 47 mi's lased c,Ti 180 wph uffifli7tc,rjcsigp-.%,Inrlspec--J�3, earl 13-fr-1 IL----------ii FrlOeners-1-mil lb--i instalird-0 or,F)OSing e;)rjR v,.',�,)ri sini,,tutal F@,J,-_,fipts Oiall be 1�,cntz!d TIO ktss'1'wn 1 inch flom[lie edp�o(the"Jand dl c0of trip, <) i. U L-------------- c,Ai,,,hoo 041 penetr�jte fll'ough I lie all leng'li of n,_-1 less Ptin 2 �,uil,-I;nu Fasler,,,ic shall be locn!-(l not less than 2liz iricfi-�finni tile dr.-J c r F,t a -ine -irvls?jcc�l shill lie Iiii ieA u- d Pe it,,mroli'v r:r fma,�o� :rig Ein'1101S 1-1-)V!1,-)ar, ity rA nni less Ell FLOOR FIRST r- TZ�R' APPROXIMATE ORAPE MEN RAILIN6-- AS PER CODE -TO BE SELEGI-ED APPROXIMATE GRADE RN E A R EL_E\//,-N ION SCALE: 1/4" SEE FRONT ELEVATION FOR 7'rFICAL E-XTERIOF-, FINISHES IF F T =F1 ---I! I it= T 7 -71 IL J1_ _1L j I II_ JL JL 1 II 1 11 IF — IF 1/2" MINIMUM PLYWOOD PANELS TO 1 11 NOT EXCEED A 4' X 5' DIMENSION L — IL I IL Ij 1- ji I LA_ ILIII 11 IF -F I li FT_I 1- 12 SEAM IL L JL JI I L IL JL ii I IL JL J_ - JI I il T T -III I F IF 11I II II ' II q II II II -�_=- - _----�- -- -------- —... i I _.--��.L DOOR OR NINMOi^4 BEHIND IL _4 -- — MATCHII II 11 EXIST. L IL 4 IkII I II II I II II II II i II II EXIST. 12 -IF IF Oe) X 4-1/2" SCREWS 10" C.C. AT ALL - 11 EXIST. 1 11 JI_ JL 11 _ JL _ JL ___ II I II II I II IIDIRECII II � TLY INTO MOULDING II II II II 12 • IL 1 _j_1 IL j(ZP OF PLATE T �Tcp OF T MATCH 'T cH K 4X8 TO TO E5'Xa' I#'--- ---EXIST.- OPEN 4'Xa' OR LESS QFENINr_, EXIST. EXIST. NEW RAILING AS FER CODE OFENINO FROTE(�_M \/E DETAILS -TO BE SELECTED SCALE: NONE FIR5T FLOOR APPROXIMATE ORADE PLEASE BE A- DVISED THE COMPLIANGE CIERTIFIGATION 15 BASED ON PLANS AND SOLELY FOP, THE PURPOSE OF OBTAINING A BUILDINO APPROXIMATE GRADE PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL INSPEGTIONS AND TESTI NO MUST BE DONE TO OBTAIN A GERTIFIGATE OF OGGUPANGY PROPOSED RENOVATION FOR THEODORE 4 ANNA E30UTZALIS IL CUTCHOME 610 HOLDEN AVENUE ^FrRO\/EP 13Y. 11 35 'ALE AS NOTED PPA 1,4 p'y; F"K I H- T_ S_- I DE ELEVAI I ON SCALE: 1/4" 11'-0" t l DATE, 5-25-11 REVISED 13Y SEE FRONT ELEVATION FOR TYPICAL. EXTERIOR FINISHES 71 Rabort J. &rubor Architect -4111 �i'Im, L cw 416 Expre55il,ul Drive, So. Medford, KY. 11163 (651) 654 PRAHIN&NuHr:!'13R. ISSUED FOR PERMIT Oci.11.1-7 REVISED 11.0ci.1-7 FEAR $ RIGHT SIDE ELEVATIONS DETAILS •6 ROOF 4" VTR.JIL i i KITCHEN MATCH EXIST. �4 rl I/2" TYPIGA�L ROOF CONSTRUCTION: I2 N>*ry NEw ; � SINK ASPHALT ROOF 5HIN6LE5 TO MATCH EXISTING 2X12 PAD 2X12 PAD 15# FELT PAPER = EXISTING \ i 1/2" GDX PLYWOOD SHEATHING %ROOF TO REMAIN_,_ �' .� EXIST. IST FLOOR 2X ROOF RAFTERS AS PER PLANS 2X6 COLLAR TIES AT 16" O.G. 2X CEILING JOIST A5 PER PLANS NEW N EXIST. kl j , TTIG \- Ea IST. 12 i �I' 2 G.O. �E4 FAI 2x10 HIP —EW ATTIC ' % 12 /_-' '�� 12 (EXI5TING TO REMAIN) \ GRADE TOP OF PLATE _— -- -_" - _- - - ---� --�----Il--- --�--�- �_��L- _ -\-\ BASEMENT A TOP OF -- — NEW - JI f - l 4" z WINDOW / DOOR (2)2X12 HDR --- - - --- r1 - -_- -5------ - - _tpz --/---"------- ---EXIST. HDR EXIST. FLUSH BEAM EXIST. HDR NENTYPIG�4L EXTERIOR WALL 2X6 CEILING JOIST TO REMAIN TO REMAIN TO REMAIN G.O. [] GON5TRUGTION: AT 16" O.G. 4;, CEDAR IMPRESSION SIDING REMOVE 4 TO APPROVED SANITARY SYSTEM _ 15 FELT PAPER \ NEW PORTION OF I/2" GDX PLYWOOD SHEATHING SCREENED SREENED PORCH EXIST. ROOF �'I�INC�7 'OOM AS REQ. (EXISTING TO REMAIN) 1/X" STUDS AT O O.G. (2) 2X4 TOP PLATE 4 (UNCONDITIONED) �I EXIST. FLOOR FLUB I I �(�,;7 SER D I AORAM (1) 2X4 BOTTOM PLATE EXIST. DECKING FRAMING SCALE: NONC- 5/8" INTERIOR 6YP BD 4 FRAMINREMAINTO REMAIN I F 5 FLOOD. TO REMAIN - -�------------ ------- -- -�—„-�--,o_,c=,��r_—�—,.r-,��--,�—„—,�,�_ — ------- -------- ---------- - -- - -----------------------°__-I_ -fes__C NEW (3)2X12 P.T. 61RDER ----_-- —1 �- ----- -- C= i ---CRAWL SPARGE 1� T - -. NEW 6X6 P.T. POST' __ (EXISTINS TO REMAIN) APPROXIMATE GRADE -�� —__ __— SECURED TO 12” DIA. BASEMEN-�• 50NOTUDE --" (UNFINISHED) -- ----- _ (Ex15T1ra6 To REMAIN) - ---- -- ---------- - PLEASE BE ADVISED THE GOMPLIANGE GERTIFIGATION 15 BASED ON 36" MIN. BELOW Gf'.ADE, - - ----- -- --- 2ts- TYPICAL ----- - --- Z. � PLAINS AND SOLELY FOR THE PURPOSE- OF OBTA I N I NC A< BUILDING APPROXIMATE GRADE PERMIT. IN ORDER TO COMPLY WITH TONIN GUIDELINES ADDITIONAL - - -- I NSPEGT I ONS AND TESTI NO MUST BE DONE TO OBTAIN A CERT I F I GATE NEW RAILING :2 o Q O� OCCUPANCY AS PER CODE w —TO BE SELECTED uau i PROPOSED RENOVATION FOR THEODORE ANNA SOUTZAL•I S I � I '� �—/� SCALE: I/4"= I'-O° 4� ®�' �. ��s �* b"!d HOLDEN AVENUE GUTGHdGUE NY 11135 ¢� �n SCALe: A5 NOTED AFMOVED BYE DRAWN BY. RK � 'y DATE: 8-25-17 FEV15ED BY i Robert J. C7rubcr Archit c t 35' 14-16 Ex re55wa� Drive 5o, Medford, N.Y. 11165 (631) 654-4gZ11 ti 4 . or $ " +' L)RANINC, NuMv_-T": SECTION A--A, B-B $ -r OF -I ISSUED FOR PERMIT Oci.lq.l7 / REVISED 11.01.1-1 SECTION RISER DIA ARAM JdB: #17-051 ► & 1-f __ Pod _=:______ `{ GENERAL NOTES: Sable . Nailing Schedule I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL 2015 WFCM Table 3.+�A Rafter(iCeilinlg Joist Heel Joint+Connection Requirements HEADER ANCHORAGE DETAIL STUD TO BAND JOIST TO STUD DETAIL (INSTALL a 16" o._4 �, RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLIN65, 2015 EDITION. tmmon ai Number ;P1��crlptrv8 itefnativetC!Table t) 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED 600V PRACTICE IN THE APPLICABLE TRADES. Joint Description Common Neils Box Nelis Nail SP Roof sive Load Ground Snow Load �` ` 5. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR flOOFFP.AEAING - GiJf RaFtertoTopPlate+Tae-neiledl IseeT:be3.•',4j tsreT:ote34A aerr:xyer lops( 30psf SOPS( �Opst LENGTH Use every other Hall hole in a row to COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING,NOTIFY CeilingJoist to Ta Plate oe-nailed ! Roof S an ft rovide the code-required minimum ARCHITECT OF CONFLICTS. P iT i IceeTa5t3.'As (see Table3.4AI pe jo;+ P I ) 16" p CeilinglaisttoParallel RafterlFace-nailed} IceeT;Se34C; fseeT.ble394I extiiap 12 24 36 1Z 24 36 12 Zit 36 12 24 36 MIN, center-to-center Spacing for na,115 4. ALL CONCRETE SHALL BE MINIMUM FC= 5,0'00 P51 5TREN&T•H AT 28 DAY TEST. CeninglaistLaps awrPartition- (Fere-neilydi IceeTab e3.9Aa €:eeTVhie 3 4Ai each.'ap W-I (NOTE ALL EXTERIOR CONCRETE STEPS AND 6ARA(5E 5LA55 SHALL BE MINIMUM Fe= 5,500 PSI 5TREN6TH AT 28 DAY Calker Fir to Rater (Face -nailed) (tee T:ofe 3.6t isr_Table 3.6;• pe•tie Rafter 51a Ralf Required Number of 16d Comallon of 40d Box Nails pe 4 Per Heel faint Gonnections,l.l is Blocking to Rafter floe-nailedl 2"Se 2-10d each rad Spacing cin.) TEST,) Rim Board to Rafter(€nd•nailedl 2.156 3-164 each end �,\` 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L.B. PER 12 3 5 S 3 6 9 5 9 13 6 1'_ i7 I 11b S.F. Top Plate to Top Plate (Farr nailed) WAIL FRAM SING 2-16d' pe" t 16 4 7 10 4 8 12 6 17 17 8 15 23 L5TA21 L5TA21 0 _ 0 D ;\ USE �1'S1 PriP50r�" CE'2C� RESIDENTIAL CODE. AND LOCAL CODES. 3:1Z 1.9.2 4 8 12 5 10 14 7 14 21 9 18 27 0 ° _1 SPAN 11/4 x20 GAc7E 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH INTERNATIONAL RE Top Plates atintersections ITar_e-neaedl 4-16C 5.16d joins-eac,:;ee 1. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. stud to stud iFem-,raaed) I.16o 2-16d 24'oxa ZA 5 IBJ L5 C 1� 1$ 9 17 i5 1� 3 34 0 �7�tL�. COIL �TR�tF 8. ALL LUMBER SHALL BE DOUGLAS/FIR NO. 2 OR BETTER, MIN. Fb=875 P.S.I. UNLESS OTHERWISE NOTED. Header toHeader{Fxene7ed! 35d 16c 16'o.c.a'an6adgr: i2 3 �" G 3 5 7 4 7 I'J 5 9 13 W ("1)-IOd COMMON Ta w Bottom Plate to Stud End-nefled 1 (see Table 3 53. +t.,e €6 3 5 8 3 6 9 5 9 13 6 12 17 q. ALL STRUCTURAL HEADERS TO BE (2) 2"x6" UNLE55 OTHERWISE NOTED. P t ) {serT:am 354, ! per, sill � NAILS ® EACH END Batmm Prete to Floor joist,Bandjoist,Endjo'et 2-1fic"" Z-it5c"' pe-faux 19.2 3 6 9 4 7 13 6 11 16 7 14 2i 0 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, P05TS AND AROUND ALL OPENIN65. :r"'Blocking{face-nailed) V OF STRAP II. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION 24 A E 5 5 9 6 7 6 a 9 7 26 I 16" tTlaCtRFRAtAING 12 3 3 5 3 a 6 3 6 a a 7 i€ o � I MIN. u CODE REQUIREMENT5. loistta5411,Top Plate art,ader)Toe-nailed) S-Sc d-SDd pe•,o 16 3 4 6 3 5 7 4 7 11 5 9 1 - 1/8 Provide minimum end distance Br-rd m to Joist oe-nailed 2- 5i� 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL GORE SECTION BJarkingtaloizt{Frartrailedj z-Sc 100 each 19.,2 3 5 7 3 6 9 5 9 13 6 11 17 E UaI number Of specified R3102.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20 MIN. WIDTH AND 24 MIN. HEIGHT, 5.7 S.F. ON THE 2nd 2- 24 3 6 9 4 7 Ll 6 €1 16 7 14 21 FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. Blacking to Silt or Top Plate(Toe-nailled) 3-16c. 4-164 earn bloc. � t.I,( OLE, E ZAP APP4.I SE=>) p te2�er 51rip to Been(Fere-netleen 3-156 4-16.;. etch jati:t 12 3 3 a 3 3 4 3 4 6 3 5 8 (h`(i%LT11tLE5 MAY BE 4!'aED) nails in each end 15. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. JoittenLe-dgertaBeam(Aae-neikd) 3-Sc 3-]Di pejo- 712 16 3 3 5 3 4 5 3 5 S A 1 LO „ Band foist to 3oM(End-nailed) 3-1 fie 4-166 pe.jose 1,9.2 3 A 5 3 4 6 3 6 9 a S i? " 14. USE SAFETY GLA55 ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEIGHT LESS THAN 60 Band Joist to5t6orTop Plate[foe-nai!edl 3-16d' 3.1[�d pc-Faat U;i;;: "51MP50P1" STUD TO SILL PLATE @SLAB DETAIL ( INSTALL � 16 ON CENTER ) ABOVE FINISH FLOOR AS PER INTERNATIONAL RESIDENTIAL GORE SECTION R-308 d R-508.4.5. 24 3 5 7 3 5 s a a 11 5 10 15 F,P; " -'-- -- - 15. GLAZING SHALL CONFORM TO INTERNATIONAL RESIDENTIAL CODE SECTION R-508. .----- ROOF sNEATN1r46 t.... 5/8 BEARING f.2 3 3 3 3 3 3 3 3 5 3 4 6 I"LA T'E5 AT EACH W�Structural Pane &[' l0e (see Tante 3!0; .+'r Al,,'.;fIOR BOLT. Diagonal aheethirag 9:12 I6 3 3 4 3 3 4 3 4 6 3 5 B .t. . CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA- INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(l) i'xI"arrvlic' 34d Mod Der�'pen 24 3 3 a 3 a 5 3 5 7 3 6 . F ,Y. i"x1D'arw-iekr 3-t'uJ 3-1Dd xrsaapo•t 2d 3 a 5 3 4 � 3 6 9 4 B is ��'' USE "�'IMPSON" � I Use every other nail hole In a row to 11 - u tt ;"r 6RCUND I WIND DESIGN SEISMIC CEILIN;SHEATHING i2 3 3 3 3 3 3 3 3 4 3 3 5 18 Gf�UE I I/4 x24 MIN. / p SUBJECT TO DAMA6E FROM WINTER ICE SHIELD ;t 651 3 I I, 4"x18 GAGE rovide the code-re uired minimum DESIGN UNDERLAY- FLOOD AIR STRAP TO TIE DOWN 5TUD TO t SPEED d TOf'O6RAf'k+IG SPECIAL WIND WIND-BORN1� M-T LINE Gpp ur&Villi hoero 5a coc!er. Sd c ra erx 7 ecFe/'!0'f t!c €6 3 3 3 3 3 3 3 3 5 3 4 6 ,t�� CATEGORY V•EATHERIN&aTERMITE c TEMP•f MENT HAZARDS h FREEZING f2112 SILL PLATE TO FGIANDATION. it,- C�ALV. COIL STRAP z ;� center-to-center Spacing for nails LOAD ,pW EFFECTS k REGION(U DEBRIS ZONE m 9 H b REQUIRED INt7EX(I) WALL SHEATHING 19.2 3 3' 3 3 3 4 3 4 6 3 5 7 a.• ,i ( M017>32ATE Wood Structural Panels Sc 10c +seeTaole3.11? 24 3 3 4 3 3 5 3 5 7 3 6 9 W/ (4)-10d 1/2 30 P.S.F. 140 M.P.H. YES 1500 OR LE55 B SEVERE 3'-0" II REQUIRED N/A 599 _- NAILS ® EACH END TO HEAVY Structure!Fiberboard Panels 1 Hee:joint connections are not r•enured wh=en the ride is supported by a Iaadbearing vial,header of ridge beam designed to - ._•..-y_•- "D CONCRETE 5LAi3 I 1)z" lip ga!v roenr,:' - V eege/6'fieze it - lD.120'"1.1;'Z"an[:"zd16"fieadi resist theapplisdla�ds. FLOOR JOIST BRIDGING OF STRAP 16 O.C. FOR 51. I POUND PER SQUARE FOOT 0.0419 kPa,I MILE PER HOUR ■ 0.441 M/5 2 When intermediate support of the rafter is provided bvveltical struts or purlins to a loadbear!ng wall,the tabulated bees hint =`= I a.WEATHERING MAY REQUIRE A HIGHER STRENGTH GONGtzETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL" 25132' 11 ga aai•; roceng aa' 3'eege/V Fe t USE "5I MP50N" REQUIREMENTS OF THIS GODS.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NE(SLI&IBLE," "MODERATE OR IC.12C'xl-3,'d-!o-g x 3.'6"he:ci clTnnecticsn requirements nts shall be permitted to be reds pd propart=.ona!y to til*=reduction in 5�an. II I' II "SEVERE"FOR CONCRETE A5 DETERMINED FROM PwRE R3012(3).THE&RADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 54, 9 Equrralent connects ons are required for coif#ng Joist to ce:Iing joist iRP sp•ices. x3 LBP5 1.5/a ll 55,G 62,G 15,G 90,G 129,G 145,G 216 OR G 652. Gypsum Wallboard 5d Coale, 5d covers 7"edge/10'felt b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTING5 THAN INDICATED IN FIGURE R405.10).THE JURISDICTION SHALL FILL IN THE FROST Hardhaard 8e Ed Pyre T:b!e 3.11) 3 Tabu'ace-d heel joint cm nection requirements do rot Inc ude the addrtion,l weight of the cei:ing assent ly. BEARING PLATES LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTIN&BELOW FINISH&RADE. Particleboard Pasters 1;r Ed 15ee mara1aauretp 5 coati atetj heel}C�nt CCSi rertioru rig liven nu asltlrne cei it t;j�its Cr raster tier are;^Ca�d rt the bot-mm of the attic s tam. @ EACH SIS" DIA. c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEW FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. Diagonal Board Sheath inn 46 hen cei sir,;joists or rafter tie_;are'ocet-d higher in the attic space,,no attic Storage is assumed,and the tabulated heel joint x 8" DEEP M I N C1.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R3012(4)AI.WIND 1'x6"or 1'x6-' 2-Ed +.-sOd aer-japort EXPOSURE CAT'E60RY SHALL BE DETERMINED ON A 51TE�SPECIFIG BASIS IN ACCORDANCE WITH SECTION R30L.2.1.4. 7"x10'arwider 311 3-1Dd oars.tamit cannactrtarlrequ3remefnt3shall be increased bythefollcrving factors CONCRETE MINIMUM e.THE OUTDOOR DE516N DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 91-1/2 PERCENT VALUES FOR WINTER FROM Ceiling Height/Top FG= 5,000 P51 ANCHOR BOLTS APPENDIX D OF THE INTERNATIONAL PLUMBING GODS.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT FLOOR SHEATHING Heel faint Connertion SPACED 3'-O" O.G. ��-�',� Plate-to-Roaf Ridge STRENGTH AT 28 LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE A5 DETERMINED BY THE BUILDING OFFICIAL. Woad Structure!Panels / /" .�' AdjustrTrerrtFactor3 A5 PER 2015 EDITION j Ill.THE JURISDICTION SHALL FILL IN THIS PART OF THE TAIBLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM 5ECTION R30122.1. Height(H,JIIn) g.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD greeter ccs Se 10c 5"e-d;t d 12'+ale a INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST GORE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(5) grrater than 1" 10d 16c &"edged 12'fe'c n T T= - i/2 2.Ct7 D Y5 OF WFCM TABLE 3.2G OF THE FLOOD INSURANCE 5TUDY AND(C)THE PANEL 1NUMDM;LS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFM5 OR OTHER Diagonal Board Sheethar� Ic / °S O ISTON" TYPICAL FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,A5 AMENDED. 1"xfl"or Hind :5d 2-30d10d aer support -/ 1/3 1.30 h. IN ACCORDANCE WITH SECTIONS 8905.1.2,8905.4.51,M010555-1,RCIOS.6.5L,RQ05.'I.3.1 AND Rg05.8.3L,WHERE THERE HAS BEEN A 1'x10"ar wilder 3.6d 3-1Dd ser ugport 1/d €33 NO INSTALLATION HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITfi fl:;1irsrec:tirerrert:are based artwallsr.eything•Sailee6iacheson-:erterattkepane:ed;e.Atema'i3 11. :nE:chedu'r:sta;l 1/5 1';5 FLOOR J015T STUD TO SILL PLATE DETAIL ' ) OYESA OTHERWISE,THE JJR15DICTION SHALL FILL IN TH15 PART OF THE TABLE WITH ONOA 1/6 1•_s1 INSTALL CR055 BRIDGE MIN. 8'-O" ( INSTALL @ 16 ON CENTER 1.THE JURISDICTION 5HALL FILL IN TH15 PART OF THE TAE3LE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX($F-DAY5)FROM FIGURE o zir I w-ere w:P sheat!•-•,,:hits is rralyterd. tr or stm;e,f wan eht:th.3g is be'ed 3 ec'trs an-carter o-the panel edFr mo --_---_R405 - obtair h 5t ershea•eapscit!e:,n ailir5 tcu!.ernerts for strt?tvra! ztembers shall be dol h ec,or atemate cenneciars rn all be 1(10 1.11 O.C. METHO(2) AS FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX-USA LMle to T.ain ta''r'Fe IQae pat!- Nobe,-Lateral defle-mcan of the rafter below the rafter ties may eTceed 3/4 inch v hen rafter tiesare I orated above ane-third of O1 " c- " METHOD(BASE 52 DEG.F).' oiler,w:.stseatH rg!s vintinuous trf•er toninened nierr!itra.tl.e nou!:tec rumDer of rails Sha'°be pe>+,;ted to be redt_ced to U..E 51 MPJON 1 J.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER = the top pate-to-roof ridge height,t#,,or whwr H, is er+R•aterthan 2 feet and may require additional consideration. •---•-- GS2O ( ' DATA TABLE OAK FRE EZIN& INDEX-USA METHOD(BASIE 3216F)A ld6d-z'arr,00. I DECK DETAILS (NOTE USE TRIPLE ZING GONNECTOR�i Use every other Hall hole 1n a ro!°a tt:� ! k. IN ACCORDANCE WITH SECTION 83012. IS,WHERE THEFQE IS LOCAL HISTORICAL DATA DOGUMENTIN&STRUCTURAL DAMAGE TO E3UILDIN65 DUE I i/4 X20 GAGE TO TOPO&RAPHIC WIND SPE ED-UP EFFECTS,THE JURI5IDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES."OTHERWISE,THE Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure Table 3.S Ridge Connection Requirements for Wind s Exposure, _-_-_ _ _ �z , provide the code-required m'.:lrrum JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE. Shear Connection Requirements r I. TN ACCORDANCE WITH FI&URE R50I2(4)A,WHERE THEME 15 LOCAL HISTORICAL DATA DOGUMENTIN6 UNUSUAL WIND CONDITIONS,THE 'Dead Lca+J.� Laliprion5 Rnnf?.=5fn Irl}'GL=1t�plfi L �7AI-1�• GO11- center-t0-center Spacing f0 ' nails JURISDICTION 5HALL FILL IN THIS PART OF THE TABL4 WITH "YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION (Pr�scriptp.e Aftefnati'ae to Tatle 3.Y4ti 11 AAT01 STRAP SHALL INDICATE "NO" IN TH15 PART OF THE TABLE. V' M.IN ACCORDANCE WITH SECTION 8501.212.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE 7010-yr. RAILING W/ (1)-&d I/2" USE "51MPIC.JN" JURISDICTION SHALL INDICATE "NO" IN THIS PART OF TFB TABLE. 3-second g"fst[mph¢ L10 115 120 13G 140 150 160 17U iii L95 �' F�� " �7C� 5/511 700 winds m .. NAILS (o EACH END _ ��_ B"x LB F5 110 11$ 120 130 14:•x3 ISO 160 170 180 19S Roof span ,,,. . . ' C • :,, � _ it � %� � %I INC PLATES 3-second ust m h Roof Pitch Required Ca¢acrty of Ridge connection f pif)" I Oil- STRAP i6 o.�i. : Wall IRI .O" 0 Is�EAGH /�" DIA. REFERENCE STANDARD FOR DESIGN OF STRUCTURE Rafter/Ceiling foist Numberof8dCom mon Nails or10dBox Nails(Toenailed) 12 77 91 105 136 1159 205 243 2.114 327 397 • , POSE[- y- -:a •• n Height 1,1.3.4 I;;;_ x b DEEP 1 t I N Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 16 103 121 141 iez 7-26 274 325 379 436 529 `• 0" I) AMERICAN FOREST AND PAPER ASSOCIATION(A>~ s PA) 2015 EDITION ft• ANCHOR BOLTS WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 8 , 2 2 3 3 3 3 3 3 20 128 l5z 176 227 262 342 4106 473 545 661 2'MINIMU s! , t u 12 3:12 24 154 _ 162 21.1 272 339 410 A37 568 654 743 SIDECOVE t 5F�ACED -O O.G. 8301.4 DEAD LOAD. THE ACTUAL WEIGHT 5 OF MATERIALS AND 10 2 2 2 2 3 3 3 = 3 3 DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD 7 , I' S1f1',daie" Strang-Tie A5 FE)� gal a LDIT10i: 11 28. SBO 212 24>rs ?116 335 479 ,568 663 383- 925 f :;,; • :� I 'I i 8 2 � 3 3 3 3 3 3 3 ��. g� xt;.•',,.� i::RT8 WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE 16 32 206 243 3.81 35.3 4 537 659 Tri 8?3 105' 4;!'"•r'•`: L i. N 1 /! , , OF f/y�=GM I'A�jLE '3' .2r, 10 2 2 2 3 3 3 3 3 3 4 .. .4.4.. C;ol~GRTMTE h`1iNIMUI , /� FLOOR EQUIPMENT. 36 231 273 31'3 4V9 10S 616 730 052 9 S 2 1190 Simpson Strong-Tie F,-=5,000 F=-,l -_J LIVE LOAD 40 Ib. 8301.5 LIVE LOAD. THE MINIMUM UNIFORMLY VISTR15UTED LIVE 24 8 3 3 3 4 5 5 5 S 5 5 - - 1z 65 77 6$ .tis 139 16$ 199 231 Z6E 921 Simpson Strong-Tile PG DEAD LOAD 10 Ib. LOAD SHALL 55 AS PROVIDED IN TABLE R301,5. 10 3 3 3 4 5 5 5 5 5 6 ABU44 5TRENr��i H AT 25 16 S' 102 11rJ 15tP 166 221 265 3 354 420 TABLE R5015 - .I 1 Prescriptive limits are based on assumptions in Table 3.a. DAY5. 20 SU9 1211 147 11111 23Z 290 331 SSSS 443 536 TOTAL LOAD ■ 50 Ib. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS II 2 When cei ling joists are instaric-d Parallel to rafters,the sum of the toenails in the rafter and cei1 irg joist shad equal larexceed ,4:12 24 131 153 176 226 .279 336 397 463 332 643 Simpson Strong-Tie ROOF (IN POUNDS PER 5QUARE FOOT) the tabu Iated number of na±ls required, 29 i53 179 206 '263 325 392 464 540 620 750 DBTI ,'u'�' , LIVE il 3 To a•roid splitting,no more than z toenei°s shall be instal:ed in each s=de of a rafter or ceiling joist when faened to a 2 e4 32 17; 204 235 3ry1 372 42g 530 617 7*J9 857 ALT ./ 1 GROUND SNOW LOAD 45 Ib. DEAD LOAD 10 Ib. USE LOAD I top p'a*e or 3 toenails in each side when fastened to a 2x6 top plate. 36 i.^5 234 367 33E 4iS 504 595 694 7=17 964 // -�..! ---- - ---. __ _ ---_� __________.__._J WIND LOAD 10 Ib. UNINHABITABLE All"TICS WITHOUT STORAGE b 10 !I 4 where toP plate-to-ridge heights exceed 10',they sha l be adjusted asfol'•ows: iz sl fx8 69 B3 1c9 i3z 156 152 zDa 253 =__ SEISMIC UNINHABITABLE ATTICS WITH LIMITED STORAGE bg 20 HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS 50 16 E5 C3 ', 92 116 146 176 250 242 M 337 o J015T iNa11 Height l3' 1 2D , 100 115 147 1L+2 ?2D 260 SCIS 348 421 =_= MEF' 02115JANGE STATEi ENMf CATEGORY "G" (EXEMPT BALCONIES(EXTERIOR)AND DECKS e 40 6:12 24 102 119 130 177 219 26'4 '312 3$4 418 506 a o BASED ON RESIDENTIAL FIRE r-r_..+-GAPES 40 Top Plate to Ridge =__ CODE OF "NEW YORK STATE" GUARDRAILS AND'HANDRAILS d 200 h Adjustment Factor THE PiZOP05ED 1-(EATING PLUMBINv AND El FOTRICW L SYSTEMS HALL EEi Height(ft) 29 119 139 161 208 2,55 3170 364 424 .4.88 590 _F-"TECO"SECTION 830122 (SEISMIC GUARDRAILS IN-FILL COMPONENTS r 50 h 10' 100 100 , t TECO JOIST HANGER CAPA5LE Cr- HANDLIN65O THE LOAV5 OF THE FF,OPoeED ffr�E., AND SH,�1_L PROVISIONS) PASSENGER VEHICLES 6ARA&ES a 500 3z 136 159 1fl4 2.15 292 35_ iia f9= 55• s-4 ROOMS OTHER THAN SLEEPING ROOMS 40 I 1s 1.1r, 1,25 36 153 17C 207 265 32 396 4611 _a5 r,v 755 LEDGER CONFORM TO THE 2015 IRC 51 EEPIN6 ROOMS 30 I' 20' 1.40 1 5Ct 12 4-7 55 63 s1 99 119 lz1 164 is$ tar SECURE TO STRUCTURE w/ 1/25/, LAG HOLTS @ 16" O.G. STAIRS 40 G J 15 63 74 C5 100 133 159 lea 21r! 350 302 A. ELEVATES)6ARME FLOORS SHALL 153E CAPABLE of SUPPdRTIN&A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 20 79 '92 it6 135 166 399 235 273 313 37B - - --- B. UNINHABITABLE ATTICS WITHOUT 5TORAlSE ARE THOSE WHeR!E THE CLEAR HEI6HT BETN�N JOISTS AND RAFTERS 15 NOT MORE THAN 42 INCHES,OR WHERE T►ERE Table 3.5A Top and Bottom Plata to Stud Lateral Connections GIRDER COPdI'�ECTIl7h�l TO SHEAR WALL SEGMENT DETAIL ARE NOT TWO OR MORE ADJACENT TRU55M WITH WES WW1,SWRATIONS CAPABLE OF AGGOMMODAT7N6 AN ASSUMED RECTANGLE 42 Its H IN HEIGHT BY 24 INCHES IN E xp t�.'r u re6.73 24 93 111 127 1b2 199 339 282 32'7 378 453 WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT 153E ASSUMED TO ACT CONCURRENTLY WITH ANY OTHE3R LIVE LOAD REQUIREMENTS. for Wind Loads 28 111 129 18(3 168 232 279 329 39,2 436 529 N.T.5. PER WFCM FIG. 1.5 d SEC. 3.4.4.2 G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIlFOR1-LY DISTRIBUTED LIVE LOAD ORA SOO-POUND CONGENTRATFD LOAD ACTING OVER AN AREA OF SQUARE INCHES,WHICHEVERPRODUCESTHEGREATERSTRE-55". (F"fa GrIpTI"da�lIt9PTi3Tly?ttJ i7 1a .�i IPE C�71-�1MrV (INST,�tLL EACH COLUMN) - -,- =- D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRF-GTIOHV AT ANY POINT ALONG THE TOP. 32 127 id9 169 215 265 319 37$ 436 501 635 _-----�- E. SEE SECTION 8501.I FOR DECKS ATTACHED TO EXTERIOR YiALLS. 3b 1t3 166 190 212 2915 3sa 423 a91 564 seD MINIMUM SHEAR WALL SEGMENT F. GUARD INFILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED 12 .a9 55 62 76 94 112 132 133 175 2.11 � SIZE ASPECT RATIO: H/L < 5 I/2" NORMAL LOAD OF 50 POUNDS ON AN AREA SOUAL TO I SOUARIE FOOT.THIS LOAD NEW NOT BE ASSUt-w TO ACT GONGURRENTLY WITH ANY OTHER LIVE LOAD 700-yr,Wind Speed REQUIREMENT. 3-second ust m h 110 115 120 130 140 150 160 170 18v 195 16 65 73 sz 102 its 149 176 204 233 eel Ft 6. UNINHABITABLE ATTICS WITH LIMITED 5TORA&E ARE THOSE INHERE THE CLEAR HEIGHT BETNEEN JOISTS AND RAFTERS 15 NOT GREATER THAN 42 INCHES,OR WHERE g ( P ) WALL HT (H) SEGMENT WIDTH fW) THERE ARE TWO OR MORE ADJAMW TRUSSES WITH WEB CONFI&URATIONS CAPABLE OP ACCOMMODATING AN ASSUMED RE'CTAN&LE 42 INCHES IN HEIGHT BY 24 INCHES 20 8S 1 in 127 156 187 220 255 291 351 - IN MOTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS Stud 712-12:12 24 9d 110 123 153 767 224 263 3tTs 350 421I 1. - 8t_1u 2'_4e _ � a'-1" 2'-Stt WHERE ALL OF THE FOLLOWIN6 CONDITIONS ARE MET. Spacing Wall Height(ft) Requires!Numb•2r of 16d gammon Nails or 40d 13ON Ptails(ter Stud to Plate Conmacion 2e 114 129 144 37n 21B I6i 3117 33Ei 4Die 4.91 (V 10'-1" 3'-O" 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING•NOT LE55 THAN ZO INCHES IN WIDTH BY 80 INGHE•5 IN LENGTH THAT 15 LOCATED WHERE THE CLEAR FElbif'r IN THE ATTIC 15 NOT LESS THAN 50 INCHES. (in.) 32 130 117 169 224 250 299 351 407 466 562 2.THE SLOPES OF THE JOISTS OR TRU55 BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS 8 2 2 2 2 2 2 2 2 2 36 1•t7 165 133 229 2111 336 395 458 325 53' HORIZONTAL. 5.RZOUIRED INSULATION DEPTH 15 LESS THAN THE JOIOT OR TRUSS BOTTOM CHORD MEMBER DEPTH. 2 2 2 2 i 1 Tabulated tonnetnon requirements shall be permitted to be mglltiplied b'.0.70 for frami ng not located withrn a feet of building corner;. THE RE MAININ6 PORTIONS OF THE.101515 OR TRU°�5 BOT(tOM CHORDS SHALL Be DESIGNED FOR A UNIFORMLY DISTTZIBUTED CONCURRENT LIVE LOAD OF NOT LL55 10 2 2 2 2 Tahu!ated connection requirements are based on iotai uplift minus the roof aszernb dead load of 6 If 0 6 x 10 sf 6 rfi USE "5I MP50N" THAN 10 POUNDS PER SQUARE FOOT. 12 2 2 2 2 2 2 2 2 2 Z hd P ( R p- • xiN br H. 6LAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL ESE APPLIED TO EACH OF 2_ HDU4 HOLD DO THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL„AND TO THE LOAD ON THE INFILL COMPONENT'S.THESE LOADS SHALL BE DETERMINED INDEPENDENT OF 12 14 2 2 2 2 2 2 2 2 2 3 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for drfterent ridge connection spacing,multiply % OT•IE ANOTHER,AND LOADS ARE A55UMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the tabulated values tri the appropriate m0ti^lie,below a u n W/ 55TBI6 ANC,•HC1) 1~IO!-T 16 2 � 2 , 2 , 2 2 2 3 " WOOD GIRDER ON A 4 xb xl/4 18 2 2 7 2 2 2 2 3 3 Ridge Connection Spacing sin.) 12 16 1.9.2 24 4B STEEL Bt-ARIN6 PLATE ON A ROOF SHEATHING NOTE: muitlpfier a.a� 1.33 1.60 2.L�t 400 5 1/2 DIAMETER STEEL COLUMN 20 2 2 2 2 2 2 2 3 3 3 2 2 4 For jacr;rafter uplift connertions,use a roof span equal to Eta,ice the jzck rafter length.TheacY,raRer le ngttn includes the o'aer;•s3na (GAN USE IOd BOX NAILS AS INTERIOR ZONE- 16" ON-CENTER RAFTER/TRUSS SPAGIN6 a 2 2 2 2 2 2 2 2 - "'- ALTERNATIVE) 10 2 , 2 2 2 2 2 3 len;th and the;ick span NAIL SPAGIN6 -PANEL EDGE- 8d COMMON® 6" ON-CENTER - NAIL SPAGIN6 - INTERMEDIATE SUPPORT-Sd COMMON a 12" ON-CENTER 12 2 2 Z 2 '2 2 2 2 3 3 . 16 14 i 2 � 2 2 2 2 3 3 ,3 Table 3.9.0 Roof Sh'eathinj;Attachment Requirements for Wind Exposure B PERIMETER EDGE ZONE- ib ON-CENTER RAFTER/TRU55 SPAGIN6 f` 15 2, 2 2 2 2 3 3 3 4 Loads S� 1/2" GPX PLYWOOD SHEATHING NAIL SPACING - PANEL EDGE-8d COMMON ® 6" ON-CENTER 18 T 2 7 2 3 3 3 " 4 2F EXTERIOR w/8d NAILS @ 6" O.G. NAIL 5PAGING - INTERMEDIATE SUPPORT-Sd COMMON a 6" ON-CENTER 20 2 2 ? ? 2 3 3 3 a 5 700-yfi'.1yitld speed 3-second gust imph) 110 ii4 120 i3d! 16p L50 16D 170 1g0 195 EDGES 12" O.G. IN THE FIELD. WALL SHEATHING NOTE: a 2 z 2 2 2 3 3 3 sTRucT-uR.oL sHE�trHIrOG .s I/2" GYP BD. INTERIOR w/ 5d 19 2 Z 2 z 3 3 E F E F E F E F E F E F E F E F E F E F (GAN USE IOd BOX NAILS AS INTERIOR ZONE- 16" ON-CENTER STUD SPACING 12 2 2 21 2 2 3 3 4 4 5 Raftere'rrllss COOLER NAILS @ '1" O.G. @ EDGE 4 @ ALTERNATIVE) - 14 11t 2 2 2 2 3 3 4 A �6 5 Framing Rafter/Tntss 10° O.G. IN THE FIELD. NAIL 5PAGING- PANEL EDGE- Sd COMMON a 6" ON-CENTER 5heathing Location' g Maximum Naii Spacing for 6d Coretmon Na-tis or Sad Box Nails lindlim,o.c.)' NAIL SPAGIN6 - INTERMEDIATE SUPPORT- 8d COMMON® 12" ON-CENTER is ;? a 2 3 .3 3 4 4 5 6 sp,-Cific Spacing(in.) 57EEL 6111RDER CIN A 5/8" STEEL 18 2 2 3 3 4 4 5 5 6 Gravi%G __ MOUNTING PLATE H/(4) 1/2" 4" EDGE ZONE- I6" ON-CENTER STUD 5PAGING 2fl 2 z 3 3 4 4 5 5 6 7 1z 6 1- 6 1'- 6 12 6 1'- 6 1-' g 1? 6 1z 6 1z 6 iz 6 12 DIAMETER BOLTS ON A 5 1/2" NAIL SPACING -PANEL EDGE-Sd COMMON 0 6" ON-CENTER L Presrr7ptive:units aresbased on assumptions in Table 3.5. 049 16 6 iz 6 12 6 12 1i SZ 6 12 6 12 6 12 6 P2 6 Y2 6 I2 DIAMETER STEEL COLUMN NAIL 5PAGIN6 - INTERMEDIATE SUPPORT- Sd COMMON a 6 ON-CENTER 14.2 6 12 6 12 6 iz 6 1z 6 i2 6 12 6 iz 6 i2 6 12 S 12 --- 2 Tabulated framing loads and connection requirements sha°l be permitted to be multiplied by 0.92 for framing not locat_d 24 6 1z 6 12 6 l2 6 32 6 i2 b 17- 5 12 s 12 6 12 5 iz �1 Interior Zone TABLE 8301.7 12 6 L2 6 12 6 12 6 12 6 12 6 i2 6 12 5 12 6 12 6 1Z Table 3.17F Segmented and Perforated Shealrwall Holddown Capacity ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS"• 11 Requirements ALLowABLe Table 3.11 Wall Sheathing and Cladding Attachment Exposureo.a2 Is 6 iz 6 1z 6 12 $ iZ 6 12 5 12 6 1z 6 l! 6 iz b 12 FI l )ii- RegUirements for Wind Loads L9.2 6 12 6 12 6 iZ B iz 6 12 b 12 6 12 $ 12 6 iz 6 i2 STRUCTURAL MEMBER DEFLECTION i Z4 6 12 6 12 6 12 9 12 6 13 6 12 6 12 6 i2 6 8 5 6 Rafters having slopes greater than 3/12 with no `m;�"r:.,7 JE ,. a finished ceiling attached to rafters U180 12 6 12 6 13 6 12 6 i2 6 12 6 12 6 12 6 ft 6 $ 6 6 iIE Required Holdowvo Connection Capacity(lbs.) r Will Height(k) Wind Seismic Interior walls and partitions H/180 700-yr.Wind speed 3-second gust(mph} Ila lis 120 130 140 150 150 170 L&} 195 0 � L5 6 lz E 12 6 12 6 1: 6 12 fr E 6 6 5 E 6 6 b 6 'I'' '�� 'I�j, D �� 8 3488 1920 Floors and plastered ceilings U360 19.2 6 22 6 12 $ .1<" IS 12 6 6 $ 6 6 6 ti 6 6 b 4 a � I,� 9 3924 2160 STRUCTURAL 5HEATH7N6 24 6 12 a 12 6 6 6 6 6 6 $ 6 6 6 4 d s S a J " u n All other structural members U240 Perimeter Edge Zona E 51 MPSON 1D 4360 2400 Lz 6 12 a 12 6 12 6 6 6 5 5 E 6 6 $ 6 6 6 6 6 2 2 2018 DU4 HOLD DOWN 12 3232 2860 Exterior walls with )aster or stucco finish H/360 E F E F E F E F E F E F E F E F E F E F 1$ 6 12 6 Sz f 12 6 6 6 $ 6 6 $ 6 5 6 4 4 4 a AUq 14 6104 3360 sheathing toutio•nI Stud spaclf�, maximum nail spacing for ed Cortmort Nails or 10d Bax Nails finches,ax.f'° GAZ L9,2 6 12 6 $ 6 6 Ts 5 6 5 E IS 4 4 4 A 4 4 3 3 W/ 5/8" TREADED ROP 16 6976 ;gqp Exterior walls-wind loads'with brittle finishes U240 -inches,�o.c. 18 7848 4320 Exterior walls-wind loads"with flexible finishes U120 Z4 5 6 6 6 6 b 6 6 II 3 4 4 4 b 4 4 3 3 3 3 20 8720 4800 NOTE:L=span length,H=Spon height, 12 6 12 b 12 6 12 5 12 6 12 6 1: 5 12 6 12fi 12 6 12 T�tr� _ ' Required holddown capacities assume walls etre sheathed in accordance with Section interior Zone 16 6 L 6 12 $ 12 6 12 6 12 $ b 2 6 12 5 ?2 12 6 I2 rabic Endwall Stake or 0 d9 6 $ 6 E $ $ 6 6 a 4 4. r T^ e"' n u ...A •-i. u a.The wind load permitted[obe railaril as timet the Component 51t'1P50N 1YPIGAL LGG5.25-3.5 /�. ear-yF`,- +.'..` I P. CONNECTION FOR TWO 3.4.4.2.For other wall sheathing types the tab+Mated holddown capacity shall b,, r , t2 ro Rake Truss with Up to V INSTALLATION CONNCCTIN6 A 5 l �" Cladding loads forthe purpose ofd.e determining denectiunlimits herein, za 6 , 5 la a 12 6 lz 6 .12 6 6 1. 6 6 $ 6 6 $ �( aRY APPLlCAYIo1J5 multiplied by the appropriate sheathing type atdjustinent factor in Table 3.17D. b.For cantilever tnembers.L shall be taken as twice the kn ih ofthe cantilever Rake0verlran g 12 6 i2 6 12 s 12 $ iz 6 L 6 L 6 12 6 i2 $ iz 6 lz g a 42 6 6 6 6 6 a a a 3 3 /L ANDA 3 I/2" DIAMETER a Holddown capacities are tabulated per story.(Required holddown capacities shall be c•.For alarnimim structural members or panels used in roofs or walls of sun. .2 COLUMN summed from the story above to the story room additions or patio c,nen.not suppordng edge of glass ur sands ich Perimeter(Edge cone i6 6 12 6 12 6 12 5 12 6 12 6 12 5 12 6 12 a 12 6 5 BOARD SHEATHING panel,the imil loaddenecrinn shall not exceed l i60.Fn,san(Wch panels 24 6 12 6 12 6 12 6 12 6 1-t 6 i2 6 Is 6 6 r, 6 6 $ uscd in rnofti or ual k of sunroom additions or patio coven,the total load de- llechon shall not exceed L/120. Sheatttin Sae Rafter✓'(su59 FAinimUm Number of Ed COMMIT MRS Per Support BOARD SH�lTH19FG or LAP SIDING g PP _-- - sparing(fr11 1x ,... `�,;,. ® 2 is =-�`= PROPOSED RENOVATION FOR Sheathing Size RafterdTnrss Spacing 1x6 or US 12-l9.2 2 z 2 z 7- 2 z 2 2 J;nches,o.c.) Minlmtatl r4*umberof tad Ctxrlmats Naib or 14d Elax Nails per Support 1x.10 or Larger sheathing 12.19.2 3 3 3 3 3 3 3 3 3 3 ,t- ' da L+ r Endwal! APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD ON OR 1x6 orixB Sheathing 12.24 z 2 2 2 z z 2 2 z 2 . ( THEODORE ANNA BOUTL,4L I S Corner stud 1 3 _ 610 HOLDEN AVENUE GUTCH06UE NY 11935 ADJACENT TO ELECTRICAL METER BOX FOR FIELD INSPECTION. ixlfloriargersheathing u•2o 3 3 3 3 3 3 3 3 3 3 E - Nail spaang at partet edges sin., " APPROVED BYt Holddown connected to F - Nal spatia;at interm=dlate supports u1 the pane!field+;til.) SCALES A5 NOTED DFaAWN By, RK transfer shear RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, -_----..I Common PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER E Elailspa igatpaneiedg 5n.i_, - • �2.16cl nalls at 6"O.C. CONSTRUCTION FOR NEW DWELLING AND /OR ANY ADDITION, r • mail sI;3cng at intiarmldi3te sutlPorts in the parcel field?in.) 1 far roof sh=_athmg within a feet of the perimeter edge of tike roof,inctudi 1g 4 feet on each side of tyle tor•peas,thea, p_ g5-25-1-7 _ .... __ _ xaot ?runater edge 1 ' � ilaT7=t 8-2rJ' -I-1 R.rl/!G.i=G BY r sorra attachment r_ u!-errentsshallteused i ' ALTERATION A SIGN OR SYMBOL DESIGNED IN ACCORDANCE WITH e ar n i a I Lois 3 at r total) -I- I a- J.fi• _.t " TITLE la NYGRR PART 1265 SHALL BE AFFIXED ON OR ADJACENT TO 1 ,nr v,all sheathing within 4 feet of the ccmers,the 4 foot edge:one attachment fequirgments sha''tri used. for wind_Gaels,eat_ than 150 me h,ba ck mg is rmauired which transfers shear bad to two additions joists 1 j ss tot i Robot C ii aJ. G r U be r 7�'�r o h I f e r - ANY ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE z Tabulat6d nail spacing assull�sheathing attached to stud framing membys with 0 425 G<0.49 ; �. !'- ' 5 c FOR FIELD INSPECTION 3 Foreoe-norpanelsiding.gahranrzedbOKnailssh&i!be permitted to besutstitutedforcommonnails. h �� I Ie� fi=x rP��'wa(a Drive 50. Medford, N,Y. II�f63 (631) 654 4. � ttmtut ra,.•.rr.eraax...ao1r �4 ,. GC�UER 5f�f�_7J SCHEDULES I Off- -�� 1 55UED FOR PERMIT oq. q. 5 D Oq. "1 R VI5E.r.� 02.2-1.18 Vivo-'. __._._._r._ _ _ L-�_._____ JOBS #1`7-�>3(-� TYPICAL FOUNDATION NOTES: N 34055' 40" W 1. ALL FOUNDATION _ HIGH, LEGEND 4.24 8" THICK POURED CONCRETE KEYED TO A ,.�,...�.. ' " 16" WIDE X 8" DEEP FOOTING WITH S 4700440 W - (3) #5 REBAR UNLESS NOTED OTHERWISE STRUCTURAL MEMBER 9 . 13' "� N 9 7 .3 / ' 5ONOTUBE5 TO BE 36"BELOW GRADE2. THE E30TTOM OF ALL FOOTIN65, RS J015T OR R4FTER FRAMING DENOTES HOLD DOWNS- � SHEARSEE ° 42 1 V`1"' -- N 5 ON 5HT. 1 - OVIDE HOLD DOWNS AT rx LOCATIONS NOTED SECTION MARK 1 1 2-5TORY AREAS PROVIDE AT IST $ X 25._8■ I 2ND FLOORS AS PER SHEAR WALL SEGMENT DETAILS ON 514T. #1 '1'-10 1/2" -11-101/20 -1'-10 1/2" 1'-0" 4'-0" +/- 25'-�I" 4'-0" 4. FIRST FLOOR DECK TO BE INSTALLED PRIOR TO BACKFILLING EXISTING FOUNDATION WALL TO REMAIN NEW (3) 2X6 +/- 8-q" SEE PLANS FOR SIZE - P.T. GIRDER 5. PROVIDE CRUSH BLOCK AT ALL POINT LOADS - - - - - - - - - - - - - - - - - - - - 6X6 P.T. POST I +/- � _ _ +/- PROVIDE 6 WIDE ON FOUNDATION WALL 6" • '1'-5" 81-5" 6" X 4" DEEP PAD AT ANCHORED TO I ?= I BOTTOM OF STAIR 6. ALL CONCRETE EXPOSED TO WEATHER IS TO 12" DIA. 50NOTU5E I �` `9 11 FIELD VERIFY BE 3,500 PSI AIR ENTRAINED -a--.-- STANDARD 36" MIN BELOW Q I ry t ® Q EXACT LOCATION EXIST. DECK NEW DECK FOUNDATION WALL 01 GRADE, TYP. I I a- I TO REMAIN -`-" SEE PLANS FOR 51ZE r( - - _ _ _ _ LINE OF SCREENED PORCH ABOVE _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ LINE OF DECK ABOVE �-1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ TYPIGAL FLUSH BEAM NOTES: 5v - - ~ - - - - - - - - LINE OF STAIR NEW (3)2X12 P.T. GIRDER NEW (5)2X12 P.T. GIRDER NEW (3)2X12 P.T. GIRDER NEW (3)2X12 -6 - - - PLATFORM - kENW(5)2X6 I. ALL JOIST INTERSECTING FLUSH BEAMS ARE TO - -- -_ TOP OF I I P.T. GIRDER _ P.T. G►BOER I HAVE 51MP50N STRONG TIE CONNECTORS _ - ❑ _ _ ❑ _ _ _ _ _ _ _ - -_ _ - o _ _ _ ❑ �' // FOUNDATION WALL I EXIST. POST $ GIRDER TO REMAIN, TYP. EXIST. POST $ GIRDER TO REMAIN, T-rP. I - - - -- TO BE HELD AT GRADE _ 2. ALL FLUSH BEAMS TO HAVE 51MP50N STRONG TIE CONNEGTOR5 AT EACH END ■ I z <F Q 0 0 NEW 2X10 LEDGER I I w NOTES: I Q I l x z-' <1 x 5' m n y SECURED TO HOUSE I = �aCO a I tX Q-N W/ 1/2" DIA. - - :: 1 tt Q N v= 4 1 V w w@ d LAG BOLTS AT I6" O.G. 1 +/- PROVIDE 6 WIDE 1 . EXISTING ( 11 m N X Q m N l Q 10'-8' V Q v 1 N v 5'-4" 6' Q X 4" DEEP PAD AT NONCONFORMING I `� o ® � N 4 d F o 0 0►�OL 1 Q o o I BOTTOM OFSTAIR ONE I civ x " :_ :� m N x x - , R-40 Z I I I I K I ry K � 5-0 5 8 �x ry v� N 1 ry v� I _ _ + EXAGT LOCATION 2. SIDE YARD SETBACK � I - - Q i Q � I z STAGGER FASTENERS 3 w ® w ® if IN 2 ROWS MUST HAVE AN I (n I - - _ - - -- -- - 1 I 4 ® ® ® 5.5"MIN.FOR 2 X 8" 'DISTANCE SHALL BE PERMITTED TO 5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS m AGGREGATE OF 35'-0" I - - - - _ -- - - ( I I 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS NEW 2X6 LEDGER 0 0 ® ® REDUCED TO THAT OF LAG SCREWS 15 V) I 0 ( 10-0" 4 SECURED TO HOUSE W/ I I --►� BTO AND ACTS 2 X 8 LEDGERS TO 2 X 8 NEW 16X24 W v d 1/2 DIA. LAG BOLTS AT 16'_•1■ I I 2"MIN. LEDGER LAG SCREW OR BOLT 314"MIN. CO I �, EX15T. GRAWLPAGE z ry ® O I I Ib O.G. STAG 1 o z UNF I N 15HF-D ACCESS _ - - m _ _ I )- For SI: finch=25.4 mm. O I z(� < 5A5EMENT , Q FIGURE R507.2.1(1) = ►� TO REMAIN - - - - -- -- - - - - - - --- - I I PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS iz 13 � I x�- �-i-, ■ 1L I JU u- ® o Ex►sT. o sT NEW GROWL SPACE v O GRAWLSPAGE `C�`�'d 2 P.G. SLAB W/ GLA55 IACCESS ' '��• �u-� I I !z!L I I ry TO REMAIN � VAPOR RETARDER OVER _ x%zI I J WELL COMPACTED 501L W/ 1/2"I '� + m SHEATHING +/- Iq 3' I PERIMETER EXPANSION JOINT I I I = NOTE: SIDING w THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR NEW OTE: (2) 2x6 ATERTIGHTNESS DOUBLE FLOOR JOIST -jL PARALLEL TO DECK JOISTSDECKINGFLUSH UNDER KITCHEN 15LAND + I ° I 0 ( (r(j/�/, EXISTING I I APPROVED JOIST HANGERS I 1I /� I I 2"MIN. 2x LEDGER WITH FASTENERS 2x10 FLOOR JOIST 1 IN ACCORDANCE WITH TABLE R507.2 EXIST. �� ® I6" O.C. ° I HOLD-DOWN DEVICE MIN 750 LB.CAPACITY GR,4WL5P GE -T_ / TO REMAIN I I I TO REMAIN I Ij I FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED 2111 W sD co E Is . I I I EXIST. I I ALONG DECKAND ONE WITHIN 24"OF EACH END OF THE LEDGER.HOLD-DOWN DEVICES I SHALL FULLY ENGAGE DECK JOIST PER 0 o I U `I I I HOLD-DOWN MANUFACTURER. I EXIST. GIRDER TO REMAIN - - +I I ' GR14WL5PGE I I I + - 16.6 I 0x TO REMAIN I• R I-. = ry z I I A FULLY THREACCD 31e"DIAMETER LAG _ F V 47- I tD = SCREW PREDRILLED W/MIN.3"PENETRATION 5 z 'u4j m EXIST. PAGE N OTE: I I I I r TO CENTER OF TOP PLATE,STUDS,OR HEADER. 40 z 1 I �(p ACCESS L NEW / EXIST. I I _I V + Q EXI5TING � 1�E H O + xx O TO REMAIN B FLOORS TO ° N Q' 2x10 FLoofR Ja15T lLl{- FIGURE R507.2.1(2) TYP. I I 1 PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS 1 1 V Q0 Q w ® 0 ® I6" O.C. _ I NEW I I I m 10 R < 1 O ti TO REMAIN 1- j/ / 2x6 F.J. 0 I � EXIST. 4, NEW GR�1^lL ® 16" IUNF I N ISHED /, SPGE 2X6 LEDGER SECURED I I E3A5EMENT - I 2 P.G. SLAB W/ To HOUSE W/ I/2" DIA. I o �•/ 1 00 .00 I TO REMAIN GLASS I VAPOR LAG BOLTS AT 16" O.G. N PATCH / REPAIR RETARDER OVER I �►� \ STAGGERED WELL COMPACTED ' / N I SLAB A5 REQ. + -� 501L W/ I/2" I I I I 1 1 lam; Z '� U u NEW 3 I/2" DIA. j % PERIMETER NEW 16X24 Ift ° FJOJ 0 O I EX15T. STL. COLUMN ON / EXPANSION JOINT CRAMSPAGE S3g _ UNEXOAVATED 30 x30 xl2 DEEP VII ACCESS I N P.G. FOOTING W/ /�/�.J ANCHOR NEW - I NEW BEAM L i TO REMAIN (3) #5 REBAR5 FOUNDATION WALL NEW I NOTED ON PLAN OLD EA. WAY 4 TO EXISTING N (2) 2x6 3 4 x8 x/e STEEL PLATE WELDED #5 REBAR AT SEE DETAIL , �j FLUSH I I TO STEEL COLUMN AND FASTENED VA " O. � O I I ry w/ (4)Y2" LAG BOLTS TO WOODA/2, TYPICAL .2VERTICAL, BEAM A5 NOTED ON PLANSSI -E FLAN 50ALE: I"=20'-O" XI D ry 5'- 18 /2" I I TO STEEL COLUMN LATE WELDED STEEL PIA. COLUMN EXIST. WINDOW EXIST. WIN OW TO REMAI I/2" HOOKED ANCHOR BOLTS TO REMAIN - - - - - - - - -- - - - - - - - w/ END-NUT $ OVER SIZED 4" P. GONG. SLAB ZONING RE G U L AT 1 O N S TOWN OF SOUTHOLD - - - - - _- -- -1=4 _ - - -- WASHERS _ _ 5.0.T.M. # 1000-110-5-20 ZONE: R-40 (NON CONFORMING) �ON�.I.p�5 K 30"x30"xl2" P. GONG. w/ 6x6 10/10 WWM ITEM. EXI5TING PROPOSED REQUIRED COMMENTS �'L�NE OF FR I6" x 8" VENT W/ NOTE: FOOTING w/ (3) #4 REBAR E.W. � STEP FOOTING 2:1 RATIO INSECT SCREEN, FRONT: 40.5' +/- 55.11' 40.0' MIN. VARIANCE REQ. 24" MAX STEP DOWN TYP. MAINTAIN 6" MIN. FROM (1) SIDE: 21.11' +/- 160.6' 15.0' MIN. (16.0' 5HOWN) COMPLIES TYPICAL TOP OF NEW FOUNDATION WALL a TOTAL SIDE: 41.8' +/- 35.11 35.0' MIN. COMPLIES 8'-b I/2" 8'-6 I/2" TO FINISHED GRADE ° a REAR: 146.8' +/- 136.4' 50.0' MIN. COMPLIES a LOT AREA 50. FT.: 22,5111 S.F. To REMAIN 20,000 S.F. TO COMPLIES ° ° °• i 0.51 ACRES 511,111111 S.F. 18'-I I/2" IT-0 1/2" I1 LOT COVERAGE: 11.-r% (2,111'7 S.F) 11.1% (;2,41111 5.F) 20% MAXIMUM COMPLIES HEIGHT: +/- 20'-0" +/- 2:2'-5" 55'-0" MAX COMPLIES - _ AREA CALCULATIONS: EXISTING AREAS FR.OPO5ED AREAS 30" FIRST FLOOR: 1,4211 S.F. FIR.5T FLOOR: 1,164 S.F. I I l�IM FRONT STOOP: 15 S.F. 5UREENED PORCH: 2511 S.F. G O L N DETAIL REAR DECK: '153 S.F. FRONT PORCH: TO REMAIN �O l�N D�� I O N FLAN REAR DECK: 46 S.F. SCALE: I/4"=1'-O" SCALE- I"=I'-O" PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GAT I ON 15 BASED ON PLANS ,SND SOLELY FOR .THE PURPOSE OF OBTAINING A BU I LD I NC PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL NSPEGTI ONS AND TESTING MUST BE DONE TO OBTAIN A GERTI F I GATE OF OCCUPANCY ` e AR�� PROPOSED RENOVATION FOR THEODORE 4 ANNA BOUTZAL I S (7-70 HOLDEN AVENUE GUTGHOGUE NY 11435 d 5GALE. A5 NOTED APPROVED BY. DRAWN BY.RK ZS �i�. •' DATE. 8-25-I-I REVISED BY . f Robert J. Gruber - Architect 416 Ex re55wa1 Drive 5o. Medford, N.Y. 11163 (631) 654-4g4a . �``--,oF',��+ . • FOUND,4TI ON PLAN, SITE PLAN D 2 O� -7ISSUED FOR PERMIT Oq.lq.l1 / REVISED II.OQ.17 / REVISED 02.27.18 4 DETAIL5 J05. #;7-pg� LEGEND STRUCTURAL MEMBER SOLID WOOD P05T $ NIEW DECKING JOIST OR RAFTER 7 NEW TO MATCH EXIST. FRAMING PATIO BELOW NIEW RAILINC75 EXACT 51ZE T.B.D. AS PER CODE X i 24'-8" 10'-+8" I x - -- SECTION MARK 111-5" 4'-11" 5'-2" 5'-6 1/2" EXHAUST FAN - 50 GFM MIN. AS PER IBC 2015 IDN` OGO CARBON MONOXIDE I (2) 36" X 60" (2) 36" X 60" ( ) 3 60" DN DETECTOR EXIST. DECK NEW DECK 50REENING SCREENING ENI G TO REMAIN OSP SMOKE DETECTOR BY OTHERS BY OTHERS B TH R5 I (2) 2X12 HDR (2) 2XI2 HDR (2) 2X12 HDRX-x " FLAT CEILIN& DECK - - NE MATGHIEXIST. G•11. SEE PLANS FOR HEIGHT 00 p (EXISTING z M TO BE NEW RAILINGS Q} SLOPED CEILING UI NEW X}zu tn q) REDUCED) AS PER CODE Q N j SCREENED PORCH a m o Q EXIST. WALL TO REMAIN (UNCONDITIONED) O O E IST G _ N H NEW WALL Z`� +/- 8'-0" N . T MAIN ?/ f DN NEW / EXIST. INTERIOR BEARING WALL (BW) EXIST. DOOR EXIST. DOOR EXIST. DOORNOTE: ITO REMAIN TO REMAIN TO REMAIN GWI35 UI IST FLOOR PLATE HEIGHT UNLESS — - QI NOTED OTHERWISE: rz- ST. HDR EXIST. HDR EXIST. HDR — 2 2X iR ■ _ .... . REMAIN TO REMAIN TO REMAIN _ j I _ J I ESE]) L —DWQ �'I TYPIGAL FLUSH BEAM NOTES: Dn z m I EN 2xc- EXIST. �t +/- 4'-6" +/- 12'-3' Q z0 " mm XCEILINGS JOIST P41NDON -LLL I e- TO REMAIN I. ALL J015T INTERS)=GTING FLUSH BEAMS ARE TO +/- 'i-b AT I6 O.:C. _ ( HAVE 51MP50N STRONG TIE CONNECTORS zQp� � O I _ _ ! w O G H. (2) 1 5/4" X a 1/4". LVL FLUSH rX REMAIN REUSED DOOR 4 W 2. ALL FLUSH BEAMS TO HAVE SIMP50N STRONG TIE IN IY N I- �O-�: I I a'-0" 3 I/2" - ---'Y-4"---- -- CONNECTORS AT EACH END �j I j ALL NEW / EXISTING J I SUB FLOORS TO ALIGNNEW V I x ~v n 4 0 NQ o _I GENERAL NOTES: RANGE1 O O KI60 WIG --t 3/4" PLYWOOD SUB FLOOR I EXIST. FLUSH BEAM EXPAND D 4 OVEN w V I v Q BEDROOM WINDOWS TO CONFORM VIITH EGRE-55 € TO REMAIN ■ I i O z NEW (3) 1 5/4" X i z NEW (3) 2Xbr I REGULATIONS OF 8310 FLUSH BEAM AS PER PLANS Q KITCHEN +7 g-..0• 1 -r 1/4" LVL FLUSH �, ., FLUSH • 5TAIRWAY ILLUMINATION R303.6 p I G.H. O BATH - - - - r - - I STAIRS, LANDIN65, RAILS 4 GUA'.D5 A5 PEP. I EXIST. DOOR I R311 $ P.312 1 EXISTING (EXISTING �TO REMAIN) TO BE REUSED I 66 • FIREBLOCKING R602.8 CEILING JOIST O DRAFT5TOPPING 8502.12 I LIVING ROOM x TO REMAIN I NEW (3) 2X6 5 1/2 I • FLOOR DIAPHRAGM BRACING PER WFGM PROVIDE JOIST HANGER AT (EXISTING TO REMAIN) N ( FLUSH I (2) 2X6 �r • ALL WORK TO COMPLY WITH 2015 IBC EGGG o EACH INTER5ECTING JO15T m 3 I �o I HDR O I ALL SOLAR WORK TO COMPLY WITH 8324 -011 REP 31 %Q NOTE: L X I- F�cl- - (2) 2X6 HDR ALL NEW / EXI5TING �; SMOKE G02 DETECTOR NOTES: ZALL SHELVING EXIST. DOOR SUB FLOORS TO ALIGN w;I N 4 HDR m .r I VERIFY OR PROVIDE HARD WIRED c - 4 RODS D TO REMAIN - I SMOKE DETECTORS w/ BATTERY BAGK-UP IN: 5/8" INTERIOR GYP BD EXIST. FIREPLACE z ARE A5 PERLLL ` I RE REMAIN x- OWNER, TYPICAL I I. EACH SLEEPING ROOM REFINISH w=4 O SD GO EXISTING x O NEW 2X6 AS PER OWNER V~ CEILING JOIST G.J. AT 2. WITHIN 15'-O" OF EACH BEDROOM FLUSH BEAM DETAIL d z EXISTINCG Q z +i N I 2. HI RALLY THE HALLWAY D GALLEeY) to d CEILING JOINT �� S� TO REMAIN z I6 O.G. i TO REMAI1` SCALE: I"= I-O I- z f- EXIST. HDR 'ti N N N N qi G.H. I - 3. THE TOP AND BOTTOM OF EVERY STAIR E»CIaT. HDR EXIST. HDR TO REMAIN 'P _ TO 2EMAIN uxj TO REMAIN z z m +/- ll'-6 1/2" z< +/- 4'-q 1/2" m Y I r HANDRAIL NOTE: /\< � SD SD EXPANDED — T�+ Sp 40�� o s�,� O MASTER I - I ! HANDRAIL5 TO BE 36" ABOVE DECK 4 STAIR " ( `I r ' NOSINGS, REQUIRED GUARDS OPEN OF NO •� STAIRWAYS 4 DECKS SHALL NOT ALLOWH THE }4 I EXIST. HPR AIN l� BEDROOIM #I BEDROOM #2 I6 5 1/2 I PA55AOE OF A 4 SPHERE OR MORE IN DIAMETER. TO SEE R-315.1 $ R-316.2 OF THE RESIDENTIAL CODE (EXISTING TO REMAIN) (EXISTING TO REMAIN) EXISTp I OF NEW YORK I . WINDOW EXIST. DOOR Q I TO REMAIN TO REMAIN RELOCATE v o +/- e'-0" Ex1ST. 3 I, ( " � WVINDOW NOTES: zW I DN +/- 8'-0" G,}{, ELEC. METER 5 1/2 N 1. WINDOWS WITHIN 16" VERTICAL OF ANY SUB I EXIST. STOOP cG.H. z O z FLOOR, TUB / 5HOWER, OR WITHIN 24" HORIZONTAL TO REMAIN p— 0 Q - --WC - (2X6 I OF ANY DOOR SWING ARE TO BE TEMPERED u�l u�l BENCH LAV LAV H ■ Ir IX SHOWER ■ 2. ALL WINDOWS AND EXTERIOR DOORS TO BE ANDERSEN 400 SERIES UNLESS NOTED OTHERWISE EXIST. HDR u1 0 O N d EXIST. HDR ` 5. WINDOWS WITHIN 4'-0" OF CORNERS SHALL MEET TO REMAIN TO REMAIN z OR EXCEED DESIGN PRE55URE RATING OF 50 �- `j- NEW In - Ilb/5.F. ALL OTHER NINVOY45 SHALL MEET OR EXIST. WINDOW EXIST. HINVOVi 7 MASTER 5A H EXCEED DESIGN PRESSURE RATING OF 25 WS.F. TO REMAIN TO REtjAjN_.--Q An b . � ry (2) 2X8 HDR 4. CONTRACTOR IS TO VERIFY ALL WINDOW MODEL -5 gp,C,K Cy414_2 NUMBERS PRIOR TO PURCHASE OR INSTALLATION --� SOF FRONT YAC , AREA CALCULATIONS: EXISTING AREAS IN'5UL4TION SCHEDULE: 8'-b 1/2" 8'-6 1/2" FIRST FLOOR: 1,421 S.F. FLOORS: R-la FRONT STOOP: IS S.F. I WALL5: R-15 + R-3 EXTERIOR FOAM IT-0 I/2" FLAT CEILING: R-50 REAR DECK: 1753 S.F. PROPOSED AREAS FIRST FLOOR: 1,-164 S.F. B A 'r 'r SCREENED PORCH: 251 S.F. FRONT PORCH: TO REMAIN REAR DECK: 461 5.F. FIRST FLOOR G O N S T R U C'`I ION FLAN SCALE: 1/4"=I'-O" I PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GATI ON 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NO A BU I LD I NC PERMIT. IN ORDER TO COMPLY WITH TOWN OUIDELINES ADDITIONAL NSPEGT I ONS AND TESTI NO MUST BE DONE TO OBTAIN A GERTI F I GATE OF OGGUPANGY q�p �K} PROi''OSED RENOVATION FOR THEODORE $ ANNA BOUTZAL I S 610 HOLDEN AVENUE CUTCHOOUE NY 11C135A APPROVED BY: SCALE: AS NOTED DRAWN BY: RK :ate . DATES 8-25-1-I REVISED BY : Robert J. &ruber - Architect �Q o� 476 Expre,55wcq Drive 5o. Medford, N.Y. 111693 (631) 654-4Q4Q a L` OF FIRST FLOOR CON5TRU07ION PLAN D 3 O� 7 155UED FOR PERMIT Oq.l1.17 / REVISED II.Oa.I"7 / REVISED 02.2'7.18 - DETAIL J051 #i7-a5 RAFTER TO RIDGE DETAIL INSTALL @ 16" ON CENTER LEGEND BEAM AND STRAP 16" MIN. STRUCTURAL MEMBER \b ° ° ® SOLID WOOD P05T 5TRAPPING w/ -� -JOIST OR RAFTER I 4 8d NAILS , STANDARD RD6E: FULL WIDTH p EA. END @ R.R. ® EACH RAFTER 16" O.G. FRAMING USE "SIMPSON" G520 COIL STRAP l 2 x 5LOGKINC� rx x SECTION MARK II III II I I I 1 1 16" MIN,BEAM AND STRAP DRILL 2" DIA. INTO ROOF ° INDICATES AREA Or- DECK F DECK FOR STRAPPING IN5TL. �� EXISTING ROOF UNDER EXIST. OR NEW NEW R.R. SET w/i I I I i i i R.R. BELOW �b ° " 00 NAILING EQUIPMENTS FOR ASPHALT 4 10d 9120-AT- TOE IDGE AT TOE NAILS I I I I I I NOTED CONT. _ CATHEDRAL GEIUNG NOTE: _ ROOF SHINGLES I BLOGKINC� ---�---f USE "SIMPSON" L55U21 HANGER BASED ON "RESIDENTIAL CODE OF NEW YORK STATE" I SPIKED TO R.R.'S ® EACH RAFTER 16 O.G. I SECTION - R0105 (REQUIREMENT FOR ROOF COVERING) ALIGN NEW 4 EX. 1 R.R. AS 5HOWN R105 2 5 FASTENERS..FASTENERS FOR ASPHALT SHINGLES I I I SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM PLAN VIEW I ' i RAFTER TO WALL DETAIL NGH(2.OR �mm] SHANK WITH A MR ROOFIN& NAILS, INIMUM INIMUM s/8 5/5-INCH 5 mm) I NOTE: SIMILAR ® '5HED'i I DIAMETER HEAD, A5TM F 166'1, OF A LENGTH TO PENETRATE ( INSTALL @ 16" ON CENTER ) THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 ROOF, R.R. IN LINE j N j € INCH (101.1 mm INTO THE ROOF 5EATHIN6. WERE THE ROOF SHEATHIN6 OS LE55 THAN 3/4 INCH (101.1 mm) THICK, THE 1 x V I FASTENERS SHALL PENETRATE THROUGH THE SEATHING. N IL O 1 TOP PLATE TO STUD FASTENERS SHALL COMPLY WITH A5TM F 166'7. ��\ /0 �p Q�Q j. �' USE "SIMPSON" HIOS TIE ll o Ra05.2'.6 ATTACHMENT. ASPHALT 5HIN&LE5 SHALL HAVE 'yj� LL F- �Q 000°° W/(8) 8d COMMON THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE 4 ��y+ °°O NAILS EACH RAFTER, MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT 5:7� TOP PLATES 85TUD5 SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS 7 °po THAN FOUR FASTENERS PER STRIPS 5HIN&LE OR TWO ce ROOF 1:;)ETA I L SCALE: NONE �� o°° FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF o0 SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS 0 HORIZONTAL (20:12), SPECIAL METHODS OF FASTENING ARE REQUIRED. EXCEPTION: ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE WHERE THE MATCH W NEW 2X8 R.R. ROOF 15 IN ONE OF THE FOLLOWING GATE60RIE5: EXIST. MATCH EXIST.K� I. EX15T, EXIST. Q AT I6 O.G. THE BASIC WIND SPEED PER FIGURE R301.2(4) 15 110 PITCH PITCH PITCH z N MILES PER HOUR (177 km/h) OR GREATER AND THE REMOVE NEW 2X6 G.T. — — — EAVE 15 20 FEET (60x6 mm) OR HIGHER ABOVE PORTION OF AT 16' O.G. EXI5T ROOF NEW (2)2X8 W NEW 2 2X8 I AT I6" O.G. MATCH THEE BASIC WIND SPEED PER FIGURE R301.2(4) 15 O i NEW 2X8 R..R. EX15T. I : 2 '120 MILES PER HOUR (113 km/I) OR GREATER. AS REQ, ROOF RAFTERS p ROOF RAFTERS }' MATCH PITCH 1 3. SPECIAL WIND ZONES PER FIGURE R301.2(4). A7 I6" 0.C. p[ AT 16" O.G. �S N� IST, NEW 2X8 R.R. 0- PITCH / Ra05.2.'1.1 ICE PROTECTION, IN AREAS WHERE THE AVERAGE — — - _ — — — — — — — — — �T AT 16" O.G. \�, i DAILY TEMPERATURE IN JANUARY IS 256F (-4�bG) OR N NEW 2X6 �`�Q� V �-* LE55OR WEN TABLE R301.2(1) CRITERIA 50 DESIGNATES, AN ICE BARRIER THAT CONSISTS OF A LEAST TWO LAYERS W AT 16" O.G. /10 Q / W p OF UNDIERLAYMENT CEMENTED TOGETHER OR C.= A AYMENT AND EXTEND Or, W A ��Q ry-F L T — — SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL �Q� / FROMBE ED IN LIEU OF THE EAVES EDGE TOLA POINT AT LEAST 24 INCHES OC / (610 mm) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. �` •z Y� � ��rr w .O 7 IY — IL N x / 13,2105.2.12 UNDERLAYMENT AND HIGH WIND UNDERLAYMENT IrS Q O N PITCH ;: O T u Q> JY APPLIED IN AREAS SUBJECT TO HIGH WINDS (GRATER THAN y W Q 1� I TOS / f 10 m h (I 7'ikm/h) PER F16URE R301.2(4A 5HALL BE APPLIED RE AIN Q/ P WITH GOR ROSIN-RESISTANT FASTENERS IN ACCORDANCE +O X O ryk W WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. W F- � O / / Q.:'H� � FASTENIERS ARE TO BE APPLIED ALONG THE OVERLAP NOT Z Q FARTHER APART THAN 36 INCHES 0114 mm) ON CENTER. EXIST. 9S.'�' j✓ TO REM/ IN ��!- X t~"p is— d�j� R1o5.2.5 FLASHING. FLASHING FOR ASPHALT 5HINGLES SHALL COM PLY WITH THIS.(. ��• i , -}- 5 SECTION. — lu 0- TO � Q' 4? T REMAIN / i �7 , `I- z U1 Ul �Q �� R505-2-6-1 BASE AND GAP FLASHING BASE AND GAP u y�-IiST F x +�oj REP'1AIND � I �l / ,/�G J�¢� O er X O p� N O C� FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH �/ / �/ 0' /� W +�oj� � /� ;� MANUFACTURER'S INSTALLATION INSTRUCTIONS. BASE N \ EXIST. R.R. W x y�A / Qi / / FINI5HIN6 SHALL BE OF EITHER CORROSION-RES15TANT EXIST. RIDGE TO REMAIN, 1- ,5,�-tj5� +�S TO R1=MAIN M T�� PROVIDE 2X PAD AS REQ. �/ /�� / �0 I` /z /Q METAL OF MINIMUM NOMINAL O.OIa-INCH(0.483 mm) EXIST QiEX�5T4'- NEW 1X8 / / / ~/ 1 THICKNESS OR MINERAL SURFACE ROLL ROOFING WEIGHING * < PITCH (}' PITCH ITCH/ �+ z % R.R. NEW 2X10 RIDGE/ W Q A MINIIMUM OF "17 POUNDS PER 100 SCUARE FEET (3.76 kg/m '\ �� N P '� �� i )GAP FLASHING SHALL BE CORROSION RESISTANT METAL 57( Ir {EXIST. �� `r� �/� X/ X F 1=X15 . R. / OF MINIMUM NOMINAL 0.0141-INCH (0.465mm THICKNESS. tu D- PITCH �i �Q P NEW 2X6/ N -q W W 0 �� w 4 MATCH" / EXIST. IDG (UNDRI / TO REMAI S P X rt0 ,aI RgQ5.2.8.2 VALLEYS. VALLEYS LININGS SHALL BE ❑ EXIST. X v �0 QQ~ /G`T� w �r'�` IV N EXIST. / nJNDt�R INSTALLED IN ACCORDANCE WITH MANUFACTURERS J -f-Pv X_ + A`f 6 0, z �Q *E' Q W ,}�I GH/ l/ / f�/ EW XS ROO RA INSTALLATION PITCH RIDGE J w �Q ry / ,gyp �'O Q Q / -� N 2 i A • / ITERS INSTRUCTIONS BEFORE APPLYING SHINGLES. EXIST. 4i E •Z F-- / AT 6 O G. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE �Q - N i�Q !� /"� // /� PERMIITTED: ❑ EXIST. PITCH EXIST. �j'� ROOF RAFTERS ROOFS F RS / / / / �ATGH RIDGE CRICKET -�� '� AT I6 G. T I6 G. vv X IL q toy�-I- X p I. FOR OPEN VALLEY (VALLEY LINING EXPOSED) X '�' '� W TO REMAIN , / :: / _Oi ,�0. / v�!'v / tz=� �j J W W d , O S� / EXIST. MATCH LINED WITH METAL THE VALLEY +� W Q- {� p F Q N .�. +/ ,y �w�/ V / / I CH/ AT LEAST 24 INCHES (610 mm) W DIE AND LI1N NG E +, / EXIST. 4i��Q J �W EP TIG X w O +�� lr`�/ AG /; pzr 4/ TS '�� AND OF ANY OF THE CORROSION-RESISTANT EXIST. F / � METALS IN TABLE 8105.2.8.2. W EXIST. R.R. 2. FOR OPEN VALLEYS VALLEY LINING OF PITCH .o Sj. TO REMAIN +O OF MINERAL G Two PLIES +� 'QJ u� 'Irgi \ W TH ASTM D 401, SHALL BE PERMITTED. THE LYING j Sj, �� ` c0�. \yA BOTTOM LAYER SHAW- BE IS INCHES (457 mm) AND �� EXIST. p A+i5 / X!L \ THE TOP LAYER A MINIMUM OF 36 INCHES (0114mm W IL �` - PITCH �p N La /� WIDE. Ali+Q +QST TO 0 d'S'ip �/ �pL �` \ S. FOR CLOSED VALLEYS (VALLEY COVERED WITH j . REMAIN \ SHINGLES),VALLEY LINING OF ONE PLY OF SMOOTH II OLR TYPE 1111 AND ATLLEAST 36 INCHES (114 mm)PE '� r 0�z A �/ ' h1ATCH �� WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS I NOTES: +� Q �q�/,�, // - 1ST�� \ UNDERLAYMENTSGOMPLYING WITH aSTMPEGIALTY I. PROVIDE ICE t WATER SHIELD AS PER CODE N W S / = _/PITCH z \: BE USED IN LIEU OF THE LINING MATERIAL. IK �p D 1170 MAY EXISTINr--.7 00I�- F AMNO FLAN p_ X O `�Q NEw 2x6 MATCH \ TABLE R905.2.8.2 C.2. PROVIDE 60 MIL EPDM MEMBRANE INSTALLED W ~ AT 6'T O.G. EXIST. ;' H \\ VALLEY LINING MATERIAL AS PER MANUFACTURER SPECIFICATIONS ON ALL SCALE: I/8"=1'-O° J NEW 2X8 NEW 2X8 THICKNESS WEIGHT ROOFS WITH A PITCH OF 5:12 OR LE55 MINIMUM Y ROOF RAFTERS ROOF RAFTERS 5. PROVIDE GUTTERS AND LEADERS TO PREVENT j'� AT 16" O.G. AT 16' O.G. MATERIAL (Inches) 6A6E (pounds) ANY RUNOFF DIRECTLY FROM ROOF TO GROUNDBELON COPPER 1 — — ALUMINUM 0.024 CROSS HATCH STAINLESS STEEL. — 28 — INDICATES AREA OF NEW �'-�" STEEL'&ALVANIZED 0.01701 co26 edzl6ao) FRAMEOVER = ZING ALLOY 0.027 — LEAD — — 21/2 W ( I PAINTIED TERNE — — 20 p PITCH � R0105.:2.8 3 CRICKETS AND SADDLES A CRICKET OR IY SADDILE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES (762mm WIDE. CRICKET OR SADDLE COVERING SHALL BE SHEET METAL OR OF THE TG S A SAME MATERIAL AS THE ROOF COVERING. PITCH PITCH �— ITCH EJ �C� W �'� VERTIC 51DEWALL SHALL BE THE 5TEP-FLASHING -T FLASHING AGAINST A 2 fi vv METHOD. v Q P * R'1052-al OTHER FLASHING FLASHING AGAINST A LU VERTICAL FRONT WALL, A5 WELL AS 501L STACK,VENT �I PIPE AND CHIMNEY FLASHING, SHALL BE APPLIED ROOF F R A M I I `�O FLAN ACCORDING TO ASPHALT SHINGLE MANUFACTURER'S Q �- ��Q SCALE: 1/4"=1'-O" PRINTED INSTRUCTIONS. RIDGE 'Sip L RI DG v PLEASE BE ADVISED THE GOMPL I ANGE CERTIFICATION 15 BASED ON PITCH PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BU I LD I NC � PITCH 1� PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL F I NSPEGTI ONS AND TESTING MUST BE DONE TO OBTAIN A GERTI F I GATE vv� W OF OGGUPANGY DA PROPOSED RENOVATION FOR PITCH z y � �� THEOD�'JRE $ ,ANNA BOUTZAL I S 6?O HOLDEN AVENUE GUTGH06UE NY IIg35 �Q se-,ALE. AS NOTED APPROVED BY: DRAWN BY:RK .V. s. a DATE: S-2S-17 REVISED BY : Robert J. &ruber - Architect NEPN ROOF F L A I � laces 416 Ex re55wa Drive 5o. Medford N.Y. 11-163 - ,. � (631) 654 4q4a . Or ROOF FRAMING PLAN $ DETAILS 7 4 UM -� SCALE: ve"=1'-0° ISSUED FOR PERMIT 01.1 c.I'7 / REV I SED (1.001.1'1 / REV I SED 02.2'1.18 �� Ina 7"rF I GAL. EXTER I OR F I N I SHES NEW RIDGE VENT - TO MATCH EXISTING PROVIDE BLIND FLASHING AT ALL ROOF / MATCH MATCH _ ROOF AND ROOF / WALL INTERSECTIONS EXIST. EXIST. MATCH 12 EXIST. � 12 NEW ASPHALT ROOF SHINGLES 12 - TO MATCH EXISTING MATCH MATCH NEWEXIST. 5/4 X 6 FRIEZE BD. ;' � .� - TO BE SELECTED 112 I6 OZ STEP k GAP FLASHING r" is NEW 5/4 X b FA50IA - TO MATCH EXI5TING TOP OF PLATE � If TOP OF EXIST. WINDOW / DOOR _ MATG1� ------------ '€` • I I` ?I J,'` EXIST. EXIST. EXIST. EXIST. EXIST. I EXIST. EXIST. NEW NEW NEW VENTED VINYL SOFFIT EXIST. - TO MATCH EXISTING a� �o NEW GROWN MOULDING L=J I; - TO BE SELECTED I NEW CEDAR IMPRESSION SIDING -TO BE SELECTED FIRST FLOOR ' � . —�..-...�..�...,-_....,�._ ', ... t= z i � E a#� a t•i 4 I I,' x�I�: !'}¢ £ 3� } NEW STONE VENEER -TO BE 5ELEGTED - ------ APPROXIMATE GRADE NEW 5/4 X 4 WINDOW 4 DOOR CASING - PAINTED FRONT ELE X ATION SCALE: 1/4" = 1'-0" MATGfH _.. _ EX15T;. MATCH EXIST. 12 12 TOP OF PLATE TOP OF MATCH i WINDOW % DOOR EXIST. 1 Eak__ EXIST,i EXIST EXIST.w�I NEW RAILING AS PER GODS II `o `A -TO BE SELECTED s FIRST FLOOR PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GAT I ON 15 BASED ON APPROXIMATE GRADE PLANS AND SOLELY FOR THE PURPOSE OF' OBTA I N I NO A BU I LD I NO PERMIT. IN ORDER TO GOMPLY WITH TOWN OUIDELINE5 ADDITIONAL NSPEGTI ONS AND TESTI NO MUST BE DONE TO OBTAIN A GLRT I F I GATE OF OGGUPANGY APPROXIMATE GRADE PROPOSED RENOVATION FOR co THEODORE 4 ANNA BOUTZAL.I S tibL �• � 6'70 HOLDEN AVENUE GUTGHOEAJE t`'Y 11935 LEFT SIDE ELEVATION APPROVED BY: sGALE. A5 NOTED DRAWN BY.RK SCALE: I/4" = I'—O° Y � � DATE. 8-25-17 REVISED eY : SEE FRONT ELEVATION FOR TYF I GAL EXTERIOR FINISHES Robert J. &ruber - Architect [77' w a 416 Expre,55wag Drive So. Medford, N.Y. 11163 (631) 654-4Q4q INUMBER FRONT LEFT SIDE ELEVATIONS NO ISSUED FOR PERMIT OcUcid7 / REVISED II.0ci.17 / REVISED 02.21.18 R301.2.1.2 Protection of openings. Exterior glazing In buildings located in wIndborne debris regions shall be protected from windborne debris, Glazed opening protection for windborne debris shall meet the requirements of the Large Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section 301.2.1.2.1. Garage door glazed opening protection for wlndborne debris shall meet the requirements of an approved impact-resisting standard or ANSI/DASMA 115. Exception: Wood structural panels with a thickness of not less that,7/16 inch (11 mm) and a span of not more than 8 feet(2438 ITIT11)shal I be permitted for opening protection. Panels shall be precut and attached to the framing surrounding the opening containing the product With the glazed opening. Panels shall be predrilled as required for the anchorage method and shall be secured with the attachment hardware provided. Attachments shall be designed to resist the component and cladding loads determined in accordance with either,Table 8301.2 (2)or ASCE 7, with the permanent corrosion-resistant attachment hardware provided and anchors permanently Installed on the building. Attachment In accordance with Table 8301,2.1.2 Is permitted for buildings with a mean roof eig of eet mm or less where the ultimate design wind speed, VLg, is 180 mph (290 kph)or MATCH MATCH less. EXIST. EXIST. MATCH 1:2 1:2 MATCH STRUCTURAL PANELSO'h TABLE R301.2.1.2 WINDE30RNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD d EXIST. — — _— — — — — — — — — -- EXIST. 1:2MATCH . ....... 12 FASTENER SPACING(inches),.b EXIST. Panel 4 feet c 15 feet FASTENER TYPE 1:2 span15 panel span pane(span ....... 4 feet 5 6 feet 15 6 feet No.8 wood screw based anchor with 2-Inch embedment 16 10 8 enoth ....... No.10 wood screw based anchor with 2-Inch embedment 16 12 9 TOP OF PLATE length '14-inch lag screw based anchor 16 16 i6 TOP OF MAT CH --- with 2-inch embedment leng WINDOW / DOOR [ EXIST. EXIST. EXIST. For S1 I Inch 25.4 mm,I foot 304.8 mm, I pound 4A43 N, NEW NEW NEW a-This to';e is based on 180 mph ultimate design wind speeds, V,,;k.and a 33-foot mean roof height + b.Fasteners shall be installed at opposing ends of the wood structural panel Fasteners shall be located not less than 1 inch from the edge of the panel C.Anchors s hall penetrate throe ugh t he exterior well cove r!n g with a n emb eclm e nt ten g1li of not less tha n 2 in ch es into the building frame.Fasteners shall be located not less than 21iz Inches from the edge of concrete latoO,or concrete. 1Z Maw, d.Panels attached to masonry or masonry!stucco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacil,4 of not less than 1,500 pounds. FIRST FLOOR APPROXIMATE GRADE NEW RAILIN6-----_'4' AS PER CODE —TO BE SELECTED NEW PECK EXIST. PECK TO REMAIN APPROXIMATE GRADE REAR ELEVATION SCALE: 1/4" = 1'-0" SEE FRONT ELEVATION FOR T`rFIOAL EXTERIOR FINISHES F r = T = 7 _ 1 I r T 7 -7-1 IL = JL = JL = j) I I IL JL JL J1 I IL JL JL J1 IF 1/2" MINIMUM PLYhOOP PANELS TO III T IF 11 1 11 IF - IFit I - 11 II 11 NOT EXCEED A 4' X a' DIMENSION i q 11 11 jj 1 11 11 11 L _ L — JL — ji I I IL - JL - JL -ji i iL JL — JL — ji I II IF IF IFIF Ir - Ir - L—_JL JL SEAM IL JL JL _ _ji I IL JL JL J 1 F T— if = 7F MATCH 1 11 11 IIDOOR OR NINVOYSI BII II II II II II 11 EHIND EXIST. L JL _1L — L JL I IF IF MATCH 1 II ....... . EXIST. L JL MATCH #5 X 4-1/2" 5CREY45 10" O.C. AT ALL IF IF PLYWOOD EVC7E5 F _ F _ EXIST. DIRECTLY INTO MOULDING 1:2II L L JI L POF PLAT E F — — — — — — — T — — — — — - -- 41db,. --------- TOPTOP OF --A�----—H++—f�-H--------- OPEN IN65 4'Xe ' TO 5'X5'MATCH OPEN IN65 4'X8' OR WINDOW / DOOR LF-55 -011 NEW NEY4 NEW RAILINC, AS PEP, COVE OFENIN(�7 FROTEC,71 \/E 1;)ETAILS SCALE: NONE Q I I ( —TO BE SELECTED I + 1Z co Z z FIRST FLOOR PLEASE BE ADVISED THE GOMPLIANGE GERTI F I GAT I ON 15 BASED ON APPROXIMATE GRADE i PLANS AND SOLELY FOR THE PURPOSE OF OBTAININO A BUILDING 7=== APPROXIMATE GRADE, PERMIT. IN ORDER TO GOVIPLY WITH TOWN OUIOELINES ADDITIONAL INSPEGTION5 AND TESTING MUST BE DONE TO OBTAIN A CERT IFIGATE OF OGGUFANGY ARCPROP05ED RENOVATION FOR ly THEODORE 4 ANNA BOUTZAL15 6-70 HOLDEN AVENUE CMHO&M,NY IM35 sr-ALE. AS NOTED '6�PPROVEP BY: DRAM By.RKRIC77HT 5 1 E;)E ELEVATION 50ALE: 1/4" 1 '-0" f PATE, 8-25-1-T REV15ED BY SEE FRONT ELEVATION FOR T)"FIGSL EXTERIOR FINISHES Robert J. Gruber Architect 416 Expre,55wag Drive, 50. Medford, N.Y. 11165 (631) 654-4q4q or REAR RIGHT SIDE ELEVATION5 PRA"ll,le NUME3ER, & OF -7 ISSUED FOR PERMIT Oct.1cf.11 REVISED II-Ocf.11 REVISED 02.21.18�" DETAILS JOBS #11_001;i TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF 5HINGLE5 TO MATCH EXISTING 15# FELT PAPER 1/2" GDX PLYWOOD 5HEATHING 2X ROOF RAFTERS AS PER PLANS 2X6 COLLAR TIES AT I6" O.G. 2X CEILING J015T AS PER PLANS MATCH EXIST. � 12 MATCH TYPICAL EXTERIOR WALL NEY4 EXIST. CONSTRUCTION: 2X12 PAD f2 MATCH CEDAR IMPRESSION 51DIN6 EXIST. 15# FELT PAPER 1/2" GDX PLYWOOD 5HEATHIN6 12 2X4 STUDS AT I6" O.G. (2) 2X4 TOP PLATE 4 NEW ATTIC ExIS . (1) 2X4 BOTTOM PLATE NEW ATTIC EXISTING ROOF (UNDER) TO REMAIN q 12 5/6" INTERIOR GYP BD TOP OF PLATE ----------- NEW 'TO? OF _ (2)2X8 HDR/ NEW WINDOH / DOOR NEW EXPANDED (2)2X8 FLUSH 1 MASTER MASTER PROVIDE HANGERS NEW WIG TYPICAL FLOOR AT EA JOIST / RAFTER i i NEW DECKING 4 CONSTRUCTION: BATH BEDROOM 1 TO MATCH EXISTING °? FINISHED FLOOR TO BE SELECTED NEW 2X6 P.T. LEDGER lz 5/6" GDX PLYWOOD 5HEATHING SECURED TO HOUSE W/ 1 FLOOR JOIST AS PER PLANS I/2" DIA. LAG BOLTS ® 16" O.G. STAGGERED I I FIRST FLOOR I APPROXIMATE GRADE CRAWL SPACE NEW (3)2X12 P.T. GIRDER z w (EXISTING TO REMAIN) m NEW 2X10 LEDGER z O w 1 �— NE � I I W 6X6 P.T. P05T SECURED TO HOUSEEd SECURED TO 12" DIA. NEW CRAWL SPACE W/ 1/2" DIA. m D I I 5ONOTUBE LAG BOLTS AT 16" O.G. 36" MIN. BELOW GRADE, TYPICAL FOUNDATION WALL 2" P.G. SLAB W✓ GLASS I VAPOR TYPICAL CONSTRUCT I ON: RETARDER (2) 2X6 SILL PLATE W/ 5/5" DIA. OVER WELL COMPACTED SOIL W/ ANCHOR BOLTS AT 35" O.G. ON 1/2" PERIMETER EXPAN510N JOINT 6 THICK P.G. WALL KEYED TO SECTION A— I6 WIDE X 8 DEEP FOOTING SCALE: I/4 - I O„ REBAR5 INSULATION SCHEDULE: FLOORS: R-Iq WALL5: R-15 + R-3 EXTERIOR FOAM FLAT CEILING: R-30 D � �nrn -A � Zzx ROOF 4” vi-R-111 I MASTER BATH KITCHEN I 2:: --------I----- MATCH EXIST. 11 1/2" I 1 i i :: 1 1 1/2" 1 12 � :; r 1/2" r TYPICAL ROOF CONSTRUCTION: - NEW NEW W LAV. LAV. i i SINK 1� r ASPHALT ROOF SHINGLES TO MATCH EXI5TIN6 2X12 PAD '2XI2 PAD i 1 i D•W 15# FELT PAPER EXISTING 1/2" GDX PLYWOOD 5HEATHING ROOF TO REMAIN EXIST. IST FLOOR I I I/2" 5Hd R 2X ROOF RAFTERS AS PER PLANS 2X6 COLLAR TIES AT 16" O.G. 12 C.O. " 2X CEILING JOIST A5 PER PLANS EXIST. ATTIC 3=x15T. qI I/2 .3 I I/2 NEW NEN ATTIC 2X10 HIP 4:: 4° 12- (EXI5TING TO REMAIN) 12 GRADE BASEMENT TOP OF PLATT= TOP OF ------ NEWy 4n WINDOW / DOOR (2)2X12 HDR z -—-—-—-—-— EXI5T. HDR EXIST. FLUSH BEAM EXIST. HDR Q TYPICAL EXTERIOR WALL 2X6 CEILING JOIST TO REMAIN TO REMAIN TO REMAIN A .; C.O. CONSTRUCTION: AT 16" O.G. `�" 4.. TO APTI SANITARY CEDAR IMPRESSION SIDING REMOVE ' 4 15# FELT PAPER NEW PORTION OF LIVING ROOM a� EXIST. ROOF 1/2:: GDX PLYWOOD 5HEATHING SCREENED PORCH 2X4 STUDS AT ib" O.G. AS REQ. (EXISTING TO REMAIN) (UNCONDITIONED) (2) 2X4 TOP PLATE 4 I I I FLUMB I I `�� RISER D TO REMAIN EXIST. FLOOR (I) 2X4 BOTTOM PLATE EXIST. DECKING FRAMING 5/6" INTERIOR GYP BD d FRAMING I SCALE: NONE FIRST FLOOR TO REMAIN 000000000000 00000 --- NEW (3)2X12 P.T. GIRDER �d CRAWL 5PACE NEW 6X6 P.T. POST (EXI5TING TO REMAIN) APPROXIMATE GRADE SECURED TO 12" DIA. BASEMENT 5ONO5E (UNFINI5HED) PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GAT I ON 15 BASED ON 36" MIN. BELOW GRADE, (EXISTING TO REMAIN) TYPICAL PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BU I LD I NC APPROXIMATE GRADE PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITION,4L 1 I NSPEGTI ONS AND TE5T1 NG MUST BE DONE TO OBTAIN A GERT I F I GATE NEW RAILING z w 1 A5 PER CODE i i OF OGGUPANGY -TO BE SELECTED zD 1 I c I D Alkckx PROPOSED RENOVATION FOR ek9 . . G a� e, � �•� THEODORE $ ANNA BOUTZAL I S '�I �� 6NU '10 HOLDEN AVEE GUTGH06UE NY 11435 C-7 I O I `� SCALE: i/4"= I'-O" k ,r � SCALE. AS NOTED APPROVED BY: DRAWN BY:RK v'a DATE. 6-2rJ-17 REVI5ED BY : Robert J. Gruber - Architect 4.76 Expre55way Drive 5o. Medford N.Y. 11163 (631) 654-4a4l •j4��._ SECTION A-A, B-B � ISSUED FOR PERMIT Oq.lci.l-1 / REVISED II.01.I-1 / REVISED 02.27.18 PLUMBING RISER DIAGRAM -moo #17-cad . . q,�, j ff�cr I-------.-- - I - I .I ______ _ _ . . 1 I GENERAL NOTES: Table 3.1 Nailing Schedule — HEADER ANCHORAGE DETAIL ytx/K I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL 2015 WFCM Table 3tg1� fFafter/'Ceiling Joist Heel loin! Corrneotian Regtrirernentc _ _ _ — RESIDENTIAL GORE FOR ONE AND TWO FAMILY DWELLINGS, 2015 EDITION. Numb!roi nlurnbercr ;P,2.=_.rriptivp�.It rnOti`..c}nT,,',•h'l�)J UD TO BAND JOIST TO STUD DETAIL (INSTALL 16" O.G.) 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY AGGEPTED GOOD PRACTICE IN THE APPLICABLE TRADES, j0irt0!scripNon __T Common Nai!; ?o:+Nnil s NiiiSpmcir,g ik 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR FIC-OF FRAMING Rovd Live Loar1 !;round SnD'sv 1c,adCUT COMMENDING CONSTRUCTION FIELD VERIFIED DIM5NSIONS SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY Rafter to TopPl!.te !Tae-nailed T;;e kLA' r-.T;n'-3 dpi k , 2 ___ _ 3Rpaf SOpsf- —70 P-0 LENGTH ` Use every other Hall hole In a rOw t0 °• ^' e Roof Span(ftJ rovide the code-re uired minimum {_ilinEl ssttOTopPlate i'r0E-neiledl ('. T e3.-. i-eeT:5.3 dei pe jri 16" p ARCHITECT OF CONFLICTS. r_ilinglo,sttnPnrall�l Reit r Ica1e-neilydl jr"T._ 3.?C;: r,_••T:143 cLl e_r•• -p. 1Z ?.1 -a6 12 2tT3E 12 ?4 36 12 Ott 36 4. ALL CONCRETE SHALL BE MINIMUM FG= 3,000 P51 STRENGTH AT 28 DAY TEST. {eirngjeis.l.apsnwerPartfti,cn, (Fece-nailed) I_-eT;;e3.Rs> !seat;Se3 C:a1 !;c`;P - --- - — _--___-- MIN, Center-tO-Center spacing for nails {oDar Tie to R,erter (sore-oaite•j) (!ea T:o'e 3 61 "T ',t!5 6 "e-tie Rafter' ,-j". (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE yLABS SHALL BE MINIMUM FG= 8,500 PSI STRENGTH AT 28 DAY 9jcrkin t sifter e-n!i1!dl Is-- Rafter 51cPe + BeTuired Number of 16d f-csmnlpn nr 40d Box Nails per FfeEl loin[Cannettion"' _ � ,� �.z TE5T.) 6 fl• z•%2 c""16; c end Spa,ang(in.) s n - - SIrm90ardtoReiter nd-neiled! :•; 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L.S. PER I` z 1 ire end T USE "SIMPSON" G520 13 5 ! 1` L5TA21 o M�,, �,, v le!°�� L , ri,_'7 �� t4ALLFP.Ah11f•],s L2 -. � 3 F R 5 , � 0 0 "' -��""'°°� _ P �� / It n S.P. 16 4 10 4 g 12 6 12 17 8 15 ?:, LSTA21 6. ALL PLUMBING SHALL BE IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE. AND LOCAL CODES. TopPlateto Intprgte (FacITsce-dl d-JA ' z-16d p! iso' 3'i2 0 \ Top Ptaiesattntersectirms -neilnaledl d-1%,c 5-1E^ 1013 -_zo'. ce 19.2 4 �' 1= 5 1a I� 7 14 24 9 IF 0 CLEAR �\- I 1/411x20 6AC-"E 1. ELEGTRIGAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. stA to stud iFam-nail ed Z4 5 1LI L5 E Lc' Is 9 1r 26 1Z 7_; 34 o 0 ° n SPAN ,![23: G�L�/. COIL STRAP lteadertoHeader Fece-neiledl =='-1'c 2.1F= 240.1. 7 8. ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb-8-75 P.5.1. UNLESS OTHERWISE NOTED. I 15d 1�5c 16•o.1-;!c,-red=e: t 4 F. 3 5 7 4 7 1':, 5 9 13 ��- ,-� � -.;' w/ (�)-IOd COMMON E 2 2"x6" UNLESS OTHERWISE NOTED. sop at Bottom Plat._to stud (End-nail!d1 , -T;I,e s 5q;. se!Table 3 5.51 Pe^ 4:12 16 3 5 6 3 6 9 5 9 1= 6 L2 17 o D \ NAILS EACH END 'I- ALL STRUCTURAL HEADERS TOB ( ) se r 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. svitomPlate toFloor ic•ist,Baritodjc.!st • ,-tsc'= N 34° 55 ' 4-0" W TYPIGAL FOUNDATION NOTES: I. ALL FOUNDATION MALLS TO BE +/- -I'-6" HIGH, LEGEND 4. 24' 8" THICK POURED CONCRETE KEYED TO A S 47"04' 40" ,�/ N 16" WIDE X 8" DEEP FOOTING WITH V V (3) #5 REBAR. UNLESS NOTED OTHERWISE 5TRUGTURAL MEMBER 9 . 132. THE BOTTOM OF ALL FOOTINGS, PIERS a 97 '3� SONOTUBE5 TO BE 36" BELOW GRADE JOIST OR RAFTER FRAMING pENOTE5 HOLD DOWN5- 3 / 42' -- �� N SHT. #1 -PROVIDE HOLD DOHN5 AT -T SEE 5HEAR WALL SEGMENT DETAILS ON N X SECTION MARK •--^' "'T LOCATIONS NOTED _.... 2-STORY AREAS PROVIDE AT IST � X LO I �_ 23'_g�� I 2ND FLOORS AS PER t- - SHEAR WALL SEGMENT DETAILS ON SHT. #I 7 7'-10 41-0" 4. FIRST FLOOR DECK TO BE INSTALLED C� FROVIDE 6" WIDE PRIOR TO dAGKFILLING E.`C15TING FOUNDATION NEW (3) 2X6 +/- 8'-�1" X 4" DEEP PAD AT WALL TO REMAIN _ _ _ _ _ _ _ _ - SEE PLANS FOR SIZE P.T.GIRDER - - - - - - - - - _ BOTTOM OF STAIR 5. PROVIDE CRUSH BLOCK AT ALL POINT LOADS FIELD VERIFY ON FOUNDATION WALL 6X6 P.T. F05T I (�" 7'-3" 8'-3" " EXACT LOCATION ANCHORED TO 1 -�_ - -- - - 12" DIA. SONOIUBE _ K� � � I - 6. ALL CONCRETE EXPOSED TO HEATHER 15 TO u.l x _ v LIME OF STAIR BE 3,500 PSI AIR ENTRAINED -t----..�. STANDARD 36" MIN BELOW � I z ry F= �, O I-�--�- PLATFORir1 FOUNDATION WALL GRADE, TYP. I `r I 0- I - - - - - SEE PLANS FOR SIZE LINE OF SCREENED PORCH ABOVE - LINE OF DECK ABOVE - - - - -- - - -- - . I- - - - -- --- - -- -- - -- - - -- - --- - - - - PIGAL FLU5f-I BEAM NOTES: MEN l+ NEW (3)2X12 F.T. CARDER NEW (3)2XI2 F.T. GIRDER - NEW (3)2X12 P.T. GIRDER - P.T. G3RDER _._ _ __-__ __ -_ _ __-__ _ ___ _ _.--____ _ ___.-___ _- _ - I 1. ALL JOIST INTERSEGTING FLUSH BEAMS ARE TO TOP OF I- - _ II HAVE SIMF50N STRONG TIE CONNECTORS U - - - - --1-1- - - - - --Li - -t I- - - U_ - --- - ---- - ---C.] --- - -- - �------I�- ---- - - -- - - U - I °' FOUNDATION WALL EXIST. F05T 4 GIP.DER TO REMAIN, TYP. EXIST. FOST 4 GIRDER TO REMAIN, TYP. _ _ TO BE HELD AT GRADE � 2. ALL FLUSH BEAMS TO HAVE SIMPSON STRONG TIE CONNECTORS AT EACH END �,L t vz o � v ` a O Q K O O W NEW 2X10 LEDGER Z w NOTES: Q I x z ' x > I m x (Y SECURED TO HOUSE v v t- yry%J- W/ 1/2" VIA. zYO p I - 1 . EXISTING I �t m Q x Q - ua t� v LL' o ° LAG BOLTS AT 16" O.G. U W tl NONCONFORMING I) ry z Iu p F� ^' lot u 0 p l R-40 ZONE I m I II Z -I ry N x- 5'-0" 5'-a" I / z 2. SIDE YARD SETBACK � I � O I z STAGGER FASTENERS u N� IN z Rows MUST HAVE AN - -- ----- I - - - v II Q - 0 - (J 5.5"MIN.FOR 2 X 8' DISTANCE SHALL BE PERMITTED TO m AGGREGATE OF 35'-0" - ------_______-__ _--_ -___.__.-_-_-__-__-____ __-_ _-__ - - - -' 5.,MAX 6 5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS _ 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS 0 I I - 10'-0" 5 = -2X6 LEDGER SECURED ��- REDUCED TO THAT OF LAG SCREWS 4 TO HOUSE W/ 1/2" DIA. I U) _R TO ATTACH 2 X 8 LEDGERS TO 2 X 8 NEW 16X24 K b -• 1' t { Q IMIN. I BAND JOISTS. (� GRAWLSPAGE LAG BOLTS AT 16" O.G. (� LEDGER F- i - v EX 1ST. AGGE55 z �� tL ® p m I STAGGERED II 2° LAG SCREW OR BOLT I 3/4"MIN. o UNF II NSHED - - _ 0 I BASEMENT - ---- - - - - - -- --- ------ ---- - I FnrST:1 inch=25.4tnm. FIGURE R507.2.1(1) IN p TO REMAIN /i 5-0 I PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXIST, X �+�ST�\ -NEW GR>�WL 5FAC,,E vl$ t� o I d 2 P.G. SLAB W/ GLASSi I tt ( W I X ACCESS ��QO VAPOR RETARDER OVIEZ ------ -- TO REMAIN - �- WELL COMPACTED 5010 ;^J/ I/2" ,-""-:- II - ------ SHEATHING PERIMETER EXPANSION JOINT SIDING NOTE: Q_ L � THIS DETAIL IS APPLICABLE / -- U I WHERE FLOOR JOISTS ARE FLASHING FOR NOTA: L L ";- _ ---- - --------------------- ( 1 PARALLEL TO DECK JOISTS. WATER TIGHTNESS `- 110 I� I I DOUBLE CER K TG OR ISLAND �T t - - - 1i I I ( DECKING 0 I I r;77 7-� I I APPROVED JOIST HANGERS f EXISTING I I o _�' > I (" °j'I- 2x10 FLOOR JOIST I 2"MIN. 2x LEDGER WITH FASTENERS b � EXIST. C@ 16 O.G. IN ACCORDANCE WITH TABLE R507.2 ---- �- I I GRAWLSPAGE - :, - - ' ;:' l TO REMAIN I -- -- -- ----HOLD-DOWN DEVICE MIN 750 Lg.CAPACITY TO REMAIN / ? �� " 8 FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED E 15�. I 4 l I I t I ALONG DECK AND ONE WITHIN 2h•'OF EACH �_ EXIST. I I __ END OF THE LEDGER.HOLD-DOWN DEVICES EXIST. GIRDER TO REMAIL I p + I n I I SHALL FULLY ENGAGE DECK JOIST PER - -Q- - -- --- - --- - - - -- �! I ry GRANL5FAGE I HOLD-DOWN MANUFACTURER. 0 I -- .._ .-i ... ! -1 - I -�� X z TO REMAIN I ( I I 3 � 1 �� ^ p Q1 EXIST. I I SCREW PREDRILLED W!MIN.3"PENETRATION _ _ ry I A FULLY THREADED /a DIAMETER LAG 40 z V � u' I t-: ACCESS ALL = AL NEW / EXIST. t O I I TO CENTER OF TOP PLATE,STUDS,OR HEADER. EXISTING X O TO REMAIN SUB FLOOR5 TO V w-j- p� 2X10@ 6" O.C.OIB" w r- ALIGN, TYP, I PLACEMENT OF LAG CREWS AND BOLTS IN BAND JOISTS -_-__-`\ Q I p C� F) NEW I I� • O I / TO REMAIN %, ' I ' � :y� t x EXIST. _ I ,.'.:I NEW GRAM @ 16° O.G. � uI / � / L I � I r 1 JLI UNF I NSHED %: 5PAGE - '� 0 BASEMENT L /J 2X6 LEDGER SECURED I \ nn I 2' P.G. SLAB W/ TO HOUSE W/ 1/2" DIA. 0�) TO REMAIN �4 GLASS I VAPOR LAG BOLTS AT 16" O.G. 1 ------ --- ------- - - PATCH / REPAIR r 5TA66ERED I --- ----- - - ------ - ------- WELL COMPACRETARDER TED �-"' Q - - - - --- SLAB AS REO. + I I I SOIL W/ 1/2" I II 11 MEW 3 1/2" DIA. PERIMETER NEW 16X24 59 30 o EX15T. --- _ -"I \ ' I STL. COLUMN ON ;�.;• EXPANSION JOINT GRAWLSPAGE S3g V z - ----- ---- 30"x30"x12" DEEP �.- %� ACCESS \` UNEXCAVATED ---_- F.G. FOOTING W/ L!>I_ '�:1 ANCHOR NEW - --- - - -- t rL u s�-t I : I NEW BEAM AS TO REMAIN --- - - I 1 , �D (3) #5 REBARS 4 FOUNDATION WALL _ _ _ _ NOTED ON PLAN Y'l0 TO EXISTING W/ 1 EA, WAY ul I I I 4"x8"x3/�" STEEL PLATE WELDED SEE DETAIL r #5 REBAR AT v ( TO STEEL COLUMN AND FA5TENE-D ,_• ,,�„ �� SITE I �� x � /�./2, TYPICAL + I 12,Y"PD.G. VERTICAL, �� ` ` w/ (4))/;2" LAG BOLTS TO WOOD I�� I s 3 BEAM AS NOTED ON PLANS SCALE: 1"=20'-0" -----�--�- -.---- ..-- - -- -- --- - �--- 6x6 x/8 STEEL PLATE WELDED 3 1/2 DIA. EXIST. EXIST. WINDOW - 15'-8 I/2" TO STEEL COLU1114 STEEL COLUMN 1.0RE WINDOW 1/2" HOOKED ANCHOR BOLTS T'O REMAIN �I�/`� L - - - - - - - - - - - - - - -r I 1-4/ END-NUT & OVER SIZED Z O N I N C� C�U L. T I O N S TOWN OF SOUTHOLD ' ' • �1\ WASHER5 s -p GK - - - - - -- - - _ _ __ _ _ 4 P. GONG. SLAB 5.0.T.M. # 100-110-5-20 ZONE: R-40 (NON CONFORMING) - ON'YP p 5E� 7Q \ 30"x30"x12" P. GONG. w/ 6x6 10/10 HAM L1`�B OFF \- 16" X 8" VENT W/ NOTA: FOOTING w/ (3) #4 REBAR E.H. ITEM: EXISTING PROPOSED REQUIRED GOP�fMENTS INSECT SCREEN, - -� STEP FOOTING 2:1 PATIO FRONT: 40.5' +/- 35.1' 40.0' MIN. VARIANCE REO. - 24" MAX STEP DOWN TYF, MAINTAIN 6" MIN. FROM (1) SIDE: 21.�i' +/- 16.6' 15.0' MIN. (16.0' 5HOWN) GOMPL_IE5 TYPICAL TOP OF NEW FOUNDATION WALL 4 a TOTAL SIDE: 41.5 +/- 35.1 35.0 MIN. COMPLIES I/2" TO FINISHED GRADE o d a d FEAR: 146.8' +/- 136.4' 50.0' MIN. COMPLIES _ e LOT AREA 50. FT.: 22,511 S.F. TO REMAIN 20,000 S.F. TO GOMFL_IE5 0.51 ACRES 31,111 5.F. I d a LOT COVERAGE: 11% (2,117 S.F.) 10.695 (2,400 S.F.) 20% MAXIMUM COMPLIES I�' a HEIGHT: +/- 20'-O" +/- 21'-0" 35'-O" MAX COMPLIES �'_ ° -�a-•_:° ° AREA CALCULATIONS: ° a J:i 3n m EXISTING AREAS FROP05ED AREAS FIRST FLOOR! 1,421 S.F. FIRST FLOOR: 1,675 S.F. 30:: FRONT STOOP: 15 S.F. SCREENED PORCH: 251 S.F. �0LU1�N DETAIL REAR DECK: 753 S.F. FRONT PORCH: TO REMAIN ��N��-� ON I ��}� SCALE: I'-I O REAR DECK: 451 S.F. I 'e.� I --- _ SCALE: 1/4"=1'-O" PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NC A BU I LD I NC PERMIT. IN ORDER TO COMPLY 1,11 TH TOWN GUI DELI NES ADDITIONAL NSPECTIONS AND TESTING MUST BE DONE TO OBTAIN A CERTIFIGATE OF OCGUPANGY PROPOSED RENOVATION FOR THEODORE $ ANNA f30UTZAL I S &10 HOLDEN AVENUE GUTGH000E NY IIg3D - SCALE: AS NOTED APPROVED BY. DRA-aj F3Y: RK it' i•. 73 _ v } � DATE: 3-25-I i REVISED BY Robert J. Or u er� � Ar rhitect � 4-16 Ex re551 is Drive 5o1. Medford, 1�.Y. 11163 (631) 654-4g4l °Fv FOUNDATION PLAN SITE PLAN DP G T� - .. w.�: . . - L 2 OF t ISSUED FOR PERMIT O�.Iq.l7 DETAILS JOB: #17-OBci LEGEND STRUCTURAL MEMBER SOLID WOOD POST A 7 NEW -T -r- r- JOIST OR RAFTER PATIO BELOW NEW RAILINGS FRAMING I EXACT SIZE T.B.D. A5 FE'R CODE X 24'-8" 10'-a" I a - --- SECTION MARY. EXHAUST FAN Ld - 50 CFM MIN. AS PER IBC 201 I - - -- - - _ CARBON MONOXIDEDN OGO DETECTOR I (2) 36" X 60" (2) 36" X 60" " DN SCREENING O 3 6 SCREENING 5 ENI N G 0 5D SMOKE DETECTOR BY OTHERS BY OTHERS B TH R5 I (2) 2X12 HbR (2) 2X12 HDR (2) 2X12 HDR a('-?(" FLAT CEILING DECK �,f�• SEE PLANS FOR HEIGHT vfj z N p (EXISTING 1� m NEW � w G a REDUCED) �� -- / I SLOPED CEILIN SCREENED PORCH � �' � o � " � T� EXIST. WALL TO REMAIN p N (UNCONDITIONED) O T 0 0 EXISTING Z�� +/- 8'—O" cXHOT TUB v " ------------� NEW WALL TO REMAIN G.H. , NEW / EXIST. INTERIOR d BEARING WALL (BW) I — EXIST. POOR EXIST. EXIST. DOOR. NOTE: 15T FLOOR PLATE HE I CHT UNLESS TO FJ---MAIN REMAIN TO REMAIN TO REMAIN GWI35 �L I I --- --- -- --- ------ _ V EXIST. HDR EXIST. MDR EXIST. HDR �!i'r(2 2X6 HIR NOTE: I NOTED OTHERWISE: ALL NEW / E.`CISTIIJG TO REMAIN TO REMAIN TO REMAIN Ul_ — _ I SINK 1 L_ �� SUB FLOORS TO ALIGNILI IN m ' DW I-1 I J U'I TYIPIGAL FLUSH BEAM NOTES: II�z 0 Z_ � _ �t X EXIST. ;t-CEILING JOI57 I WINDOW < I. ALL JOIST INTERSEGTING FLUSH BEAMS ARE TO IQ z V Z +/_ ?�_�,' m X J AT 16" O.G I TO PEMAIN _ } HAVE 5IMF50N 5TRON0 TIE CONNECTORS Q .„ - = __ _ ----\ ---- ,, ib'-"1" q I (2) 1 3/4 X 1 1/4 LVL FLU5H �l�T• DR ,-- U�I 2. ALL FLUSH BEAMS TO HAVE 51MP50N STRONG TIE IY Y TO.,REMAIN -- -- „ 11 Iu � w � t I _,� I-7 l g.0 O GONINEGTORS AT EACH END I _- —' -- DN z I CBNERAL NOTES_ 3/4" PLYWOOD SUB FLOOR -- - - ----- - - -- - - - - - --- - --- - - - RANGE 1 0 0 J �s _ I EXIST. FLUSH BEAM - EXPAND D s OVEN E,�C15T. DOOR ---- L-L W BEDROOM WINDOWS TO .ONFORM VIITH EGP�E55 FLUSH BEAM A5 FER PLANS TO REMAIN t KITCHEN IOU _ _ TO REMAIN ;�C REG-ULATION5 OF R310 +/- 8 ITIC14 R505.6 5TAIR5,A ANINGI5ARAILS d GUARDS A5 PER O O OATH ----- _ --- EXIST. HDR-- L _ - f 1 (EXISTING I TO REMAIN _ __ F13REBLOGKING R602.8 I 11 4 R512 EXISTING , J TO REMAII.1) - ------- I LI\/IN6 ROOM O CEILING JOIST' B I/a° __ � �- ?�„0�� 1 DR.AFT5TOPPIIJG R502.12 X :t TO REMAIN I tti FLOOR DIAPHRAGM BRACING PER WFGM PROVIDE JOIST HANGER AT (EXISTII lG TO REMAIN) N Ul - EACH INTERSECTING JOIST I �� t �a� <o I Z 0 z r; NEW n I ALL WORK TO GOMPLY 1141TH 2015 IBC EGGG 0 s 0 Q' I I' ALL SOLAR WORK TO GOMPLY WITH 8324 -- - - ` -- X;v t WIG 1 +/- e-o (2) 2X6 HDR -------- - ' _� N ; SMOKE G02 DETECTOR NOTES: 0 0 z C.H. i\ EXIST. POOR >' 0 X O , „ (T11 I 6� c0 ( z O Q ALL SHELVING HDR u� t- to I— +/- 8-O —I-1 (2) 2X6 ll� EXIST. FIREh),A,GE I- O RODS DN'' TO REMAIN G'H' +I� . I H SMOf.E DETECTORS w/ BATTERY BACK-UP IN: _ uu�� VERIFY OR PROVIDE HARD WIRED 5/6 INTERIOR GYP BD TO REMAIN N z t ARE A5 PER _ _ _ REFINISH u1 _ O OWNER, TYPICAL II 1 -- 5D GO I. EACH SLEEPING ROOM 3 I/2 : TA 1 AS PER OWN1'R V z EXISTING_ Q Z \,�`-1i z I x VFLUSH 2. WITHIN 15'=0" OF EACH BEDROOM U.1< �GEILING J015T � �- pSTEXISTING ,� U) NEW 2X6 'p I TO REMAIN CEILING J015T J G.J. AT N (GENERALLY THE HALLWAY OR GALLERY) SCALE: I"= I'-O" F-z 1 z EXIST. HDR� TO REMAIN LL 'I I I6" O.G. IX O EXIST. "DR y O EX15T. HDR - TO REMAIN_ ��i oP N I 3. THE TOP AND BOTTOM OF EVERY STAIR ua a F- TO REt--AIN u1 IL t- TO REMAIN 11'-6 1/2" -1 : 4'-q 1/2" o -- ---- --- -----� - 0 I HANDRAIL NOTE: EXFAN o�- T�+' SU 5D DED n n MASTER = 'i' - HANDRAILS TO BE 36 ABOVE DECK k STAIR I T i, ,�. F L1v X I 4 '\o s� ��, �L�' �, o BEDROOM (v Nos1NGs, REQUIRED GUARDS ON OPEN SIDES OF Np ' y 11� 4 9�`oP STAIRWAYS 4 DECKS SHALL NOT ALLOW THE q I EXIST. HDR \N� '�0 Ib'-3 1/2" m I PASSAGE OF A 4" SPHERE- OR MORE IN DIAMETER. TO REMAIN BEDROOM #1 BEDROOM #2 - SEE R-315.1 4 R-316.2 OF THE RESIDENTIAL GODS _ _ _ Ulu) (EXISTING TO RE��IAIN) (EXISTING TO REMAIN) m q I FFW OF NEW YORK (a -- -- ----- EXIST. WINDOW EXI5T. DOOR TO REMAIN TO REMAIN RELOCATE A I" X � WINIDOW NOTES: z DN +/- 8'-(0" --� G.H. EXIST. N ELEC. METER I. WINDOWS WITHIN 18" VERTICAL OF ANY SUB I EXIST. STOOP -- _ G.M. z 0 z --- _ ___ _ FLOOR, TUB / SHOWER, OR WITHIN 24" HORIZONTAL -- - - TO REMAIN Q Q d - ---WG- _-_ -- (2 2X6 OF ANY DOOR SWING ARE TO BE TEMFERED BENCH LAV LAV H ---- ----- 51 POWER ; I 5 AND ANDERSEN 00FRIES UNLESS NOT1=D OTR I;�Oopls �_Ri^IISE Xp XO w0 �4 tti ---- EXIST. HDR EXIST. ~ 1- EXIST. HDR `. N r 3. WINDOWS WITHIN 4'-0" OF CORNERS SHALL MEET TO REMAIN __ _ J� TO REh1AI�4, NEWin OR EXCEED DESIGN PRESSURE RATING OF 30 Lu�, Z Ib/5.F. ALL OTHER WINDOWS SHALL MEET OR EXIST. WINDOW EXIST. WINDOW: MA5TER 5/A&H EXCEED DESIGN PRESSURE RATING OF 25 Ib/5.F. TO REMAIN TO REMA IN (2) 2X8 HDR r� 4. CONTRACTOR 15 TO VERIFY ALL WINDOW MODEL - p SETBACKF NUMBERS PRIOR TO FUFZCHA5E OR INSTALLATION LINE OF fP�'ONT YAC AREA CALCULATIONS: EXISTING AREAS 8'-b I/2" FIRST FLOOR: 1,421 S.F. INSUL-ATION SGHEDULE: _ FLOORS: R-IQ I WALLS): R-15 + R-3 EXTERIOR FOAM 11'-O I/2" FRONT 5TOOF: FLAT CEILING: R-30 REAR DECK: X53 S.F. i PROP05ED AREAS FIRST FLOOR: 1,675 S.F. T 17 5GREENEP FORGH: 251 S.F. FRONT FORGH: TO REMAIN REAR DECK: 451 S.F. RST FLOOR C___,0NS_ TRUGT 1 ON FLAN 1 SCALE: 1/4"=I'-O" PLEASE BE ADV15ED THE GOMPLIANGE GERTIFIGATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NO A BU I LD I NO PERMIT. IN ORDER TO GOMPLY WITH TOWN CUIDE-LINES ADDITIONAL INSPECTIONS AND TESTINO MUST BE DONE TO OBTAIN A GERTIFIGATE OF OGGUPANGY FROPOSED RENOVATION FOR THEODORE 4 ANNA BOUTZAL 15 610 HOLDEN AVENUE GUTGHOGUE W IIg35 JC �� APPROVED BYl �G SCALE AS NOTED m'Am By, RK DATE 8-25-17 REVISED BY . Robert J. Gruber - Architect 4-16 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-4g4q FIRST FLOOR GCN5TRUGTI0N PLAN 155UED FOR PERMIT 01,11.17 - DETAIL JoB' #17-081 RAFTER TO RIDGE DETAIL ( INSTALL @ 16" ON GENTER LEGEND BEAM AND STRAP —" 16" MIN. STRUCTURAL MEMBER SOLID WOOD POST i P A P°°P/ JOIST OR RAFTER STRAPPING w/ STANDARD�I DGE_ FRAMING I 4 8d NAILS 7 USE "SIMPSON" 0520 COIL STRAP I FULL 1^110TH @ EA. END @ R.R. ca EACH RAFTER 16" D.G. x I I 2"x 91-Or I i 1 x ""' SECTION MARK I BEAM AND IIIIII IIiIItI IIII I 161, MIN. STRAP D G TE5 AREA OF:: EXISTING ROOF UNDER DIA. INTO ROOF PECK FOR 5TRAPPINC, INSTL. �e o EXIST. OR NEh1 NEVI R.R. SET w/ i I I I ' i I I/" R.R. BELOW 4 IOd I� ;I I ' NAILING EQUIPMENTS FOR ASPHALT CATHEDRAL CEILING NOTE. I I I I ' I -- -----•----------------- USE "SIMPSON' L55U21 HANGER o " ROOF SHINNEE TIAL CODE OF NEW YORK STATE" TOE NAILS I I I NOTED CONT. BLOGKING EACH RAFTER 16 O.G. - SECTION - Ra05 (REQUIREMENT FOR ROOF COVERING) SPIKED TO R.R.'s -- j j I I I AL16N NEW d EX. 8105 2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES I i j R.R. A5 SHOWN ' SHALL BE GALVANIZED STEEL; STAINLESS STEEL, ALUMINUM I I I OR COFFER ROOFING NAILS, MINIMUM 12 GAGE [0.105 PLAN VIEW I ' ' RAFTER TO WALL DETAIL INGH(2.6-1 mm)) SHANK WITH A MINIMUM 3/8-INCH 01.5 mm) i — DIAMETER HEAD, A5TM F 166"1, OF A LENGTH TO PENETRATE INSTALL @ 16" ON CENTER THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH 01.1 mm) INTO THE ROOF SHEATHING. WHERE THE ROOF NOTE_ SIMILAR @ SHC-D' SIiEATHING 05 LESS THAN 3/4 INCH (11.1 mm) THICK, THE ROOF, R.R. IN LINE tifi x ua� �j FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. tY O �/ TOP PLATE TO STUD FASTENERS SHALL COMPLY WITH ASTM F 166'1. USE "SIMPSON" HIOS TIE \ / +% N e R105.2.6 ATTACHMENT, ASPHALT SHINGLES SHALL HAVE �/ - oy K u- I 0�� I o oo°° W/(8) 8d COMMON THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE iA w O I ° NAILS @ EACH RAFTER, MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT TOP PLATES BSTUDS SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS SCALE: NONE �� a°o THAN FOUR FASTENERS PER STRIPS SHINGLE OR TWO ea FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20:17-), SPECIAL METHODS OF FASTENING ARE REQUIRED. EXCEPTION: ASPHALT STRIP 5HI14SLES SHALL HAVE A MINIMUM OF SIX FA5TENEPS FER SHINGLE WHERE THE ROOF 15 IN ONE OF THE FOLLOWING CATEGORIES: J ' MATCH w NIEW 2X8 R.R. ,� 1' THE: BASIC WIND SFEED PER FIGURE R301.2(4) IS 110 '_? MATCH MATCH '`' p p •�— , --�- „', ;' EXIST. Z - AT 16' O.C. MILES PER HOUR (i-1-1 km/h) OR GF.EATER AND THE EXIST. EXIST. %`✓" PITCH z N -RQ' EAVE IS 20 FEET (6016 mm) OR HIGHER ABOVE FITGH PITCH v,<%' - - - GRADE. REMOVE NEW 2X6 G.T. -� -- - PORTION OF AT I6 O.G. 2. THE BASIC WIND SPEED PER FIGURE FZOI.2(4) 15 NSW v '✓`� NEW 2X8 R.R. MAiGH EXIST ROOF I. 2)2X8 ti NEW (2 2X8 %I -.-�-t , ,AT 16" O.G. EXIA`5T 120 MILES PER HOUR (Iq3 km/h) OR GREATER. AS REO. ROOF RAFTERS ROOF RAFTERS 3. SFEOIAL WIND ZONES PER FIGURE R301.2(4). Q 1 fi MATCH PIT GH AT 16" O.G. !/ -Ij ;Z• ,'•,, , ,% N -E ST• NEW 2X8 R.R. "t�105.2.'1.1 ICE PROTECTION IN ,°PEAS WHEP.E THE AVERAGE FITGH AT 16 O.G. �0 DAILY TEMPEP,ATURE IN JANUARY 15 25�F (-460) OR - y i Si - - -- --- - - - - -- -X - - -- - -- - -- - - - � �'„d' %p ,' Y Q' 69 � LESSOR WN-IEN TABLE R301.2(I) CRITERIA 50 DESIGNATES, is ✓v fi, • •\';.i O NEG TX6 AN ICE BARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A a 7^ iu AT 16" O.G. /CO eP SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL z y" •\ < fi{� 4d -' > .. (1! '� �e 0+ BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND S r Q �' W G✓ i FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES ,' p j' ti j +��0��4 /'I (610 mm) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. d z NU J` ��' �9i u'0 O EXIST. / R1o5.2.1.2 UNDERLAYMENT AND HIGH WIPlD,UNDERLAYME1lT O ;fi� e FITGH APPLIED IN AREAS SUBJECT TO HIC-H WINDS [GRATER THAN P��T lk W 4 ty tV z TO p� z % / /1 110 mph (I'1"ikrn/h) PER FIGURE P.301.2(4A SHALL BE APPLIED ;;\ :`, w - �t�` z REMAIN iL� � J Q / I WITH GORROS!N-RE515TANT FASTENERS IN ACCORDANCE �. Ul Z v , w F PJ ; Q I WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. O z O d ' D Y - Q 111 (} i FASTENERS ARE TO BE APPLIED ALOr,1G THE OVERLAP NOT W d�J j � w ��G ,/ j FARTHER /APART THAN 36 INCHES 014 mm) ON CENTER. d EXIST. R.R., v{Ci P' Gj \e / TO REMAIN `� (Y Z i' i" 8105.2.8 r -A5HIN6. FLASHING FOR AST'HALT SHINGLES 1 z EXIST. Q �S % i'•i i / ��j '', �� Q1 �:W SHALL O j- G MPLY WITH THIS SECTION. lJl V Il PITCH - - X TO i.;',;'..i . . EXIST.,R.R.r „ �` W Q -- ' ' ' y,, TO REMAIN {�� v) z �e �+ c>, v % ' ) R1052ASF AND SAP f LASHING BASO AND GAP fi �C REMAIN J y' ✓ / X :O �� FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH Y 'N _ i I i �� ,. UN �R MA F CTURER'SINSTALLATIONINSTRUCTIONS. � U "�' \' ,. �, (UNP ).' uj �Q i , , '', BASE ' -' i tX - ;' ,'j;' /'' FINISHING SHALL BE OF EITHER CORROSION-RESISTANT o Sj v �}-Q EXIST. }Z.R. --- %' ;' ;.., :,K iw ' ~ }��0'1 EXIST. RIDGE TO REMAIN, Q t z 1 / I METAL OF MINIMUM NOMINAL 0.01,1 INCH (0.483 mm) ~ M w THIGKNE55 OR MINERAL SURFACE ROLL ROOFING WEIGHING w [L X15T. - -- TO R1=AIN MATCH U MATCH PROVIDE 2X PAD AS REQ. /' I RI! FEET (3.'16 /m . EXIST. EXIST. z EXIST. RIDGE TO REMAIN, / ; X- / i % ,' ;/ A MINIMUM OF 77 POUNDS FE 100 5QUA k9 1-� FITGH [� 0-' .' 1 IT FITGH + W,0 ' % i ' i )GAP FLASHING SHALL BE CORROSION RE515TANT METAL w v fij� --- .�• , Q, N 0 1- t PROVIDE 2X PAD AS REQ. ' i / ' l �� '�' N v EXIST. fZ.R:" /,�/ ,1 OF MINIMUM NOMINAL 0.011-INCH (0.483mm) THIGKNE55. )( I- EXIIST. I� }`r� �� r� 'i / i NEW 2X6 N �� X ~ O �� O U O ' ✓ i i. TO-REMAIN' i / R105.2.f3.2 VALLEYS. VALLEYS LINIIJG5 SHALL BE w Q_ FIT'CH - , Ul �i �Q ��i4 1 � -- - i i 9S w a_I p- I. <j ' ' i INSTALLED IN ACCORDANCE WITH MANUFACTURER'S N V 0 O� ; G.T. Z ; •�` . ,.(. i. !S/bio i �; , UNDER)� �,•'i /I p INSTALLATION INSTRUCTIONS BEFORE AFFLYING SHINGLES, EXIST. X15:c ' b {-� �,`� X F A7:16" 0:�. z "<`� ; p iJEW,2XI� tZIDGE/ / / /' NEW 2X8 /RdQ�,RAt`ITERS �y+ 4? ' ' i x VALLEY LINING5 OF THE FOLLOWING TYFE5 SHALL BE FITGH 121DGE I---- �'JP W d - - e0 EXIST. EX15T. ✓li �= / ,NEN 2X6 i r� / ,NEW 2x/e5,',,,,, / ;� z T 16 O.G. FERMITT;ED: I-z IFI'TGH GRI0'ET �� ROOF.RP�FTERS ROOF RATERS. ; �, veli _ >� {� i;% ' i ' V 11 X O , x, / ,' i :M�AffGH i�/I I. FOR OPEN VALLEY (VALLEY LINING EXPOSED) . N v Ill RIDGE �' I �+ 0 AT 16";O.C. AT 16 O.G. :' v N 4 tL �O �p+�S ;'' i 1- 0 Ll; EXIST,.:''T MATCH LIMED WITH METAL, THE VALLEY LRIING^ SHALL BE I- '� TO REMAIN e' P,' S } i , t- / j i Y - \6U-* IV \ 1- -� - Y X i 0 Q > -' v `9; �hfi i i �; PITG(I! 1 AT LEAST 24 INCHES (610 mm) WIDE AND LINING {- ILI d �- y Q Ul .�• ' N z- w -t/ \i' .• / / , , / I EXIST. AND OF ANY OF THE CORROSION-RESISTANT . �e �� ` EXIST. N V X O �� ti % i /a �Z K,�;N ST' ,� ' ' / METALS IN TABLE 8105.2.8.2. PITCH X - {` ,< , '/ % ,'/ / 2. FOR OPEN VALLEYS,VALLEY LINING OF TWO PLIES 1ST. 0.1 0_ 11 {`S EXIST. R.R. ''P U O ' -[fid' /' %i /%I OF MINEP.AL SURFACE ROLL ROOFING, GOi1FLYING FITGH TO REMAIN -------- - WITH ASTM D 241, SHALL BE PERMITTED. THE tY �. / V% (�Y ,, I , ,A,' .,, I BOTTOM LAYER SHALL BE 18 INCHES (45"1 mm) AND EXIST. p� �fiHis V.X iL O ,ul ~ �;` `,v , , \ ' !�// % I THE: TOP LAYER A MINIMUM OF 36 INCHES (-114mm) ��• X F- ��` — i' -- -4PITGH �� O T (V c_ �, vx i;' Q i w a fi+� — - - TO i� �p �9' y v ✓ i Q- L ,�, �� 5. FOR CLOSED VALLEYS (VALLEY COVERED WITH 4i �e ,p S� fi w U. \ P / ,. .` ,' 5H1'NGI_ES), VALLEY LINING OF ONE PLY OF SMOOTH -- --n REMAIN \Q +Q z ,.' ti,\ �ryQ X ' '/ ,' ,' I ROLL ROOFING COMPLYING WITH ASTM D 224 TYPE ✓\ II OR TYPE III AND AT LEAST 36 INCHES (cN4 mm -__---- Z fi ' IL-' - ✓,, N y WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS I ANP 2 ABOVE SHALL BE PERMITTED. SPECIALTY NOTES: {�� z `[ �i, �v !�`� EXIST./ '' i i' / / UNDEFLAYMENT COMPLYING WITH ASTM D Iq7O MAY I. PROVIDE ICE i N v 1- `S ` _�! iPITGH / ;z 1�' 1/� � \ BE USED IN LIEU of THE LINING MATERIAL. - -- l R I I - I WATER SHIELD AS PER GORE ; I u� I - - \ '� �'�,I _ a o XO p �fiQ I\, NEW 2X6 MATCH - \ TABLE 8905.2.8.2 E/ �� I S T I I "'1� RO O 2. PROVIDE 60 MIL EPDM MEMBRANE INSTALLED ►- v' 16" EXIST. AT I6 O.G. FITGH \ VALLEY LINING MATERIAL AS PER MANUFA(,TUBER SPECIFICATIONS ON ALL I MINIMUM SCALE: I/8"=1'-O" ROOFS WITH A PITCH OF 3:12 OR LESS i I NEW 2X8 ti NEW 2X8 \ THICKNESS WEIGHT 3. PROVIDE GUTTERS AND LEADERS TO PREVENT ROOF RAFTERS ROOF RAFTERS MATERIAL (Inchon) GAGE (pounds) AT 16" O.G. AT 16" O.G. ANY RUNOFF DIRECTLY FROM ROOF TO GROUND -- ---- -- --- ------- -- -------- -- --- --- ' I COFFER — — I BELOW ALUMINUM O.D24 —-- ------�—�`------ --- -�--- - --- � � / STAINLESS STEE — ?_8 — ll GROSS HATC1 f _ / AREA O INDICATES NEW 5-5-- Q :p 5-5' 6ALVI STEELANIZED0.01,711 26 coated71no Gg0) y 6\ FRAMEOVER = ZING ALLOY 0.0:2-1 — I� io LE III - I I PAINTED TERNE — — 20 twu qR 05.2.5).3 CRICKETS AND SADDLES A CRICKET OR —�� FITGH SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY Q CHIMNEY GREATER THAN 30 INCHES (-162mm) WIDE. CRICKET FITGH OR SADDLE COVERING SHALL BE SHEET METAL OR OF TI-IC- A i IE -�-- A SAME MATERIAL AS THE ROOF COVERING. FITGH FITGH "'r -1 f'g05.2.6:.4 SWALL FLpS+iiNG• FLASHING AGAINST A -Q L FITGH VEP.TICA:L 51DEWALL SHALL BE THE STEP-FLASHING lU � METHOD. vC� U -- --_. --_� 8105.2.8:.5 OTHER FLA5HINC FLASHING AGAINST A VERTIGA:L FRONT WALL, AS WELL AS SOIL STACK,VENT lu ,� a 6--7 PLAN _� x I FIFE AND CHIMNEY FLASHING, SHALL BE APPLIED I I°� jam' �4 I\ AGGORPIING TO ASPHALT SHINGLE MANUFACTURER'S I I \ I / A SCALE: I/4"=I'-O" PRINTED INSTRIJGTIONS. ly PLEASE BE ADVISED THE COMPLIANCE GERTI F I GAT I ON 15 BASED ON �<<fi� a _ �-1 /� RIDGE '�� FITGH _ _ PLANS AND 50LELY FOR THE PURPOSE OF OBTAININO A BUILDINO FITCH PERMIT. IN ORDER TO COMPLY WITH TOWN OUIDELINES ADDITIONAL INSPECTIONS AND TESTI NO MUST BE DONE TO OBTAIN A GERTI F I GATE -1 OF OCCUPANCY '] �``' lu Q PROPOSED RENOVATION FOR - F'ITCH gti s. �, }-. THEODORE $ ANNA BOUTZAL I S J SCALE: AS NOTED APPROVED BY: DRAWN BY:RK 6-70 HOLDEN AVENUE GUTCHOGUE NY 11135 -- - DATF_: i3-2rJ-17 REVISED BY : ' a Robert J. Gruber -- Arc hitc;c t I N E� ROOF FLAN 476 Expre,55way Drive SO. Hedlord, N.Y. V h3 (631) 654-4g4q :: �, ,s SCALE: I/8 =1-O D r f R: PLAN ��. _ . ...s.�. . ,,.. ROOF FRAMING 4- DETAILS 155UED FOR PERMIT Ocl.11.1-7 T'1'fi I G�l� EXTERIOR FINISHES NEW RIDGE VENT - - TO MATCH EXISTING 1_ 1_ PROVIDE BLIND FLA5HIN6 AT ALL ROOF m MATCH MATCH EX15T. ROOF AND ROOF / WALL INTERSECTIONS MATCH EXIST. 12 EXIST. - 12 NEW ASPHALT ROOF SHINSLES 12 - TO MATCH EXISTING V NEW 5/4 X 6 FRIEZE BDEXIST. . MATCH MATCH - TO BE SELECTED 2 EXIST. I6 OZ STEP 4 GAP FLASHING — — ±•. — _ :_. — - — - — NEW 5/4 X 6 FASCIA - - TO MATCH EX15TINS -I TOP OF PLATE TOP OF _ ___ -----------.---�� MATCH WINDOW / DOOR EXIST, EXIST. EXIST. I I EXIST. I EXIST. I EXIST. EXIST. I NEW NEW EXIST. NEW VENTED VINYL SOFFIT I� I I EXIST. O - TO MATCH EXISTING d� ZZ) MEW GROWN MOULDING o - TO BE SELECTED NEW CEDAR IMPRESSION SIDING -TO BE SELECTED k,._FIRST FLOOD.--- i I NEW STONE VENEER ------ I I -TO BE SELECTED — APPROXIMATE GRADE NEW 5/4 X 4 WINDOW 4 DOOR CASING - - PAINTED FR.ONT ELE\1/ _l_ ION _ SCALE. I/4, 1'-0" MATCH EXIST. MATCH EXIST. 12 12 TOP OF PLATE TOP OF MATCH WINDOW % DOOR } a, — EXIST. 1=y , EXIST EXIST EXIST, O NEW RAILING -1 AS PER CODE # 1 `o -TO BE SELECTED } ------------- FIRST FLOOD. I PLEASE BE ADV I SED THE GOMPL I ANGE CERTIFICATION 15 BASED ON APPROXIMATE ORADE PLANS AND SOLELY FOR THE PURPOSE O= OBT,A I N I NCC A BU I LD I NO PERMIT. IN ORDER TO COMPLY 1lTH TONN GUIDELINES ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN ,A CERTIFICATE OF OGGUPANGY APPROXIMATE GRADE ---- �'� PROP05ED RENOVATION FOR THEODORE $ ANNA BOUTZAL I S QRS J. G,�, ; , a r' 670 HOLDEN AVE1�gJE GUTC,H000E NY 11935 APi�'RO`VED BY. LEFT SIDE ELEVATION 4 '' t�` SGALE� AS NOTED DR/tWN BYE R}� S�":.. _ SCALE: 1/4" - I'-O° �'� DATE 8-25-17 DEVISED BY SEE FRONT ELEVATION FOR T`rF I CAL. EXTERIOR FINISHES Robert ,...i. 6;rubor - /�r ch itcr t ` 416 Expre/55"cq Drive 5o. Medford, N.Y. 11163 (631) 654-4q4-q FRONT LEFT SIDE ELEVATIONS - ISSUED FOR PERMIT 01.I1.1"1 JODi #I7-ora R301.2.1.2 Protection of openings. Exteibr glEizlng in =Ings buated in vdridborne debris iegicil)S $hall be J)toteclecl from windboirre cjebri';, Glazed opeWhg rwolecynn forwDrIborne deWls shall meet the iejMemelAs ol-Me Lqtge R/lissHe Test of ASTI";i E 1000 and AS114E 1886 as niodirled In Sedlun 3O1.2.1,2A. GaragIk door gWzed ormning dection for WhWbNne dehis shall meet the itsquirenwns of -m sppll'ovecl In'lackedstAg standard of AP SUDASNIA 115, ExcPption: VVood structural pnnels WHh a Mianess of not less than Ow hwh (11 rnhy and a span of riot 111c a )re than 8 feet P43B mm)shall be p5miLted rof opening prokOhm I`Qnels *hall bF-' j)rIF,'GL1It and attached to the flarning Sur rourldinj the opening containing the produd wI111 the 01azwQqmnMj Pandy §WH be praclMled A, required for Me @nchorage methbd and bull he EncIured W if allmhmeN haulware provided. /UlachnieW shall he deslned to resist the cu-nigmen! and claddDy bads deter-indned In accordance With either Table R30*L2 (Q or ASCE 7001 Me permanent corroshwashMnI a0chment hoWmare provided ,arid ;:inclTors j:)ermanf-7�ntly 111MMIled on the building. AUachwInni In -a,,-cordince wKh Table R301.2.1,2 Is peunMed for IIIs with a nmen trofholhP of 45 rem 03, 728 nim)or less \ivhere the ultimate design wind speed, Vu>!, IF, 180 nigh (290 kph)of- MATCH t-IATrH less. EXIST. EAST. TABLE 8:301:2.1.2VVINDSORNE DEBRIS PROTECTION FASTENING ISCHEbUILE FOR WOOD EXIST 12 MATCH STRUCTURAL PANELS"- I,,f,d 12 . I EXIST; TCH 12FASTENER SUCIN (Inches), EXIST. rASTEMERTYPE 11 1? 4 fem. 6 feel i 12aw panel span panel swan 5 6 reef :511 fee t ef Wn.8 wood Sven b1sed Wor wRh 2-Inch snWmew I G 7 45 10 <<.-dsu oQd es based— 1with 2-M-h-mbolmen! 16 12 9 TOP OF PLATE �Q%h Ng Screw 1'and anchor TOP OF ,3 -1 With 24nch embedment Ieng!h -4�-HINDOH POOR 5T. EXI r=N NE I NEN NE11 EXIST. EXIST. Or S1 I NO�2"1 mm, I foot 3tI I We puhilar=9A47 Ws a Thk W N Wed on QD mp uume dnj wMd s"Al t',,,, a 3140 Awaa mAhelb.1 4 I'mormn AWMe MAO&awNrow"ent,510-wkd stwokeI FaMeners Anne hmied not Ass Man I hch ham Me edge or lite rmnel 0 Ap6ors s"O"Wmw P. Me exh"o,W co"ting MT o"We6now Ieng%of met Ass than 2 ImAn MW no bA&g fI Faslewts .-U-j t ;WMe hus"Oless Mu 2%Inds"onn 06 edge efcon arete block nr concteIIs d &W altachuHo masonry or mason1swo shaR b-Wached usy KroGyrusNMW anchys hn&g an 01mate WWWwal cg,ady M W Ins Pan 1100 rot-Ind, LP-5T FLOOR___ APPROXIMATE GRADE NEW RAILING------� AS PER COME — \ -TO BE SELECTED F-� APPROXIMATE GRADE W F-�EAR E L E V A IF1 ON SCALE: 1/4" = 1'-0" SEE FRONT ELEVATION FOR T"rFlGAL EXTERIOR FINISHES i- - - - - - - - F T 7 1I 111=-- = -T- = -T = 7 1 r T 7 71 1= L JL JI IIS — -IL JL IL JL JL JI IF 11- 1/2" MINIMUM PLYWOOD PANELS TO 1 11 NOT EXCEED A 4' X VPIMENVON L — JL _ j I I IL — 1 JL ji I JL JL --I[ IF- I— 11 II II III IL- IL JL— il II SEAM IL -- JL I JI I IL JL AL JI J . 11 T- 1 )1 1 11-- 7— 1 MATCH if ll- II 1 11 11 POOR OF, KNPON EF-HIND -4-LII II L -JL L AL 12 == j= == d1 14 IF IF ATCH II EXIST. JL J JL -11 IL IL JL IF F #a X 4-1/2" 5CRENS 10" OW AT ALL 12 I PLYWOOD EVISIE5 DIRECTLY INTO MOULPINIS II II t J- IL JI L FF — — — — — — — -&-TOP OF MATCH WINDOW OPENINGS 4'X8' OR LE55 OFENIN65 4'X5' TO VXV EX15T. Eli NEW NEW-F' NEW RAILING AS PER CODE OFENIN6�7 FROTEC,71VE DETAILS SCALE: NONE -TO BE SELECTED FIRST FLOOR--- PLEASE BE ADVISED THE GOMPLIANGE GERTI F I GAT I ON 15 BASED ON APPROXIMATE GRADE PLANS AND SOLELY FOR THE PURPOSE OF OBTAININC-5 A BUILDINO APPROXIMATE GRADE PERMIT. IN ORDER TO GOMFLY WITH TOWN OUIDELINE5 ADDITIONAL INSPEGTIONS AND TESTINO MUST BE DONE TO OBTAIN A GERTIFIGATE OF OCCUPANCY FROFOSED RENOVATION FOR —ro THEODORE $ ANNA BOUTZALIS ?J J. 610 HOLDEN AVDArf`ROVB�) B 4UE GUTCHOOVE,Nr IIqF,5 SIL7)E ELEVATION y*. 50^LE. A5 NOTr--D pnvN By. RK SCALE! 1/4" I'-V DATE. REVISED BY , SEE FRONT ELEVATION FOR 7'rFIGAL EXTERIOR FINISHES Rab rt J. 6rubor Architcct 3,'71 416 Expree,5Nay Drive 5o. Modford, N.Y. 11165 (651) 654-4q4q , FEAR 4 RIGHT SIDE: ELEVATIONS Pl?.NINCI HUMBER, ISSUED FOR PERMIT Ocl.lq.1-1 OF 4 DETAILS JOB, i TYFIG16�L ROOF GON5TRUGTIO_N: - ASPHALT ROOF SHINGLES TO MATCH EX15TINr 15# FELT PAPER 1/2" CDX PLYWOOD SHEATHINS 2X ROOF RAFTERS AS PEP. PLANS 2X6 COLLAR TIES AT 16" O.C. 2X GEILINS JOIST AS PER PLANS -_L_�__= NEW 2X10 RIDGE MATCH M�TZ.H TYFIGAL EXTERIOR NALL EXIST. EXIST. GONSTRUGTION: 2x12 PAD 12 121 _. . CEDAR IMPRESSION 51DING i ;' MATCHEX15T. 15# FELT PAPER � 12 1/2" GPX PLYWOOD SHEATHINS 2X4 STUDS AT 16" O.G. NEW ATTIC, EXIST. (2) 2X4 TOP PLATE $. NEW ATTIC ;= EXISTINr, ROOF TO REMAIN 12 (I) 2X4 BOTTOM PLATE 5/8" INTERIOR GYP BD - TOP OF PLATE NEW t TOF OF - (2)2X8 HDR - - �r WINDOw i DOOR -- NEW EXFANDED TYPICAL FLOOD. MASTER MA5TER { '$ Q _ GONSTRUGTION: E3ATH BEDROOM 1 - `� FIN15HEP FLOOR TO BE SELECTED 2X6 P.T. LEDGER lz 5/8" CD/'< PLYWOOD SHEATHINS SECURED TO HOUSE W/ FLOOR JOIST A5 PER PLANS I/2" DIA. LAG BOLTS 16" O.G. STAGGERED FIRST FLOOF? — -- --- — - -- ------ --- -- -- -- -- - - - - - - APPROXIMATE GRADE GRAWL 5FAGE --- -- z w (EXISTING TO REMAIN) LU T'YFIGAL FOUNDATION WALL—/ NEW CRAWL 5FAGE 2" P.G. SLAB W/ GLASS I VAPOR RETARDER GON5TRUGTION: OVER WELL COMPACTED SOIL W/ (2) 2X6 SILL PLATE W/ 5/8" DIA. 1/2" PERIMETER EXPANSION JOINT ANCHOR BOLTS AT 35" O.G. ON THICK P.G. WALL KEYED TO 16 SEC-,/T ION A_ SCALE: 1/4"= 1'-c0" 16 WIDE X 8 DEEP FOOTING �� W/ (3) #5 REBARS INSULATION 5GHE12ULE: FLOORS: R-11 WALL5: R-15 + R-3 EXTERIOR FOAM FLAT CEILING: R-30 ROOF 4" V7R'ill i MASTER 5ATH K I TGHEN 2" MATCH EXIST. 1 1/2" i�2 rI I/2" 4.. rl I/2" TI'FIGAL ROOF GONSTRUGTION: I2 / NEN - NEN N.C.� LAV. LAV. ; SINK ASPHALT ROOF SHIN TO MATCH EXI5TIN5 2X12 1'AD 2X12 PAD D.W. 15# FELT PAPER EXISTING \ HOWE 1/2" GPX PLYWOOD SHEATHINS -- ROOF TO REMAIN` "_�� )=X15T. 15T FLOOR 2X ROOF RAFTERS A5 PER PLANS - i'I Il u - ll j , � �� \` \\ 1/2" .3" 1 1/2" 2" 44" FAI 2X6 COLLAR TIES AT 16" O.G. �, q I2 G.O.1 EXIST. E,`C15T. I G.O. 2X GEILINS JOIST AS PER PLANS ANEW NEW ATTIC rATTIC. 2X10 HIP 12 (EXISTING TO REMAIN) \ \�' 12� \ 4" w --�-',, '�\ v �'�\ GRF�DE _ II11 nn I n f1 t1 1 BASEMENT TOP OF PLATE -- - - TOP OF NEW _------ i WINDOW / DOOR (2)2X12 HDR - -—-—-—-—-— �—EXIST. MDR EXIST. PLUSH BEAM EXIST. HDR Q T"rFIGAL EXTERIOR WALL 2X6 CEILING JOIST TO REMAIN TO REMAIN TO REMAIN G.O.1GON5T � GEPPAR IMPRESSION SIDING AT 16" O.G. REMOVE I 11 �{ SANITARY SYSTEM O 5# T APER NEW PORTION OF '� TO APPROVED I/2" GDX PLYWOOD SHiATHiNS SCREENED FORGH EXIST. ROOF LIVING ROOM 2X4 STUDS AT 16" O.G. A5 REO. (EXISTING TO REMAIN) (2) 2X4 TOP PLATE I (UNCONDITIONED) (1) 2X4 BOTTOM PLATE EXIST. DECKINS EXIST. FLOOR F L U M B I I `�0 I SE D I A D A � FRAMING FRAMINS I SCALE: NONE 5/8" INTERIOR GYP BV TO REMAIN FIRST FLOOR TO REMAIN --- - - -- NEW (3)2X12 P.T. GIRDE'.R --- - - —11 - T a---- 1--------------- ---- CRAWL 5FAGE __-- (EXISTING TO REMAIN) - - -- - AFFROXIMAIE GRADE NEN 6x6 P.T. POST _ �3�SEMENT SECURED TO 12" DIA. soNOTUBE --- ------ (UNF1N15HED) PLEASE BE ADV15ED THE GOMPLIP\NGE GEPTIFIGATION 15 BASED ON (�XISTINS To REMAIN) --- --- 36" MIN. BELOW GRADE, � _-- -- ---- ------------- ---------- TYPiCAL -- — ---- - �—-- PLANS AND SOLELY FOR THE PURPOSE OF, OBTA I N 1110 A BU I LD I NC-7 APPROXIMATE GRADE — PERMIT. IN ORDER TO COMPLY WITH TONN CSU I DEL I NE5 ADDITIONAL -- I N5PEGT1 ON5 ,AND TESTING MUST BE DONE TO OBTAIN ,A GERTI F I GATE NEW RAILING J _ -------- --� OF OGGUPANGY AS PER CODE w -TO BE SELECTED a� ua v i PROPOSED RENOVATION FOR W. �1 ,.�~ ^� THEODORE $ ANNA BOUTZALIS 610 HOLDEN AVENUE GUTGHOGUG NY 11135 5 E G T I O I �l 5—E3 SCALE: 1/4"= 1'-0" �:� �. APMOVED BY, — ., R, —ALE, AS NOTED DRAWN BY. RK b j ' DATE, 8-25-1 1 REVISED BY , \ � Robert J. ruber �- Architect , „,,Y34;71" 54- 416 Expres5waq Drive 5o. Medford N.Y. II-163 (631 654-4q4� �t OrDRAVINO NUNDER, SECTION �-�, 8-B & -7 OF -7ISSUED FOR PERMIT Oq.lci.l-f PLUMBING RISER DIAGRAM JoB, #I7-o8a