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HomeMy WebLinkAbout42695-Z pr,�-Qzb SUFFOtjc Town of Southold 5/26/2020 g P.O.Box 1179 0 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41159 Date: 5/26/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2595 Wells Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/17/2018 pursuant to which Building Permit No. 42695 dated 5/17/2018 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 TO AN EXISTING ONE FAMILY DWELLING INCLUDING COVERED FRONT PORCH AND ATTACHED GARAGE, PER ZBA DECISION#6939,DATED 04-21-2016, AS APPLIED FOR The certificate is issued to Vivinetto,Ralph&ors of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40724 10-12-2017 PLUMBERS CERTIFICATION DATED 11-01-2019 Ralp Vivenett th rize ignature �staff nt-. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42695 Date: 5/17/2018 Permission is hereby granted to: Vivinetto, Ralph 821 Bowling Green Dr Westbury, NY 11590 To: Construct additions and alterations to an existing single family dwelling as applied for per ZBA approval. Replaces BP#40724. At premises located at: 2595 Wells Ave., Southold SCTM # 473889 Sec/Block/Lot# 70.4-17 Pursuant to application dated 5/17/2018 and approved by the Building Inspector. To expire on 11/16/2019. Fees: PERMIT RENEWAL $390.00 Total: $390.00 Building nsLector �suFFnc�-�, TOWN OF SOUTHOLD °yy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY Cpl � 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#: 40724 Date: 5/26/2016 Permission is hereby granted to: Vivinetto, Ralph 821 Bowling Green Dr Westbury, NY 11590 To: construct additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 2595 Wells Ave., Southold SCTM # 473889 Sec/Block/Lot# 70.-4-17 Pursuant to application dated 4/26/2016 and approved by the Building Inspector. To expire on 11/25/2017: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION, $780.00 CO -ADDITION TO DWELLING $50.00 C -T To l: $830.00 Building Inspector Foi m No.6 `ro\NrN OF SOUTHOLD BU[LD[NG DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 19S7) 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 Occup"aricy=T.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: r/ (check one) Location of Property: a S fS L' J e 1'L_q v eN V e Sa v Tho L b House No. Street ' / Hamlet Owner or Owners of Property: N P-6 �/-I le 0 V /'Neh Suffolk County Tax Map No 1000, Section 70 Block_ y Lot I Subdivision gO�"9,15— Filed Map. Lot: Permit No. T 0� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) s -��� � Fee Submitted: $ '--Jc./V� � -- ------------ --- ---- -- Applicant Signvature pF SOU��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road cFax(631)765-9502 P.O.Box 1179 A ® �Q roger.richerto_town.Southold.ny.us Southold,NY 11971-0959 '®lyC®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Vivinetto Address: 2595 Wells Avenue city:Southold st: New York zip: 11971 Building Permit#' ab�� 40724 Section: 70 Block- 4 Lot. 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: E.L.B. Electric License No: 2351-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 29 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches $ Twist Lock Exit Fixtures 9 TVSS Other Equipment: 5- Combination Smoke/ CO Detectors, 1- Heat Pump, 4- Paddle Fans, 1- Exhaust Fan, 3- ARC Fault Circuit Breakers, Power to AC Compressor Only. Notes: Inspector Signature: Date: October 12, 2017 0-Cert Electrical Compliance Form.xls q�ttf Sa�jTol . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a` BUILDING DEPARTMENT " TOWN OF SOUTHOLI) 4 DEC 2 0 2019 CERTIFICATIO-N Date: f/" Building Permit No. Owner: /1'G ii T/ilr�h2f�y (Please print) Plumber: fj eoij ..�/u„'I���� �'c'os ��_ ��c//�C/fl' SC G7&V-M (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 19 ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6364702 Qualified in SuffolkCounw My Commission Expires 09-t8-2021 Notary Public, �, L_Gyl I� . •C'ounty pF SO(/lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 0UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 krcg16k w Goi tnet4-- wld�G ' �n o�lrvohJ ;sem : o �° nl� tt�✓`� Aviv � Si 0 p � DATE A INSPECTOR SOUTyolo aol f qa1c:195 TOWN OF SOUTHOLD BUILDING DEPT. � � 765-1802 (f b INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLSG. \ v [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL \ � S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR? OF SO�ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t '� G C" �6r DATE a INSPECTOR oF SOUTyo! o TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [�71NSULATION UGH PLBG; FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 7ELERICAL (FINAL) REMARKS: S -�- 5 DATE INSPECTOR V *Of SOUI�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 (FINA ) REMARKS: DATE INSPECTOR pE SOUlyolo qo� 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: DATE INSPECTOR 2-` SOUryo� dcou o TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 0// 1 INSPECTORS `C � o�aoe soulyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - [ ] FOUNDATION 1ST `[ ] R UGH PLBG. j ] FOUNDATION 2ND [ ] SULATION/CAULKING, [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE'SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O DWIM�REMARKS: SWWr DATE 10110L)iO INSPECTOR _ JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: December 1, 2016 To: Town of Southold Building Dept Re: Footing, Foundation Damproofing, Strapping Inspections Vivinetto 2595 Wells Ave. Southold,NY Permit#40724 This letter certifies that an inspection was performed on the footings, foundation, damproofing, and strapping at the above mentioned property and all the work was installed as per plan and meet all state and local codes. Any questions feel free to call. 0 D Ear y Si cerely, 0 J s eerkoski P.E. 0 7 2-5�� R°FEss�oNP D DEC 1 2 2016 BUILDING DEPT. TOWN OF SOUMOLD rte_ Y- V �I �C I`,.:� ENE-ROYSTATE • . �I - WRALZ V-11NUF'k Amb c � ' r► 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 �.,(Nk &° 4 sets of Building Plans TEL: (631) 765-1802�'�-� APR 2 6 2016 Planning Board approval FAX: (631) 765-95024�k Survey SoutholdTown.NorthFork.net PERMII� �� Check7 , $� TOWNOF SOSeptic Form OL —N.Y.S.D.E.C. Trustees tp C.O.Application Flood Permit Examined ,20 �1 �� �_� ! Single&Separate ! P, t I i r ! Storm-Water Assessment Form /� d► 17 J nta _ ( If Approved 2 ,20_ o: AN Disapproved a/c i" ';l: !)_r! Phone: 7 C�l 9a, Expiration ,20 r i uildin e for Olt APPLICATION FOR BUILDING PERMIT Date JU rYC— 15 , 2015 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be'occupied or used in whole or in partfor any purpose what so ever until the Building Inspector issues`a Certificate of Occupancy. f. Eveiy 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 0AaA p (SS�ignat j e of applicant or name,if a corporation) Q � I�OGD //Nc Ur lC�eAl 'Ve1 i) e- (M fling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /4& ! ! it//�e-- (As =(As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �.sl s- Gu C LL s /4 y CN v e S cl o1-4 o 1) House Number Street Hamlet County Tax Map No. 1000 Section 26 �;Tlo`r i lock-: Lot ,: Subdivision Filed Map No. Lot % 2. 'State existing use and•occupancy of premi a n' Allsi?�-,d` u . nc of p posed. ons ruction:. a. Existing use and occupancy T to V l V i1v e b. Intended use and occupancy + � - �a V o oV'P- `�M1 3. Nature of work(check which applicable):New Buil�g� dition Alteration Repair air Removal Demof ffflU " c rk (Description) 4. Estimated Cost . - `/,"yo go a w.Fee - --- s (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor / If garage, number ofcars ;;L 6. If business, commercial or mixed-occupancy, specify nature and extent of'each type of use. it ` �r 7. Dimensions of existing structures, if any: Front Rear _ ,�-7, fl Depth Height Number of Stories 1� Dimensions fR11 %ilt"hhalte rations or additions: Front 7 �. Rear Depth 3 t a Number of,Stories T fes" 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 16 O '� Rear d D-, 31./ Depth 04- V N E-+ a 1 --3. 10. Date of Purchase P- -/3- Name of Former Owner (,u ee-c4i 6 o LD-r 11. Zone or use district in which premises are situated ` -7"1�. -�� oy`r G a 1 h 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOy/ 13. Will lot be re-graded? YES NO /_Will excess fill be,removed from premises?YES NO,� AN d S v�9� ltil2I-Ls jQveNue- 14. Names of Owner of premises . .1/I V.s`it l Address S o tho c ,NTPhone No.��s16� o s �6 s Name of Architect Address Phone No Name of Contractor C,'&4 y, — Address ' , Phone No. 15 a. Is this property within 100'feet of a tidal wetland or a freshwater wetland? *YES_L/ 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 o/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF So rf,V'I ll� V 1 rJ2 being duly sworn_, deposes and says that(s)he is the applicant (Name 9f individual signing contract)above named; (S)He is the / uorieR Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have.performed the said work and to make and file this application; that all statements contained in this application are true to the best of'his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this f 5-1±� day of_ u1ne, 2015 1A a9W J P"A - Notary Public TRgCEY L. DWYER Signature of At NOTARY PUBLIC,STATE OF N Y K NO.01 DW6306900 QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30,22-1e �O��O��lijyo `O f Town Hall Annex 'Telephone(631)765-1802 54375 Main Road P.O.Box 1179 `n roger.richert(a "owri souh�oq nv us Southold,NY 119714959 BUnDING DEPARTMENT , TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSP901I914 REQUESTED BY: , _ Date: } Company Name: Name, is License No.: Address: nr'r1 t• � t �� 1 IY11 Phone No.: Ai 621 1 12 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address X45 lis A *Cross Street: *Phone No.: Permit No.: go Tax-Map District: 1000 Section: -7n Block:��_ Lot: 1-7 *BRIEF DESCRIPTION OF WORK(Please Forint Clearly)Q." LA AAkeA 1 (Please Circle All That Apply) *Is job ready for inspection: NO Rough In Final *Do-you need a Temp Certificate: YES f(0:) Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information. PAYMENT DUE WITH APPLICATION 1324Requed for Inspection Forret �� >�( CJS® 0- *pF SO�jyOlo Town Hall Annex JR J [ Telephone(631)765-1802 54375 Main Road N y� m�ax(631)765- 5l P.O.Box 1179 G • �Q roger.richert(a. own.sout d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: ELB Name: License No.: 9351 E Address: q Z c Cun Phone No.: C516,*) C -(,6'75 JOBSITE INFORMATION: (*Indicates required information) *Name: V I rl 11 O *Address: LUe-Ly- veN ue-- *Cross Street: Q A,L L A 4_,o-rJ /'� v e N j e, r *Phone No.: / a-v S--5- 'R(o� Permit No.: 40 7 Z. Tax Map District: 1000 . Section: 9 0 Block: Lot: i *BRIEF DESCRIPTION OF WORK (Please Print Clearly) o (Please Circle All That Apply) *Is job ready for inspection: YES NO =oughln Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Coverhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 'Q -0 ) o< Town Hall Annex Telephone(631)765-1802 54375 Main Road Fa� ��..gg pU2. P.Q.Box 1179 G roner.richert(;Q7Iown sOti1h0 5.nli.us Southold,NY 11971-0959 BUILDING DEPA.RTNEW T0%W OF SOUIUroL i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: t Tr�cica�fl Company° Name: Name: License No.: _ Address: �srr-rt �txrl�t�i1 � rt� Phone No.: _ i JOBSITE INFORMATION: (*indicates required information) *Name: RA *Address: "T1s &nnur. *Cross Street: Omsk\n., n A. eo `Phone No.. Permit No.: Tax Map District: 1000 Section: -��_ Block: �}- Lot: P- *BRIEF DESCRIPTION OF WORK(Please Forint Clearly) (Please Circle All That Apply) Is job ready for inspection: (Y�D/ NO. Rough In Final *Do-you need a Temp Certificate: YES/(0:) Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 440 Other ;"New Service: Re-connect Underground Number of Meters Change of Service Overhead /\� - Additional Information: PAYMENT DUE WITH APPLICATION cid B24;bMest for Inspection Form \ �� c -BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �X �®F S®�j�® 53095 Main Road•P.O.Box 1179 �® !O Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer v> >e Town Annex/First Floor,Capital One Bank George Horning ® �O@ 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��'CouNiTv, Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ® [E(g[E0'V[E TOWN OF SOUTHOLD D Tel.(631)765-1809•Fax(631)765-9064 APO 2 5 2Ui6 B^d LJ D1 Y r`777n FINDINGS,DELIBERATIONS AND DETERMINAT) N OF Si. ,'I MEETING OF APRIL 21,2016 ZBA FILE: 6939 NAME OF APPLICANT: Ralph and Joan Vivinetto PROPERTY LOCATION: 2595 Wells Avenue (adj.to Jockey Creek) Southold,NY. SCTM#1000-70-4-17 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 March 4, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 24, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it our recommendation that the proposed action is EXEMPT from LWRP review. PROPERTY FACTS/DESCRIPTION: Applicants' parcel is improved with a 1 % story frame home on a non- conforming lot consisting of 24,393.6 sq. ft. in an R-40 Residential Zone District. The parcel has 100 feet on Wells Ave., 244.12 feet along the north property line, 213.13 feet on the south property line and 102.31 feet on the east property line which fronts on Jockey Creek, all as shown on the plot plan by Brian Collins, P.E. dated 01-25-16. BASIS OF APPLICATION: Request for Variance(s) from Section 280-124 and the Building Inspector's February 22,2016 Notice of Disapproval based upon an application for a building permit to construct additions and alterations to existing single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2)less than the code required combined side yard of 35 feet. RELIEF REQUESTED: The applicant requests variances to construct a 22 ft. x 15 ft. living room addition to the existing 1 '/2 story single family dwelling with a single side yard setback of 8.5 ft. from the northerly property line where the code requires a minimum of 15 feet, and a proposed 2 car garage addition connected to the dwelling by a conditioned entry foyer with stairs to a second story bedroom and bathroom which will result in a side yard setback of 6 feet from the southerly property line, and a combined side yard setback of 14.5 feet where the code requires a minimum of 35 feet. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 28, 2015 RENEWAL: February 22, 2016 TO: Ralph&Joan Vivinetto 821 Bowling Green Drive Westbury,NY 11590 Please take notice that your application dated July 17, 2015: For permit to construct additions to an existing single family dwelling at: Location of property: 2595 Wells Avenue, Southold County Tax Map No. 1000 - Section 70 Block 4 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed additions to this existing single family dwelling, on a non-conforming 24,393.6 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring 20,000 to 39,999 square feet in total size, require a minimum side yard setback of 15 feet and a combined side yard total of 35 feet. The proposed additions show a setback of 6.0 +/- feet with a total combined side yard setback of 14.5+/- feet. Authorizednature 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. Page 21 of 3—April 21,2016 ZBA#6939—Vivinetto SCTM#1000-70-4-17 AMENDED APPLICATION: At the public hearing the Board discussed with the applicants maintaining a minimum single side yard setback of 10 feet along the northerly property line for emergency access to the seaward side of the dwelling, thereby reducing the degree of non-conformance. On April 14, 2016,the applicant submitted a revised site plan with a 10 foot northerly side yard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law .4267-b(3)(b)(1). Grant of the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations will create a dwelling that is similar in size to most of the other dwellings in the neighborhood. The proposed additions will improve the curb appeal of the existing dwelling and will not adversely affect Jockey Creek. 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 area variances. The subject parcel's rear yard slopes toward Jockey Creek which limits additions in the rear yard. Additionally on the seaward side of the house there is a raised open and covered deck addition which makes other interior additions impractical. The front yard has numerous trees and a setback that is similar to other dwellings in the neighborhood. This leaves the side yards as the only practical location for expansion of the existing dwelling. 3. Town Law 4267-b(3)(b)(3). The grant of the relief as amended herein is mathematically substantial, representing 33.3% relief from the code for the single side yard setback of 10 feet and 54.3 % relief from the code for the combined side yard setback of 16 feet. However, the proposed additions will have minimal environmental impacts on the creek and will maintain a substantial front yard setback which is characteristic in this neighborhood. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will not have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new attached garage and living room additions while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the relief as amended for the side yard setback of 6 feet from the Southerly property line as applied for and for a side yard setback from the northerly property line of a minimum of 10 feet and combined side yard setback of 16 feet and shown on the plot plan prepared Elite Drafting and Home Designs, Inc. and Brian Collins, PE., dated received by the Zoning Board of Appeals on April 14, 2016. 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. Page 3,of 3—April 21,2016 ZBA#6939—Vivinetto SCTM#1000-70-4-17 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), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). i Leslie Kanes Weisman, Chairperson Approved for filing 1�4/,2-z /2016 ON John M.Bredemeyer III,President Town®�® Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee • �®� l Charles J. Sanders,Trustee ® Telephone(631) 765-1892�`'®U ,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES, TOWN OF SOUTHOLD June 23, 2015 Joan Vivinetto 2595 Wells Avenue Southold, NY 11971 RE: RALPH & JOAN VIVINETTO 2595 WELLS AVENUE, SOUTHOLD SCTM# 70-4-17 Dear Ms.,Vivinetto: The Southold Town Board of Trustees reviewed the site plan prepared by Joan Vivinetto, received on June 15, 2015, and determined that the proposed construction of a breezeway with garage onto the south side of the existing dwelling, and a proposed addition onto the north side of the dwelling which will not to extend out any further seaward than existing dwelling is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the'tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees JMB:eac r � Scott A. Mussell SUPERVISOR 0 G EMC]EN`]F IWA\1�A\ SOUTHOLD TOWN HALL-P.O.Box 1179 0 t� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT 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. El[3/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑19/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E�E. Site preparation within the one-hundred-year f loodplain as depicted -on-FIRMMap-of-any Ovate-r-course - ❑ ` F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) .C.T.M. 1000 Date #: District jZ AN * NAME: wrnr I Section Block Lot FOR BUILDING DEPARTMENT LSE O.NL Y Contact Infor an tt CS / � � '" TdryLnne�umMri Reviewed By- Al �),I lj,(,A — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan iu Required (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 L o�y�pFSOUIy� =.BUILL:D,ING`DE;PARTMENT TO1NN�,OF SOIJTHOLD ®` Towri HalhArinez•5A375_Main Road P.O:Box'11.79•Southold;NY 11971-0959 lCCQ k° Telephone(631)765=1802 Fax(63-11,)-L76.5-9102 Date �''� l 7 ,20� Number,of.Met`er§•`.- r-+- Tempor"ary Certificate Siie �' s Phase 'Undergrouhd ❑ ;A New'Service` 0'`"Change`oYServic6 Reconhe6t•E'xis-ing Service ❑ Location` '? -Issued,Eo r` Installed ARlefereddd,' `-.:_Application'for"elect-`ricaf service-equipment is`oh file;with the Town of Southold.,On applicant's notification thatthisr,installatiorris;complete`,"tfie town will'conduct•a premises inspectiori of the service equipment. A -FThis de is valid fo' - day" e-abe>e'date. Authoh ed.by~ "- G REEK JGGKEY S 97• C A� g n AIM - d � W Q iFJipWALL "000 DEC 4.z' DECK i iso' ---� --- y 1/2 sroo � frn b° ``G SURVEY OF jpi PROPER T Y AT SOUTHOLD F 4,��ni TOWN OF SOUTHOLD z Gk,�� a ° . a SUFFOLK COUNTY, N Y. (V V ob S 1000 -Scale 1" =17 30' 00 6V404 Dec. 17, 1987 i Q fioca��r-e eoc o a Ds CERTIFIED TOr FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK S. LIC. NO. 49668 TERRAMARE ABSTRACT INCORPORATED SOUTHOLD SAVINGS BANK EY 8 ENGINEERS, P-C. RICHARD WICKBOLDT KA THERINA M. WICKBOL D T -k OUTH ,- iPY. 11971 87 - 958 SURVEYED FOR:RALPH VIVINETTO &ANTHONY VIVINETTO LOCATED AT: SOUTHOLD,T/O SOUTHOLD,SUFF.CO.N.Y. 1'La1�" 6) \ LOT: IS DESC. 2 f v MAP OF: AS SHOWN Pyf. SCALE: 1"=40' °�`,$ - 000 O�'� ,� � - O., S.C.T.M.# 1000-070-04-017 - 3 o JO All CJ�jdo oe D.$ o p°D a ��a o xm . 5� aF so mcp fm \ oaf e feoy# a°o ss.P�s,per °a o� a top j yaps " S,O GpEi• s r `P 9A, O�16 eat`JaNa`1 0-1\ e. 1 M pNs " VN < n k ® ! F2 0 4 37 FINAL sF 12/1/2019 'D sJ D 0 5-21-2015 C%' FINAL 3/2/2015 o FILE NO.47961 c\j 7 Lu ® WILLIAM R.SIMMONS III'L.S.P.C. ' 2 yL 128 CARLETON AVE.EAST ISLI P,N.Y.11730 to PH. 631 581-1688 FX. 631 581-1691 DATE 2/6/2012 1 SCALE 1"=40' 1 DRAWN BY WRS IV Li w 7 z z 3 Q ra Li fie,�.o• � 11 w W >� / w W JQ w o 7: `Ld�N U-) UNM �� DESIRED LOCATION OF oP n- W Lf�In / 17'X15'ADDITION � � � z 0'.I P �°o 0, W A A o ,� G V, L,1 ~ A L P4 ° o �� N J z D: --1 C Q Q U UW 00 �� �� a m°nfb Q Q qLi O = oSk 6� 5 tiSS S• 9 1 ov` Q A -L�� CIO. DESIRED LOCATION OF Vol" � �� 1�0 6\ 10'X7' BREEZEWAY Z DESIRED LOCATION OF �• '� � 'r' 23'X23'GARAGE O�' \ \ ✓ \ O�1L � � \` /> c", ,LSO O \ / ��' � PA _. ?.. _°:�•- c;;/ ij'_ 1 i l / Qco Q z o � J U 3x C3W A� = } ~ O 3 W _ Z U w5 � J Q Q Q Q l7 NOTE: THIS PLOT PLAN IS TO SHOW THE Q of �t �r Q DESIRED LOCATION OF GARAGE ADDITION, W cdz BREEZEWAY, AND SIDE ADDITION. THESE ARE NOT PLANS FOR CONSTURCTION _ a O U o j N � PLOT PLAN � � �- z SCALE: 1 "= 20'-011 z Z Ln W Ln 0 i W LTJ c� • LLJ � � w � 0 W Z i TABLE 3. 1 O ROOF 5r1EAT!1ING ATTACHMENT REQUIREMENTS � FOR WIND LOADS-EXPOSURE B DO NOT PROCEED lr"dITH ELITE D I --_ -- _ - V( � FRAMING UNTIL SURVEY O 'NOT._. F_ � OF FOUNDATION LOCATIONINC J CONFOF;,/-,IJCE WITH 1 HE 20 I 0 RL5IDENTIAL �o 00 10 I 20 I !s ,oHAS BEEN APPROVEp. HOME DES N THESE F LA,fJ�� AFF_ If THRL seGOrdD GusT �� I CODE OF NFU✓ YORK. 5T�ATE A5 WELL A5 THE AMERICAN 50CIETY - WIND SPEED (I h) ��-n^ OF CIVIL ENGINEERS, MINIMUM DESIGN THF WOOD FRP,P✓IE �( % 3 1 -45 �j t � �, ^ ' FOR NE-AND TWO-FAMILY DWELLINGS S RUCTUI'�AI_ SI1EA�f1IfJ �" I -�" " - I �� CO J5TRUC1101J P✓IAJUA_ FO . O 200 ! EDITION E F E F e F e F e F e r E F S -� z_- SHEATI-!ING RAFTFRlFR.L1, SPACIfJG I n I Z , I _ BRIAN COLLIN5 , P . E . CENFF�AL iJOTFS LOCATIONS (INCHES,O.C.) MAXIP•✓11Jr,1 NAIL SPACING F R bD CON �_.N NAILS I TD BO rJA!L`_; (IfJCHES. C.C.) ,� _ _-- _-----__ i�z s sS 59 WILLOW 5TREET r n AND CONDITIONS TO BE VERIFIED BY CONTRACTORS 2 12 G z 2 G z G 2 G c 2 G 12 I . ALL DIMENSI J JS T r ORDERING MATERIAL-9. INTLPIo ZONE I G G 1 2 G 2 G z G 2 ( G 2 I I� G 12 PRIOR Too G 12 G 2 G 2 r 2 f1�lr! - GARDEN CITY I TRUCFIJN AND P 19.2 G 12 G �_ Ir, � NY, I 1530 PRIOR .O CONS 2.4 G 2 G12 (> 1 2 2_. Do NOT SCALE THE DRA1J�✓ING5. WRITTEN DIMEN51CN5 5UPERCEDE __-_ _ _ -- -- - ---- �[ TEL:(5 I G)74 1 -0053 r, c c 12 6 I?_ G 12 6 12 )2 6 12 - F)CALED DIMEN90H5. PERIMETER EDGE LON 1 I I G I AJC•(5 I G)74 10053 16 6 12 F 12 G 12 e � 6 6 h C C> 3. RECORD ARCf11TECF/ENGINEER OR DESIGN CONSULTANT ARE NOT �.2 h 2 I z h 2 c G I 6 F I G G n c a i _ u 1, I. ,� I RATIOfJ 21 __ G 1 z G 12 G G G G I G --�- - - T ..t � ^1 s i'�w=., _ s �l/9� RE5PON5IBLE FOR 5UPERVI.5ICN, INSPECTION OR ADMINI5T _ � � oCb T ). _ ,T• GABLE LND'WAL L RA"," OP PAKE TRU55 W/LOOKOUT BLOCK 6 G G 6 G G G G I 4 4 4 t1j I'. ,;�y;l 1 I'' t `J \ = OF T HI5 CONSTRUCTION PRC JFC ��� RA �He GABLE ENDWALL RAI.=OP RAKE TR.U55 W/O RAKE OVEPHANG G G G 6 6 G. G 6 6 G G G I � � 'r'.. F`.i! ' r CON = h T' BE 3 0001".5.1. MIN. 28 DAYS -- - - - i7 ! _ _ I 4. ALL CO�JCRETE- .�T: .EN.�TH [F�� J @ � � •' � T'- `- vlll�-02 �i �,- I II � �71 ��, :______�' �� `I DATE: �{� I-`�.P. SEE TABLE 8402.2 ON FOUNDATION i SHFrT FOR CONC COMPRE551VE 5TRENG,H - - - - - - - - - I �� 11�19 BOARD SHEATHING � �; � �` , ��yy - - W- FEE131- 0 - IaY:. - - - - i - ATIONS AND F001 !PJG� ARE SIZED FOR BEARING ON VIRGIN I II' I - NOTIFY t�U!Li71NG D'c_P?.RTP, ENT AT 5. FOUfJD h,j . Ll� 1, I ?_ E Afv1 TO 4 PPf FOR THE I ' -F CAPACITY OF I TON PER SQUARE FOOT SHEa H!rIG sl%e RAF-LP/TPU55 SPACING M1rJIr^L1NI NUN1BeR of RD cor, r, _;J t1A!�S I'l;Il:d ; ;, " - 501._ AT MIN. FAL �R(fJC _ _ � t- � n � "SII COVER. ('',NCHLS, O.C.) L OF, ;OD FOX G1AIL5 1"f� :�_ ORT _ !! I ! � � 765-1<" . VER. - - -- - _ �'' i�ll,9 ��- IIID;, ',�� , , - i i f 1 41 i _ ! r �� Fn'LObVING INSPECTIOPIS. V'�'IT11 A. MINIMUM l OF 3-C. CO _ 1 - SEF TABLES 430. 1 40 ! .� . ! Of! FOUIJDAIIO J SHEET -- - - I11 u_ _ _ - - - - III 'I i ii,,�, 1 Y� ' 1 I'• iInn xG CR I x8 SHEATHI d: 12-19.2 2 2 2 z - II 1. FOU"JDATlON TWO REQUIRED 11 � FOR POURED COi'JCR[�TE nr 7 I I1 �I i1 �If I' c x O CP I_ARCEP.SHEATr1 NG 1 2-1 9.2 3 3 11 � - _ ---- _-- - - G. ALL WOOD FR.APAIING, INCLUDIf 1G:COLU1�1N5,P05T5,GIF.DER5,5EAM15, - - -- - I '' L ic•-- �.Y- - ,-� - = n ' � � Ai T I ' i � � �- � 2. ROUGH - FRAM[NG & PLU:.iB[NG JGI 15,.E!UDS ETC. f�. L_�L DOUG FIR Jo.2 CR BETTER \ I H - E NAIL 5FACI>JG AT=ANEL LDGE5 (IN.) _ -"_ - - �� 3. INSULAT{ON - - AIL SPACING A-, INTLRMED!A.TE .5UPPORT5 IN THE PAJEL __ __ _ - 7. 5TRUC,TURAL )TEFL I o /-\5-1 J A3G,DETAILLD, FABrJC ,TED � IRA 11 4. FIfJAL - CONSTRUCTION MUST AIND FRECi ED Al") PER A.1.5.C. E� COMPLETE FOR C.O. FOR :OOP SHFA1tIIIIG `JJITHIN 4 FEET Of THL PLF,IMETFP EDGE OF THE RCCF. INCLUDING -4 FLET Ofd EACH D' OF 1HE PCCP PEAK T+- 4 FOOT FERIIviETCR. FL)G.E -C'"•:C +' ~ a ALL CONSTRUCTION Sf1ALL MEET THE �e ;.r�.r`*H` _ ATTACHE rJ cl.,IP_Mr_rlTssHA L.L;H - - - - - - - - - - - - - - - - - - -- - - - - - - - - - REQUIREMENTS OF THE CODES OFNE�N 8. WOOD 5ILL5 TO Br= 2-2_ x(S" A`Q OR WCLfV1ANIZED f- TABULATED 12 If'. H O.C. NAIL SPACING A55UfvLS SHEATHING ATTA(,HED TO RAFTEF�TRWS5 FF;AWIG MEMLD PS N'lll G >_ O<I9. FO"r'. F1A1V' J;_, 1,:1E°MGP `5 „'1 F1 ='�I p ANCLIORED W/ 12" X I/2" [] ANCHOR. BOL.T`� ANCHOR G < 0.49. THL rl L-5FACING5 SHALL BE REDUCED TO G INCHES O.c I I �O PO�E D YORK STATE. NOT RESPONSIBLE FOR (a 3G" O.C. 121' MN: FROM CORNERS 13. TABULATED G If•1CH C.C. NAIL_SPACING A55LJML5 5HEATHING ATTACHED TO RAFTER/TPU55 f RaP✓ING MEMBEFL: 'J:ITH G >_ C.-�9. 0' FRr\fv11r•!G MLN^REPS \"JIT C 47_ .<_ I DESIGN OR CONST RUCTION ERRORS. < 0.49,THL NAIL`�F'a=irJGS SHELL BE REDUCED TO 4 INCHECC.C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SCALE: NTS 4. TABULATED 4 INCr C.C. N"a!!_ 3P'.ACING A55UML5 5HLAlf-IING ATACIED TO RAFTLF/TRU55 FLAMING M1=iVIBEF?5 WITH G > C.49. FGR FRAn11 lG ",1 fv1BER5 ','dITH : .4 < - ARDINGREQUIRED TRUSS PLAC < 0.49.T11L NP.IL;SPACINGS SHALL BE REDUCED To 3 INCHES C.C. .. . OF o TO BE 5L'PPC" TED ON DOUBLE STUDS OR 4"x4" PC5T5 U. TABULATED ^JAIL TACIrIG5 ASSUME A BUILDING LOCATED IN EXPO5uF.E B. �. AlAI.1_ H�ADEP�� � ,,, �� `�`R.'I-y-I-i ,°,i_! +�,C.`JES UNLE55 OTHER�v15E NOTED [u.o.N.1, pLUMSER CERTIFICATIO'V N�.V�1 �.,�� �; �,i s^;,-L; u TOVVPJ CODES E HEADER5 AND TRIMMERS AT ALL STAIR AND FLOOR AS REQUIRED AIS:_ CONDITIONS OF ! o. PROVIDE DOUBLE ON LEAD CON7ENTfEFOR� "`� OPENINGS AND UNDER ALL POSTS AND PARTIITIONS RUNNING PARALLEL CERTIFICATE OF OCCUPANCY ,� gu',J[{p'LDTUNNZBA TO 5A!`4F-. TABLE 8301 .5- MIN. UNIFORMLY D15TRI5UTED LIVE LOADS SOLDER USED IN WATER ,60ARD I . BRIDGING TO BE EITHL R FULL DEPTH 2"x 50LID OR I "x3" OR 18 GAUGE (IN POUNDS PER SQUARE FOOT) LIVE LOAD SUPPLY SYSTEP'ICAR"jvOT _ CK055 BRIDGING,@ MID-SPAN CF FRAMIfJG BAY AND NOT EXCEEDING EXTERIOR BALCONIES Go EXCEED 2/10 OF 1°� - ��D• ` 8'-O" ON CENTER. --`- �� 12. ALL i1FADER.S TO BE 2-2_"x8"UNLE55 OTHERWISE NOTED. DECK5 40 PLUMBING ALL PLUMBING WASTE 13. THE TOP AND E,011-TOM OF JOISTS SHALL. NOT BE NOTCHED MORE FIRE E5C.AFE5 40 &WATER LINES NEED TESTING BEFORE COVERING Q C C U PA N CY OR _11-HAN 2 INCHES. PASSENGER VEHICLE GARAGES 50 S� IS UNLAWFUL 14. ALL STP,UCTUFAL WOOD `>i1AL1_ BE KEPT 2" CLF,AP, FROM CHIMNEYS. - -- ----- --- ATTIC5 WITHOUT 5TOR.AGE 10 _ a � , _ � c _, .- c- ._ - c = �- - F SCOPE OF WORK: Qk� RETAIN STORM WATER RUNOFF WITHOUT CERTIFICATE 15. ALL ��VOOD FKAMING ANCHOR._) FOF, BEANI`D,JOI)F5.RA1 Tf_R5,LTC.TC B_ 1 8 GAL!GI: MIN:. GALVANIZE D 5TCFL N/I�G. BY "TECO" Co. COLLJLRS.WV. ATrIcS WITH STORA � 20 INSTALL 2 NEW DOGHOUSES ON EXISTING ROOF [_INE, ADD NEV`J \ ' v �C�• y, � PURSUANT TO CHAPTER 236 QC;C�JpA��C'� (800-G3 '-8989) or; "'At\APSON 51R0NG-TIL CO. PLEA5A.NTON CA. (800-999-509��)FOR [=[_USH STR!JCTUr;AL COf�!f�IFCFOR`� RooMS oTHE�. rHA�� 3LEEF'ING ROOMS 40 LIVING ROOM ADDITION, NEW GARAGE AND MAST"ER B[:Df`;OOM \ n / � OF THE TOWN CODE. ADDITION, NEW BREEZEWAY AND NEW FRONT POKC 1 r r l EEPING KOOM5 30 -- _ ___ -� ______. vo n � �0,` 1 G. FOR 4' FOUR_D CO CRItTE _51-AD PROVIDE G IGD 10- I Oga. W.W.M.N, OVER - (� V G MIL. PO1_YFTf1Yf_i_NE %Ar'OF: BAI"RIER ON G." 'vVELL COMPACTED SAND STAIRS 40 0 AND GRAVEL FILL. GUARDR.AIL5 AND I1,NU'?,AILS 200 71 1 7. ALL CONCRETE f 1AU!NC:H r00Tif•IGS TO BF PROVIDED 2-#5 CONTINUOUS) �- - REINFORCING RODS. --- [� F`�' ERI R URFACE OF ALL [=0U1`1DA1 ICI`J WALL5 BELOW GRADE Tf-i- E 8301 .7 - ALLOWABLE DEFLECTION OF I �. THE __,.I��.I O S � (EXCEPT 5!AB AREAS) SHALL FF DAMPROCFED WITH AN ELASTIC COAL STRUCTURAL MEMBERS LIVE LOAD TAR BA5E, 5EL.F PRIMING BiTUMINOU5 PLASTIC CEMENT. - - RA` TER5 HAVING SL(.`t, ;TATE?THAN 5/12 WITH NO 10. GRAD!I ") AROUND fJF\.M COLJSTRUCTION SHALL SLOPE AWAY AND BLEND U180 � INTO EXISTING CONTOURS, MAXIMUM SLOPE @ 3: 1 . FwISHED CEILING P:FfACrIED TO ?A,r TIERS. PROP05ED G, 5HALL EXTEND G'' FROM FOUNDATION ON ALL SIDES INTERIOR WALLS AND PA TITIONS H/180 / 20. FIREFLACL- 1 JOT�P�I�.� � � AND SHALL BE 12_" THICK. LOCATION OF FLOORS AND PLASTEiZED CEIUNG5 IJ3G0 / 22'X 15ADDITION 2 1 . PROVIDE COMBU5 TION, AIR VENTS A5 PER RESIDENTIAL CODE OF NEW YORK STATE. ALL OTHER 5TRUCT UI:AL MEMBER5 IJ240 -_ C( 22. 5r✓1CKE-DETECTING A1_AKI`,J DEVICE !NSTAL_LED 5HAL L CONFORM WITH EXTERIOR WALL5 WIT`I PLA5TER OR 5T000O FINISH H/3Go k�J�i O 5FCTIG!N R3 13 OF THE RESIDENTIAL CODE: CSF NEVA! YORK STATE. - .O �� hx \,O� 0 REFER 1O "SMOKE DETECTOR" !NOTE IN F30X ON TH15 511, EEW T. EXTERIOR WALL5 - i•JD LOADS WITH BRITTLE FIN15HE5 U240 i 23. KF_ LE55 OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE C WINDOW IN EACH H ` PACE EXCLPT KITCHENS) FOR EMERGENCY ESCAPE, F REFER TO "WINDOW5_9HALL CONFORM" NOTE IN BOX ON THIS SNELT. �; / 00(��`(\�' p,0r 24. MINIMUM AREA. OF GLA55 AND VENTILATION FOR HABITABLE SPACE 5HAL I_ Oo (S", BE 8 %'o OF FLOOR AREA FOR Gi_A55,AND 4 °o OF FLOOR AREA FOR VENTILATION QC � SEC T I O PJ R3 03 FCTION R308 "GLAZING" 0. 25. ALL GLAZING SHALL �,7r,F0F-.f�. TO 5 _ . 4, Of THE RFSIDELJTIA.L CODE OF NE�,V YORK 51 ATE. v �e ti \ \ ���� ��� \ _ PROPOSED LOCATION OF 3 ��• � � �� 10'X7' BREEZEWAY 2G. ALL COf,JSTRUCTIONI 5�1ALL BE IN ACCORDANCE WITH THE J` �Or• PROPOSED \ �\0' � R.ESiDEf•1TIAL CODE OF NE`A' YORI'. 5TA.TF AND IT5 ADOPTED GENERALLY FRONT PORCI AccEPTED 5 A JDARDS. -1 \ 3� 7 I I 1 7Fv �' \ 2.1 . AI_�_ : LUI`,A5IP.G FIXTL,[�._`� -Di1,ALL BE INDIVIDUALLY TRAPPED AND VENTED /�-� ,2�� j/ �O PROPOSED LOCATION OF PROJECT c = I !F -r' Y 1",Y-5 CODE. C A5T IRON PI E 5!iAl_L CONFORf\'1 WITH \ /0 2 X2 GARAGE LOCAL CODE REOL?!REMEN'TF) �"/LTH APPROVED JOIN'15, PIPE 5UPPORT5 AND S / 3 3 CLEANOUT5. c \ / \ r V I V I N ETTO RE5 I D E N C E fHEATING AND COO D _51GN SHALL COf�1PLY WITH A.S.11.R.A.E. 2-�. O \ ADDITIONS * A�_TEIATION5 5TANDARD5. 0%j , ,.2� j 0 �\ �O 29. ELECTRICAL DI5TRIBL)TION SYSTEMS SHA-11- COMPLY WITH THE 25 NATIONAL ELECTRIC CODE [NE-C]. / --- I(„1PORTAPJT NOTES G��yP`t 50LJ I O�[� N _------_ I . THE RECORD ARCHIT-ECT OP ENGINEER ARF NOT RE5PONSIBLE FOPS \tj^\����� - 0 PROJECT SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS n T� PROJECT. C0�J5 I !AUCTION ' 2. ALL WORK SHALL COMPLY WITH THE RE5ID=NTIAL CODE OF \\ O� NEW YORK 5TATE, LOCAL CODES AND ORDINANCES HAVING O\ JURISDICTIOfJ. 3. NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM ✓ `'- SEAL SIGNATURE THE BUILDING DEPARTMENT OF THE MUNICIPAL_ AUTHORITY HAVING JURISDICTION AND ALL HECE55ARY PERMITS HAVE BEEN SECURED. DATE: 01 -25- IG IOF ��� r PROJECT No: 20 16 02 J 4. CONTRACTORR AND ORESPECTIVE 5UBC0NTRACTOR,5 5HA1_L B `�E / 1� �� `qg�F•CO`z � DP,AWIPJG BY: CD RESPO(v5!BLE FGR ADFQUA.TEI.1' BPACING AND PROTECTING ALL 6' WORK DURING CONSTFUPCTION AGA.IN5T DAMAGE, BREAKAGE, COLLAPSES. �' CHI1 BY: 113C DISTORTIONS, AND D15ALIGNMENT ACCORDING TO ALL APPLICABLE CODES, STAfJDARDS, GOOD CONSTRUCTION PRACTICES. DWG No: n w O �ti a 5. THE ARCI ILTECT ACCEPTS: NO RESPONSIBILITY FOR THE WORK NOT 063734 S T RUCT[_D ACCORDING TO T HE5E PLAf15 OR NOT UNDER 1115 r OPES I° CON PERSONAL 5UPF�RVI510f J PLOT PLAN T-00 I • 0 0 I _-------- ------ -------- � �c LA N E I P @ 16" 0.C. 1120 THRU )12"0 LAO BOLTS BOLTS @ 16" 8.:01.5 3 -,- - - U N1-FORMLY DISTRIBUTED LIVE LOADS NAILOINGwill' EE3 D U1 L SIMPSON ELITE D RAI`T ` NG tf- A `_ _ _ (IN POUNDS PER SQUARE FOCI) UVE LOAD JOINT DESCRIPTION OF COMMON NAILS # OF BOX NAILS NAIL SPACING U21 0 PSON 13C4 W/ DOUBLE JOIST HGR. 16" EXTERIOR BALCONIES 60 2 0 LAG. BOLT W/6-16D NAILS @ POST (ONE 40 ROOF FRAMING 12" O.C. E.A. SIDE) HOME DESIGN5 NC Qq: DECKS RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTERI —_ ----- 1 .-- - SIMPSON AB44 STANDOFF POST BASE SIMPSON G3 1 -455 - 1 G42 40 -8d -10d PER RAFTER W/6-10D NAILS P CIE NAILED) STRAPPING @ 16" rFIMF ESCAPES 3 CEILING JOIST TO TOP PLATE (T 3 5/8" ANCHOR HOLT 50 EACH LAP PASSENGER VEHICLE GARAGES I , I _aW_PSON 1212T 2 0 LAG CLG. JOIST TO PARALLEL RAFTER (FACE NAILED) 5-16d 5-40d S! N LA. SIDE LUS210 imp'So B RIAN CCS LLIN5 , P . E . 10 BOLTS P16" ATTICS WITHOUT STORAGE CLG. JOIST LAPS OVER PARTITION (FACE NAILED) 5-16d 5-40d EACH LAP U21 0 SIMPSON HGR. Oq 16 U210 WITH 20 PER TIE @ 16" 59 WILLOW 5TREET ATTICS IH STORAGE COLLAR TIE TO RAFTER (FACE NAILED) 3-8d 3-10d ¢�LUS210 HGR. GARDEN CITY, NY, 1 1530 40 /Gj ROOMS OTHER THAN SLEEPING ROOMS BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END--- 1� PORCH/RAFTER/GIRDER RIDER CONNECTION DETAIL 30 3-1 6d EACH END PORCH /DECK MOUSE CONNECTION DETAIL CONNECTION DETAIL n1s. TEL:(5 I G)74 1 -0053 SLEEPING ROOMS 40 RIM BOARD TO RAFTER (END NAILED) 2-1 6d WALL FRAMING—_ __ / - PORCH DECK/JOIST I`AX:(5 I G)74 1 -0053 STAIRS 6-1 OD TO LEDGERn.t.s. n.t.s. j �T 200 TOP PLATE TO TOP PLATE FACE NAILED) 2-16d 2-1 6d PER FOOT 5-10d TO STUD D GUARDRAILS AND HANDRAILS TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-1 6dJOINTS - EACH SIDE NAILING & STRAPPING @ EXTERIOR WINDOW/DOOR HEADER STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. "SIMPSON" CS20 (COILED STRAP) TABLE R301.7 -- ALLOWAB: DEFLECTION OF HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES STRUCTURAL MEMBERS LIVE LOAD TOP OR BOT. PLATE TO STUD (END NAILED) SEE TABLE 3,5A SEE TABLE 3.5A PER STUD RAFTERS HAVING SLOPES GREATER THAN 5/12 WITH NO N C L/180 BOT. PLATE TO FLOOR, BAND, OR END JOIST _CIRCATION FASTENING SCHEDULE B FINISHED CEILING AT11.1",CHED 70 RAFIER& BLOCKING (FACE NAILED) 2-16d 2-16d PER FOOT BOIJ INTERIOR WALLS AND PARTITIONS H1180 FLOOR FRAMING 7 ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS 1: [IN ACCORDANCE WTH WOOD FRAME CO4-8d 12" MAX12" VAX FLOORS AND PLASTERED C10NCS JOIST TO SILL, TOP PL. OR GIRDER (TOE NAILED] 4-10d PER JOIST CONSTRUCTION MANUAL 2001 IDITIONJ_ L/2410 2-10d EACH END STiU­6i_(_1p_11_11_ 1V_E BRIDGING TO JOIST (TOE NAILED) 2-8d 6 V!,N 6 MIN ALL 0 IL : NOTATION I i��'T EACH END I EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 2-8d 2-10d ROUGH A B C D E F BLOCKING TO JOIST (TOE NAILED) EACH BLOCK OPNS EXTERIOR WALLS - WINID LOADS WITH R�ITTILE FINISHES L/240 BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d 0 >< 2: 0 BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST >< D 2'-0" 2 1-2" X 4" 1 1 1 1 LI-S WWID LOADS WITH FLEXIBLE FINISHES L/120 LEDGER STRIP T < JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST 4'-0" 4 1-2" X 4" 2 2 2 2 C111 Q0 C_11� PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d \ B E 2--2" 6'-D" 6 3 3 3 3 BAND JOIST TO SILL OR PLATE (TOE NAILED) 2-16d 3-16d PER FOOT ANCi-101? BOLTS CD —C 1--2" X 6" 011 2-2" X 4" C-1) Z11'_8` O.C. 8'-0 8 —oR 3 3 3 3 1-2" X 6" ROOF SHEATHING _ i 8d 10d SEE DIAGRAM __F 10'-0" 10 2-2 X 6" 4 4 4 4 STRUCTURAL PANELS L -MBEDVLN] NTO ('ONCRE _F CEILING SHEATHING NiVI . 7" F \,� I; 12'-0" 12 2­2 X 6" 5 4 5 41 -)" AND El,,]D NUT SETUP GYPSUM WALL BOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7'$ EDGE - 10" FIELD %,�13" SQUARE 1 -` WALL SHEATHING NOTATION: 2, ANCHOR N101FD H-P,1 IN ARE N13-i TO BE USED FOR STRUCTURAL PANELS 8d 10d SEE DIAGRAM I _) D L A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE I PACE 316) OR REPLACED 33'� I1,DL` DOWN" FOi\) SHI-ARWALLS B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (TABLES 3.238, P. 193) GYPSUM WALL BOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7" EDGE 10" FIELD C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLES 3.23C, P. 193) FLOOR SHEATHING 3 — I - ANCHO!� B01-T i'� TO Pi- I_OCA�EPJ BETVvELEN 6" VIN. D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER -------------------------------------------- STRUCTURAL PANELS 1" OR LESS 8d 10d 6" EDGE 12" FIELD TO 12 MAX, FRO�,�!, _NDS OR ("ORNE-RS @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316) STRUCTURAL PANELS GREATER THAN 1" 1 Od 16d 6" EDGE 6" FIELD E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLES 3.22F, P. 191) ASSUME DBL. HDR. F- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) /� ---- ---- --- -- --- - ------ �� - - - - P EA. SIDE (DOES NOT APPLY TO DOORS] (TABLES 3.8, P. 157)& (TABLE 6A PAGE 316) ALL STRAPPING TO BE 1 x 20 GAUGE STL 4 "SIMPSON" EQUIVALENT CS20 (COILED STRAP) \ L �-- // / / / —HIP RAFTER �cr-� T RAF ER HEADER SIMPSON AB44 ROOF 'I m i / / i/ HIP JACK RAFTER BRACKET FOR RAFTEk, ROOF J< 44 POST OR 3-2" 1, �\���� i TAIL RAFT F R SHEATHING DOUBLE TRIMMER RAFTER TOP PLATE BEAM 4 i Ii �. j VALLEY NAILER L T_ SIMPSON H2.0 5-81) TO RAFTER AND 5-8d TO STUD il, UPLIFT 335# CARRIAGE BOLTS HEADER �A GRADE I II DORMER RIDGE DOUBLE GALVINIZED DORMER RAF Ile, x 16" LONG STEEL TER Yll impsora Strong-Tie / �y\N�I ,\ I� - JOIST ANCHOR BOLT H2 FASCIA 1_­"�7�4 18 ONCRETE PIER DOUBLE PLATE----- FOOTING HEADER 2X4'S WALL STUD WOOD OR STUD STEEL BRACING SHORT HEADER RAFTER HURRICANE TIF CUT Use every oti�pr nail, hole SCALE: N.T.S. < IN LENGTH PLYWOOD the i in C row to provideiFLOORING code-reredrydn: SUE Num center-to-center 111a'' END LENGTH 2 X 4 JOIST Spacing for rail SOLE LSTA 18 STRAP WITH 14 10d AT EACH RAFTER PLATE FIRE-STOP HEADER 1 1 LSU26 WITH 6-10d TO RIDGE BEAM SIMPSON BCS2-2/4 CLEAR PLADE AND 5x1 1/2" POST CAP SPAN DOUBLE "I _WO 2X4'S PROVIDE STRAPPINC, JOIST AT ALL STUDS LEDGER A USE 6-16d COMMON CARRIAGE '\�STUD 6/ NAILS EACH SIDE @ TOP --CRIPPLE RAFT'R OF BRACKET END // ---DOUBLE HEADER �Irov:c�e mi�,.imu ENGTHI it k, I �' / . end distance HEADER PLYWOOD USE 3-16d COMMON 7' L DOUBLE SUBFLOORING 2X6 NAILS EACH SIDE @ Equal I FLOOR JOIST p., SILL 1 'ell BOTTOM OF BRACKET In each endl SImpson Stronc—Tie PLATE FIRESTOP C� CS Coiled Stir p SILL S�mpson Strong- 4%4" POSTS STEEL BEAM RCWB HEADER 112' ROUND --- -------------------------- RAFTER TO RIDGE CONNECTION PR(DJECT _EEL OR S I RAFTER SIMPSON STRONG TIE ANCHOR BOLT STY) NILic -__--- / __1 'ALE: N.T.S. 2'-0" O.C. MAX (2 WOOD BRAQ SC HURRICANE TIE MODEL NO. H3 Post size by 3'-8" O.C. VAX (I Sly) ,/!- ( Designer VIVINETTO RE51DENCE r 9- 1 0 ----- ------------------------------ TOP PLATE ADDITIONS ALTERATIONS HDU -Z FOUNDATION WALL '*'Minimum CONCRETE OR MASONRY 2595 'AT- 115 AV[ HDUS seven boIt 0 --- diameter-, to achieve table 1/2" ANCHOR BOLT IN (HDU2, HDU8, 5OUTHOLD NY i Threaded aocads. This CONCRETE FILLED MASONRY. HDU1 1, and HDU14 I dt Rod distance 1-, —0 0 �Ilrl A designed into 2'-0" O.C. MAX �2 STY� similar) o holdown, 3'-8" O.C. MAX 1 STY 0 0 TYP. SICANE TIE DETAIL or jGjsDistance may he PLYWODSHETFlo G ATnirreosed without ----------------------------------- CORNERBRACES FRAME, Preservative-treated barrier 1 0 o NOT TO CALE GffeCt'ng may be required for load Cap"City, OTHER SHEATHING MAY BE NON-STRUCTURAL connectors in contact with Install provided the Washers anchor nut is preservafive-treated wood not aver-torqued, NOTE- ALL FRAMING DESIGNS BASED ON: which could split AMERICAN FOREST AND PAPER ASSOC. (AF&PA) the stud WOOD FRAME CONSTRUCTION MANUAL FOR ONE- Simpson Strong-Tie AND TWO-FAMILY DWELLINGS (WFCM) 0, HD5A CONTRACTOR TO FOLLOW THE GUIDLINES SET 5EAL f 51GNATURE FORTH IN THIS MANUEL AND REFER TO CHAPTER 3 T F: 01 _"5__ 16 OF THE MANUAL. FF,0JL(_T 11o: 201 G-02 PROVIDE STRAP ANCHORING THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE N E Simpson Strong ?ieDPAWING DY: CD TA N CRITERIA CMN�N AT ALL WOOD STUDS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS TECHNIQUES, F.Coz /-\B [-E R �501 , 2 ( 1 ) CLI-MATIC AND G-EID-GRAPHIC DES C7 AROUND THE SILL PLATES SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 0 c Ii r, BY: 13C ---------- CONNECTION WITH THE WORK. ALSO FOR ANY SUB CONTRACTORS OR ANY OTHER GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD PROVIDE STRAP TIE -UP ON INSIDE- OF STUDS PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM DWG No: UNDERLAYMENT FLOOD HOLDOWNIS Al ALI CORNERS TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SNOW DE. IGH ANCHORS FROM FOUNDATION WEATHERING FROST LINE TERMITE DECAY REQUIRED HAZARDS UP TO WOOD STUDS THIS PLAN IS APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION [)[1-F D, (MPH)H' CATEGORY DEPTH LOAD SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, 063734 fi OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH D' MOD. TO SLIGHT TO 905.2.7.1 VPL4 SEVERE 3 _O" YES N/A APPLICABLE CODES. A--005 . 00 1 20 1 120 11 EXEMPT HEAVY VOID. NOTATION _;CU GH OPN S I . ELITE DRAETI NG � 0 . O NOME DESIGNS INC G3 1 -455 - 1 G42 r DIVISION i : GENERAL_ REQUIRE'yIENTS : 2 1 .) THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK L.) PLl ,FOOD: J. TOP CHORD PLANE: PROPERLY INSTALLED PLYWOOD DIVISION 1 5: MECHANICAL p F 2.) PROVIDE BASF PLATE FOR ALI. STRUCTURAL jTFEI_ BEAMS BEARRJI Of 1 COI I- BRIAN COLLIN5 , 1 LTO LEISURE COIv1FLIANCE WITH THE CONTRACT DOCUMEPITS' CPETF OR MASOfJRY. PROVIDE STANDARD ANGLE AiICHORS APID IIJSFPJS. 5!ILATIUIG WITI1 STAGGERED JOINTS AND COf'KECTI . �rt'CPK FFPFUPM'FD SHALL.COMPI.1''1JITH THE FOLLOWING: A.) HEATING VEf1TILATCN AND AIR CONDITIONIUG: P . TIES. CLIPS, ANCHORS. STRAPS. HANGERS. F301_T5. BEAPIFIG PLAT FS AND .) A!L F'1_Yb'✓DOD 5HA1 L BF DOU BIAS i IK AND SY I,%J i F:E NIANUFA.CITURED AMD FLAILING SHOULD ADEQUATELY BRACE THE TOE' CHORD A. THFSF GENERAL NOTES UIT-E55 OTHERWISE NOTED 22. THE ARCHITECT HAS NOT BEEN RETAINED FOP THE DESIGN OF THE ELECTRICAL. - \ i F= S = F I )!('ATI 5 / �, _ _ � ) OTHER HARDAARE AND FAJTEfIING D,_VICF_ A5 fv1A1 PE PLQJIF„_D OR NL � _D (;R -, )I_) I! Ar O„r;,^^!J(-,: V,'-!1 !! ` l'f' 'i )�I �, A � )AF' ) '', �'^ )%.' PLAN. I10JtEVER. WHEN GABLE END TP,U.»E5 ARE I .) ALL WORKSHAI_L BE IN FULL ACCORDANCE WITH ALI CURRENT COUF�. AND 59 WI ON PLANS OR 5PFC1F ICATION5. HEATING, A.C.. OR PLUMBING SYSTEMS. CONTP,ACTOR 15 TO PPOVIJF AS PER ON I THE ARCIIIFFCTURA,L DRAWINGS. AC t ,< >. OI.L T t,t �_, FC,. GARDEN FF WILLOW STREET STATE, COUNTY, AND LOCAL ORDINANCES. COfI`)IRUCROFI Allf-) lill)USTRIAI I'It'1✓OOD`. USED, CONTIFJUOUS 2X4 BRACES SHOULD BE INSTALL- PEGULATONS OF THE GOVFRHING AGENCIES. ljAl\�LIV CI i i NY I 1530 B. DF516fJ CRITERIA IN REGIONS WIiERE THE BASIL r r C F�,- i , ED AT A 45' ANGLE TO THE TRU-95 FRAMING. THESE 2.) MECHANICAL SUBCONTRACTOR,TO SUBMIT SHOP DRAWINGS INDICATING DUCT ' ' E_F)5 F A P EXCEED I I 0 MILES PER HOUR 3.) AL I_CONtIFCTIOFJS SHALL BE AIDC STANDARD. 2.) FAC,1 Pl Y1v )D1.) 511EFF F 5!1A1! F,EAF TtiF "AF'A' GF'ADE A:)rM4KF,. BPACES SHOULD OCCUR AT 3 POINTS ON EACH GABLE LAYOUTS, CONDENSER LOCATION. DUCT 51Z_E5. ETC. TO ARC(!I1 ECT PRIOR r\ WIND �Pr_L( � FOUAL O, - END: Lv11DSPAPJ BETWEEN ROOF CEfJTEP,-!_TILE Al ID TEL:(5 I G/�4 1 -0053 51IALL BE DESIGiJFD 1FJ ACCOKD.AiICE WITH "MINIMUP✓1 DESIGN DIVISION 3: CONCRETE _ - TO INSTALLATION. MSCI IAiIICAL SUBCONTRACTOR TO REVIEW STPUCiURA[. /n�\�// ��^^ -7 �1 DIVISION G: 3.) A!_L .ND JOINT` _.H,\L.I. E) cTA�>GEF.FD APIC SHALL SUIT A,LOFJG 1HF CF:ffTl_P, WALL OPJ EACH SIDE OF Cf AND AT CENTER- SHOP DPAWINGS AND NOTIFY THF ARCHITECT OF ANY MECHAHICAI AND 51 RUCT- ffAX: 5 I b / 4 1 -0053 LOADS FOR BUILDING AND OF HER STRLJCFURES" BY THE _ LINE`S OF FRAf�IifJ:" I:-iFML!=R_�. LINE OF ROOF. A.) GENERAL : � URAL APID DESIGN R1TFIJT COLIFIICTS PRIOR TO COPISTPUCTION. AMLKICAN 5001 _Y FOR CIVIL ENGINEERS (ASCE 7). A.) l_Ulv1BFP GRADE 1 ,) THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS : 4.) Tt1F FACE GF.A,IiI Cf-TtiF P['r%tiCC)D SHALL. BF [AID AT RJGHi ALICt[_S TO b. WFB MEN-1F)FR PIA115: PROVIDE CONTINUOUS 2 - 3.) At T ORO;SHAT I LF DONT i!1 A NEAT AND WCRI`I OF !F,F OFT'ANU SO C. BUILDING CODE OF fJFVb'YORK STATE 9 THF JOISTS A.PJD TF:iJ55'5 A!JD Pt'\.R,MLEI TO THE STUDS. o AS TO NOT IIEEDI_FSSLY HAMPER THAT PORTIOf l OF THE WOP.K F'EF11 -) , 1FD I .) ALL LUMBER SHALL BE, UNLESS OTHFRU'✓151 RIOTED. NO. 2_ GRAD(_ . HFf��-TIF: 4 BRACES AT 45 ANGLE FROM THE BOTTOM CHORD ENERGY CONSERVATION CODE OF NEIN YORK STATE. BY OTHERS, ITEM MIN. COMP. STRENGTH Miff. AGGREGATE 5 LUMP UVITFI THE FOI_I OWING UNIFORM STRUCTURE VALUES. GRADIFJG SHALL COMPLY - OF THF TRUSS. THIS BRACE SHOULD CR05S AT c-r - - WITH P5 20-94 "AMERICAN 50FTWOOD LUMBER STAPJDAPD" AND AFF1 'ABLIF 5.) f,lA11_5 SHALL B'PLACED 3/3" I,11PJ11,,lUfvl FFO[d THE EDGE CF 1-1-IF SHFFTS. D. AI_L APPIICABi_E LOCAL-AND 5 ATE CODES, @ 28 DAYS (F5I) 517[ rT r! „1 LEAST ADJACENT TRUSSES AND TERMINATE AT Pi.) PLUMBING: ORDINAPICES AND REGULATIONS. WESTERN WOOD . .� , ).) t) ^ ). 7.t UDINC) ALL,APPLICABLE THI- I`�11!JIMLJI�1 I,/ II PFI C F'/ i (_)r IfJTC) FRAPAING i.l-f✓1P>ER`) SHALL L3F I" THE TRUSS RIDGE. SECURELY NAIL_THIS BRACE 5!- ,� , , � � I .) ALL WORK�,IALI_ BE IN FIJLf_ ACCORDANCE `J�'ITH ALl_CIJF;PC:f IT C�ODF. Ai 1D ADJUSTMENT (ACTORS• F-Of'.(5cl FLAIL_ Ff IF) I -3/8 FOr. ;GU i1AII-5. CROS5[5. c REGULATIONS OP THC- G()VFPiIIHG AGC-I ICIFS. F. IN AREAS WHERE THE DPA`A'IfJGS CO NOT ADDRESS FOOTINGS 3000 Y-I/2 4'±1 � TO ALL N1EMBEP� IT CRO_,SCS. If L�TALL THIS P�RACIFJG SLAB-ON-GRADE 3000 Y-1/2 4"± 1/2" A. EXTREME FIBER EF_HDING STRESS: Fb-850 AT ALL GABLE OF),END WALL_CONDITIONS AND AT N'1FTHODICAI LY, THE COlITRACiOR SHALL BE WALLS 3000 Y-1/2 + G> . ) S- G.) A!L F!_OORS 5tl ',t L BE GLL;L1) AIJD II .It ED 1,1vTI­! APA APPROVED ELASTOMFRIC I FOOT MIt11 MUM INTERVALS THROUGHOUT II1E TRU55 2. ALL WORK YHA[I [3E DONE III A P'= f!!) �,- _ BOUND TO F'EPFOF:M :N STRICT COMPLIANCE GARAGE SLABS 4 - 1 f 51 (REPETITIVE NL MBER U. E) ) J! ATA .I 1NOF,K� . -I IRF NIAFJNf_8. F) 'vi GARAGE STRUCTURAL ADi1F51VF AFI;) ,°,D COf 1F"ON, r(r10OTH. OF. RJFJG SFIA!JK 1JAll_5 WITH MANUFACTUP,EF'S SPECIFICATIOH,5 AHD,'OR � EXTERIOR 51_AI35 3500 Y-1/2 4"- W/5" B. HOF'IZENTAL SHEAR : 75P51 , T 1_ ! SYSTEM. AS TO NOT HFFI_17551 Y i IAMPEf'THAi PORTION OF TI IL WOF,K PF PF C , . ) F,ECOP IP,JENDATIONS. AIR EIJTRAIN1v1FfJT C. COMPRESSION FFRPFfJDIC[JLARTO GRAIN _�I ACLD G' O.C. AT PAllf- EI G.._ ..I IL 0° O.c.. A If,TER.fr1EU,A E BJP BY OTHERS. F, 0'1`3. Pct= 405 PSI C. BOTTOM Ci10PD FLAP1E: PROVIDE CONTINUOU`5 2 3.) FLUMBIIJG SUBCOHTF'ACTOR TO RFVIE'A/STRUCTURAL.AND MECI1AMCAL DF',AWIIJ(;T_) D, COMPRESSION PARALLEL TO GRAIN FC X ,I BRACES ON TOP OF THE BOTTOM CHORD OF ALL F VERIFICATION r)1 � I 2.) CONCRETE WORK SHALL CONFORM TO ALL PEOUIRN1FNT5 OF AC I-3 1 8-LATE5T EDITIOl I f,1.) COKIIFB 5KACIf JG: k;00F TPU55E5. THREE ROWS MIHF,/1Ut✓1 ARF h'.EQUIRED AND NOTIFY THi: AP.Cti[TFCT OF ANY PLUfd181NG. HVAC, STPUCTUPAI_. Al1D 2.) ON-.�ITc VERI,1(.ATIC,PJ Of AI_L. MFfJ.�lOP�3 AND CONDITIONS SHALL 1300 PSI BE Tt1E PESFO!JSIB!LITY CF Tt iE GEPJERAL CONTRACIO�A,ND HIS SUBCOfJ AND ASTM C 1 157. SPECIFICATIONS FOR STRUCTUKAi_CONCRETE FOR BUILDINGS. E. MODULUS OF ELASTICITY : E = 1 ,300.000 ['51 LOCATED AT THE t/4 POIf•ITS OF THE TRU55 SPAN. DESIGN RITFFJi COIIFLICTS PRIOR,TO CONSTRLICTIOf I. TRACTOR::. ! ,) UNLF55 OTtIFR`A'!5E NOTED. BR'''':1 F.XTFP.IOR CORNERS OF 151 ILDILIG WITH SECURELY NAIL THESE BRACES TO ALL MFMBFeS DIVISION I G: El_FC1 RICAL_ 3.) ALL PFltIFORCEMENT, ANCHOR BOLTS. PIPE SLEEVES AND OTHER INSERTS o ! x I DIAGOHA[5. I FT 11116 STUD.!, C)R WIFH 4 X 8 FI AVOOD 51-IEET OF iHICI\- THAT IT CROSSED. 3.) NOTED DIMENSIOFJS TAKE PPECEDEPJCF OVER SCAT F. fIFVCF�SCALE SHALL BE P05111VELY SECURED IN PLACE AND LOCATED ACCORDING TO E. PJOISTUPE COFITEPJT : 91� MAXMIUN,1. __ DIRECTLY CRCL✓1 UPA',�,'1f IG5. COf[T F ACTOR SHOUi_D CONSULT ARCHITECT THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS BEFORE CONCRETE !'11:5`3 lO MATCH T!!AT )F 5H"-ATi11.`,'G. OR �A%,li i Mf AI. 511�'J,1' Df-VICES INSTAL- I .) ALL WORK SHALL BE III FULL ACCORDANCE WITH ALL CURRENT CODES AND 5.) WOOD Fl_OOK TRLJS5E5 . IF,! CASE OF QUL"STiONS. I5 PLACED. 2.) OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPCECIES SHALL MEET LFD IPJ ACCOPDAi!,:E NJITh P,1P,fJl IF-AC_-i URFI'S 1fJSTRU�:TIOI15 (I G GA. COMI'R!':3- SHALL COMFI_Y WITH THE REQUIREMENTS OF THE SERVING POWER AND TELE- `3IO1J T[fJS!OPJ) .) FLOOR TRUSSES TO BE MANUFACTURED AND INSTALLED IN STRICT ACCORDANCE PHONE CON1PAfJIES. .) THF. GENERA[ NOl ES AND TYPICALDETAI!.S APPLY 1 HROUGtiOI.1T THF OR EXCEED REQUIREMENTS NOTED ABOVE. • ! 4 B.) REINFORCING STEEL_ : WITH MA!JUFACTUPER'S RECOMMENDATION. A!_L 5PAN5, JOIST DEPTH AND 2.) ALL WORK SHALI BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO JOB UNLESS OTHER,WISF NOTFC OR,5HOWN. 2.) IAP PLATT 5 AT A'!, COPN[-"5. SPACING TO BE VERIFIED BY MANUFACTURER'S. SHOP CPAWINGS INDICATING I .) REINFORCING _TEFL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORwIED _ AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED S I - CAI CUL_ATIOiJS, LOADING. LOAD TEST DATA AND ANY OTHER INFORMATION 3.) P✓015TUPE COf!TENT: ALL I_UMBEP,4" AND DEEPER SHALL HAVE A MOISTURE= J.) NAILING BY OTHERS. 5.) DISCRFPA,iJCIFS: THF CONI RACTOP SHALL CCfv1FAPF P,iJD COORDINATE BARS GRADE 60 CONFORMING TO ASTM A G 15. U�'El_DED WLR[ FABRIC SHALL �, �_ _�. ALI_ DF.,MVI!J,�S. WHEP.(- !N T!IF OPIHlOfJ OF T!!F CONTK�CTOR, A DI5 T P, CONTENT NOT GK[ATER THAN 19%. AIR DRIED I_UfviBLR IS DESIRED BUT IN THF EU SHALL d I SEALED BY N PROFESSIONAL ENGINEER REGISTERED _ _ , ^ _,� _ �, T CONFORM TO .1 A- 185. SEE ARCHITECTURAL DRAM(NGS FOR SIZES AND _ �,�_ DRIED. _ � _�� _ IN THF JURISDICTIOFI WHERE CONSTRUCTION IS TA[ IP.1G PLACE. TRUS`3 3.) INSTALLATION: CPCF'!,NCY EXISTS. HF .-HALL F'ROM1PTtl I IOTIF THE !^ CHITEC, If 1 LOCATION. NOT NCCE��AP,Y. LUMBER PvIAY BF Kll_N D„IED. HOWEVER CRYING PROCE� 3.) ALL fIAILIPJG SH!\LL BF iiJ ACCOF'.17r'•;1Ct 'vVITH SECTIOPIS :!02.3(1) AND 8,602.3(2) - WPITING F_',FFOR.F PROC:FFDING ',A'ITH THF WORK OR HE SHALL BF RESFON- MUST BE SLOWAND REGULATED TO CAUSE A MINIMUM AMOUNT Of CHff L-nf 1G. � MAPJUFACTUPCR SHALL VERIFY ALL SPAN�.DIMCN�IO1JS, BEARING P011JTS S!BLE FOR THE SAF✓:E AFJD ANY FIDiKECT RESULTS Of= HIS ACTION. COf✓PARF+BLE Iti Il H AIR DP,IED �l OCR. A_, 'A'FI L AS TABt E`� PGO2.3(I)?HFC,;!Cil1 '.602.30}) OF T'1F Rf51DLHTIA1 CODs OF SPACING. ETC. FABRICATOR MUST 5U5N11T TWO 5E15 OF COMPONENT SHOP A.) ALL EQUIPMEI IT INSTALLED OUTDOOR AiJD FXP05ED 2.) DETAILING. FABRICATING AND PLMANU OF f STANDARD PR CHA[J_ O IN IF'Jd YORE,STAT L: OF; IN A"CI=%?['AI J, IL 'r'!1"L !,5(7i �`:FP 1O T;IL "FA'-TEfJER DRAWIiIG5 AND TRUSS LAYOUT PLAN, EACH SEALED dY A PROFF5510NAL TO WEATHER SHALL BE WEATHERPROOF. �� �_ .�, � _ �: , ACCORDANCE WITH ACI-3 15 MANUAL OF STANDARD PRACTICE FOR DETALING � ^ �.-, ,, ,; r , 1 '-I DRAWING' A P IFICATIONS 5HA,_L - - _ _)CHLDUIF FO. _�I!.LJCTL;f A[ P;J[!;11 F""r" C)f! tIPA'A'li!G C-2 F(Jr. FUF'THFh; IfJFO8.Pr1AT10FJ)FfJG!fJ P F' S R 'F G.) O, L�.�ION�: AB...F, TLCTI_RA. L RAJv!1 G� Ni, � EC REINFORCED CONCRETE STPD I F;+;-;511 UF�.I BAK5 Ai ✓ l _ 4.) ALL LXTER.IOR I UMBER AND LUMBER IN COfJTACT'J�ITf i MA�OIJPY 0R COPICPL!L EE� .EGI� TF .FD I J TTI,_ JURI5DICTIOfJ WHERE THE CONSTRUCTION BE CON51PF'RED AS PART OF]-HE CONDITIONS FOR THE WORK. IN S B.) BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE THE EVENT T'riAl CFKTA1fJ FEATURES OF THE CONSTRUCTION ARE NOT - - - NCE WITH (.FZJ I �TANDARD�• SHALL BE PRESSURE PRESERVATIVE TREATED IP.I ACCORDAIICF WITH Al,/IPA i� TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATIOfJ, ONE FOR AP,CHI- FUl_IY SHOVvN CN THE DRAW!FIGS, CUPREFIT NATIOLiAL, STATE AFJD LOCAL STANDARDS AIJD STAMPED "GROUND CONTACT 0.40 L13S./CUBIC fILI". �' TFCT'S Rt_COPDS AFJD ONE TO BE RETURFJED TO COIJTRACTOR AFTER REVIEW. LOCATE D 5" ABOVE COUfJTER TOP UNLESS OTHERWISE O.) F I, L _�TOPPILJG: NOTED ON DRAWINGS. CODES, ORDINAF,ICES. REGULATIONS OR AGREEMENTS AS WELL AS CURRENT 3.) ALL REIHfOPCING BAPS WHICH INTERCEPT PERPENDICULAR ELEMENTS 511ALL ACCEPTABLE BUILDING PBACT[SC�, 5,!ALL GOVERN, AND THEIR CONSTPUC- TERMINATEINCHES CLEAR FROM 51DF5 # TOP GRADE STAMP`S SHALL APPEAR ON ALL LUMBER -"_ G 1 „ n„nF! I -- 2.) STERE TRUSSES ABOVE GRADE TA WOOD STACKII I_ TO PREVENT CONTACT C.) RECEPTACLES SHALL BE INSTALLED BASEMENTS) TION SHALL BE OF THE SAPv1E CHARACTER A5 FOR 51fvllLAP CONDITIONS IN HOOKS, PLACED TWO T I C S 5.) ; ,) O ,C STOPPI�l _ HA L PF PF",,1,/I , - I O CUT OW H COFICI AI ED D l[5L V'ITI1 BAKE EARTH. COVER WITH TARFAULRJS TO PREVENT EXPOSURE TO AT 12"ABOVE FINISH FLOOR 18" IN BASEMENTS AND I " OF ELEF✓1FNT � (3) INCHES FROM BOTTOM. >>- F �. ,T , � � � F „� , � ( ) 2 0 O.C. THAT APE SHO'WF1 OR RIOTED. c CF FP•llUG 5 (BOTH EP.i;.Al_ i,If HU _4'C)NFF', WITH KIN (NAL OINiS[R THE FLEE,-1ENT5. ALWAYS STORE UPRIGHT ESPECIALLY IF STACKING, HORIZONTALLY, ALL RECEPTACLES WITHIN G'-0" G.) STORE ALL LUMBER ABOVE GRADE AND PROTECT FPCLv1 EXPOSURE TO OF: 2 1 FIICK:iJE:,i,I-:�, Ut I" WC)I,1R i�"^'!_ i I!P:'iBt:P. �,1'ITf1 BR'OKEIJ LAP JOINTS OR 7.) THE ARCHITECT WILL NOT BE RESPONSIBLE FOR A.ND WILL NOT HAVE � WEATHER. R)'.;F_ V1JFK!Al HORIZOtITAI_LY OF A SINK LAVATORY OR TUB SHALT_ CONTKOt_OVER CONSTRUCTION N/FANS, METHODS. TECHNIQUES, SEQUEfJCE� ) THE CONTRACTOR(4 )SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST OTFiF-P AF P, C D BE WIRED TO A GROUND FAULT INTfRKUPTED CIRCUIT. FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE POUR. PCO CONCRETE DIVISIOFJ 7: THERMAL_AND MOISTURE PROTECTION OP FROCFDUFZES, OR FOP SAFETY FPECA,UTIONS AND PROGRAMS, IN COPJNFC SHALL BE POURED INTO FOOTINGS CONTAINING STANDIfJG WATER OR MUD, B.) FLITCH BEAMS TION WITH I FIE WORK, At 1D WILL f IOT BE RE5_FONSIBLE FOP,THE FAILURE FOOTINGS SHALL BE DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO P.) A.,, PJMFi;T: A.) ROOFIi1G: D.) WALL SWITCHES TO BE 48" ABOVE FLOOR. OF THE CLIENT OP,H15 CONTRACT ORS, 51-J13-COLITRACTOR5, OR ANYONE CONCRETE SHALL BE PLACED UI 1TIl_ALL REINFORCING HAS BEEN INSTALLED n Q 7 1- r - r WORK c c HAVE- -! WITH v11 . I _ ) F G c - `� 1 1 1 i ? !,,I r , - F. e, c e` PERFOP.,v11fdG ANY OF �t,t_ 1I�OF,K,TO C,AR.,Y OUT THE tifO,.K IN ACCORDANCE BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICAL. ! •) FLITC.I BFAM.> SHALL HA J,_ A MINIMUM FL I X00. E .4 � I�H f N /?" AI_L RA,F F._ .,✓ A..lI. JJISI I ,_, ,,II Its ,• >,,, JPf (,.�I I I 31U.. � _.I LAI,_ l AF AT I ,) ASPFIAI_T .PHIL!GEES: TWENTY- FIVE (25 YEAR SELF")EALING SHINGLES OVFK E.) Al_l_�tAOKE DETECTORS TO BE WIPED IN A MANNER 'A✓ITH THE APPROVED CONTRACT DOCUMENT. BOLTS LOCATED fIOT CLOSER TI1APd 2" FROM THE TOP AFJD dOTTONI EDGE LEAST SIX ((-,) !11(-,11FS AND C'11�F IKFD iOc_,Ci lii-R. I LAYER OF 15# A5PI1A1T SATUP,AiED FELT ULJDEPLAYMENT UNLESS OTHERWISE SUCH THAT THE ACTIVATIOI OF ONE Wit t_ACTIVATE 5.) MINIMUM PROTECTIVE COVER FOK REINFORCING STFEL_SHALL BE AS PER UNLE55 OTHERWISE NOTED. T!1FPF 511AI I_ BE A BOLT TOP AND SOTTOhv1 All. 8.) ANY AND ALL DF'.AWINGS AFJD SPECIFICATIONS FOR SITEA'ORK, PLUMB[NG 2" FROM EACH END 5EE TYPICAL FLITCH PLATE BOLT PATTERN DFTAIL). ` ) '='Af.- If !:r ) I I ^i p lc,- I F I NOTED. IfJSTALI ACCORDIL'1G TO MANUFACTURER`. INSTRUCTIOL'JS. \, ACI 31 8 AS FOLLOWS: ( Ib'HEP1 F, 1 J LfJU Tr") JC JO"I`> t F C t Fl T >G_T 1[P Bti'META,( 5UF FLY OR 1h ASTE, ELECTP,ICAL CIRCUITRY, AFJD HEATING, VENTILATING, STRAPS. 2.) ICE PROTECTION: PROVIDE A SELF ADHERING POl_Yfv1CP MODIFIED BITUMEN SHEET FIRE/ BURGLFRY SYSYTENJS. CABLE/ TEL[PHOiJE. MINIMUM COVER C.) J015T HANGERS: FABRICATED TRUS5E5, AFDC AIR CONDITIONIiJG SYST FM5 ARE NOT A A. CONCRETE CAST AGAINST AND (ICE SHIF!_D) THAT 15 TO EXTEND FROM THE EAVE'S EDGE TO A POILIT AT LEAST 24" PART OF THF PROFESSIONAL SERVICES PROVIDED TO THE CLIENT BY PEPMAND1TLY EXPOSED TO EARTH. 3" � 1, 0.) PAFJI1I0115: THE AKLHITFCT UtJLF55 INCL IJDED UNDER:THEIR AGREEME=NT. ANY ) ALL PUPLIPJ�. JOISTS AILD BEAM. NOT FRAMED O/CP 5lJ PORNiJG f.iFF,-1P)ER.>> INSIDE THF FXl PRIOR WALL IJNE OP THE BUILDING. DISC.PEPAHCIES WITH T HESE DOCUMENTS BY ANY OF THE ABOVE LISTED B. CONCRETE EXPOSED TO EARTH OR WEA.THFR: SHALL BE SUPPORTFD BY MEANS OF METAL HANGERS. I.) GFi IF-W;!_: SERVICES AS SHOWN IN DOCUMEfdTS PREPARED BY OTHERS 5110U1_D BE ,�, ,� NO6 THROUGH PLO. 18 BARS. 2" 3.) Cf DAR SHAf.ES : #2_ GF'.ADF KED-LABEL CEDAR SHAKES (!8" I X .45"T) NDI-C,-ATED IN WRITING TO THE ARCHITECT IMMI� ._DIATELY• 2.) JOIST HAIIGERS SHALL_ BE F'PIi✓lE QUALITY STEEL WHICH COiJFORNJS TO �,J - c', OVER ONE [AYER 150 A.S.F. UPIDFRLAYMEFIT. IN51/�d L WITH 4/2" WFATHER NO. 5 BAP,, W3 I OR D3 I WIRE, AND 5P✓1ALLER. I 112" n c, �; ,�- a. DOUE�I_E JO!`_;T.`i CF.„FF;,_l.) U!li'f:P.ALL !'A,t\Ll_[L P✓v'.TI P,STM-A52G. MIN. 20 GAUGE. F,.ODUCTS ACCEPTABLE SHAt I_ BE 511.1, 5011, TIOfdS FOR Fl ODP T''I'I-1";'3F`=>, FC_)LIOW f.1ANUFACT UF;ER'S EXPOSURE. APPLY All 1 8" WIDE STRIP OF 150 A. 5, F. OVER EACH COURSE -- 9.) PRIOK TO APPLICATION FOR BUILDING PERMIT, THE COFJTRACiOR WILL C. CONCRETE NOT EXPOSED TO WEATHER KANTSAG. OR EIfJSTRI,�.T!Of, QUIVALENT. OF SHADFS. E)" FROM BOTTOM EDGE OF SHADE EXiFNDING OVER TOP OF F-URHISH THE ARCHITECT WITH TWO SETS OF 51i0F DRAWINGS OF ALL OR IN CONTACT WITH GROUND: SHADES AND OVER SHEATHIN(-,',. PREI'ABRICATED COMPONENTS, Ol'IE 5FT TO BE KETAIPJFD BYARCHITECT, D.) BO[_T5 IN WOOD FRAPAIIJG: >r P F F I - BLABS, WALLS, JOISTS: L., PFO L E BCL ID BLOT ii\M, A? AF O.C. P•F 1 5T. 4.) SAVE FLA5111NG: SEE NOTE B-4. BELOW, THE OTHERSE'i TO BE ��ETU,�IJ�D TO CONTRACTO,.AFTER �E'�r,E.W. ITEMS REQUIRING SHOP DFA1�ti'!NGS INCLUDE BLIT ARE NOT LIMITED THE J015T Af.IC; FI h'=iT iF!Ti-^;;:);; i'AFv CLF[_ LOIS(. NO. I4 AND NO. �8 BARS. /2" ) ALL- BOLTS IN WOOD FPAP✓ING SHALL_ BE STANC)ARD N1ACI11NF BOLiS VrITH 5,) [XTFF:IOR WALLS SHALL HAVER 5 (3-112") KRAFT FACED FIBERGLASS IFISULATION TO ROOF TRU5`1S, F_OOC TKUSSE_. STAIRS. CABINEiS. VANITIES. NO. I I BAR AND 5MALLfR. 3/4" STANDARD MALLEABLE IROFJ 1A'A5f1FR5 OR STEFL PLATE WASHERS. , _F- F T- _ - ,> n , [' , -I r. I F Ai ID ROOF SHALL HAVE 8-38 (! 2") KRAFT FACED FIBERGLASS INSULATION. THE FTC. SHOULD THE )E_IG?: OR COFJFIGURATION OF ANY PREFABRICATED c. _SIJ .,_._ O. IIF 1t_ F ,.Ilu �,I)TIO_ P- .J.U.1 OF UOI13._,. ETC.COtvHC 1I T BE N10DIFIFD C)URIi^'6 CONSTRUCT IOf i FRCP/ PREVIOUSLY BFA,MS. COLUMNS: TOP PLATS N,',U51 BE °�'A.;C:!-RF=D A, r,,lIN!M1.!M OF VAFOR F'�ARF',IER I5 TO FACE THE HEATED SURFACE. AFPPOVED SHOP i I A'All1G. THE APC!11TECT SHALL BF FURNISHED, 2.) STEFI_ PLATE WASHER.SIZES SHAH_ BE AS FOLLOWL: 4' 0„ FKIOR TO FAt)F'!CAT[ON, '.I'[Ti1 PF\/,SEC' SHOP DRAWINGS I"JCOFPORATiNG PRIMARY REINFORCEMENT, TIES B.) FLASHING: I HE R!-V[SION. IF THE AF;CH;TFCT IS NOT PROVIDED WITH THE ABOVE STIRF;UPS, SPIRALS. ! Ill" a. /2" AND 5/C" DIANi. BOLTS 2-I/4" S�. X 5/!G" l _.F ^ - IFJFORFv1ATK)I`I. THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLE) >FI-I :_, _ FL,I_L >c; .!.I _' IP.CC;TL`;'OVEP`-1TU[)S. ) AIL FI_ASHIf•1G. COUNTER FLASHING, Af1D COPING WI1EP1 OF METAL SHALL HARMLESS THE AP('_r Ti-CT FROIV AfJY CLAIM OR SUIT WHATSOEVER, SHELLS, FOLDED PLATE MEMBERS: b. �/4" DIAM. BOLTS-2-518" S�. X _! 6". - � S e. STRLJTUP,/\!- F,'AF'.'Ai;c-)'!'� ..^'R'1 <�'' )h1t:D IF `-)UCi�=TAP!- BE OF NOT LESS THAN NO, 7_G U.S. GAUGE CORRO.`)ION-RESISTAFIT METAL. UdCLLJI 1!JG BUT NOT LIN11TEi% iC), Al PAYP.JEIUS. EXP;-N_?ES OR COSTS NO. G BAR AND LARGER. 3/4" 3.) EACH BOLT HOLE IN WOOD SHALL BE DRILLED I/: G" LARGE-P THAi I DIAMFTEP T!AT n B'' - lff_ !,(', r„ ,^'I-`I, T^,p,1;' D I11CL UDFD. !',PIS[IJG CF'.ALLEGED-1-0 HAVE A RISEN FROI\J F'F:EFABRICATED F . r 'jID i, , (., CEJ,, .I '_,f I. . f 2.) Fl AS!1 ALL EXTERIOR OFENIIJGS AND ALL BUILDING CORNERS WITH APPROVED NO. 5 BAR, W3 1 OP,D� WIPE. AND SM,' _LER /2" OF BOLT. B'r'PROFES'�DIC i L '!,IGIi:i!' :c_)L ! I .EI)TO PF,115' :>F MATFRiAl TC EXTEND AT I FAST 4" BEHIND MALL COVERING. COVER ALL ITEIviS. r !fJ THE: IUPi`>DICi10'! 4^�"'` 'L C:>�;=;T-'.UCTIC)fJ IS C.) FOUNDATIOPJ : 4.) FOR SILL ANCHORS. 5EE TYPICAL_ DETAILS ON ARCHITECT URAL DRAWIHGS FXPOSCD PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. ':O.) USE OF TFIESE DOCIJMFNTS U✓!THOUT WRITTEN PERMISSION OF THE ARCtii_ TA,P".TELE, ! LACE. Of IF '_)IJ� ,` C:r\LC;LII ATIC)f 1'�i TO TFCI- 15 FORBIDDEN. COPYF'ZIGHT ! .) FOOTING DEPTHS ARE SHOWN OIL THE ARCHITFCTIJRAL DRAWINGS. FOOTINGS Bc PROVIDED TO /',,KC OF--, f '�R AFFP.OVAL PlF'J08 3,) STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAUL K WOOD E.) LAG BOLTS: TO COi!`=✓`F UCTI')11. 13EAk/S AND OTHER PPOJ[CTION_9 THROUGH EXTERIOR WALLS OR ROOF SURFACES. SHALL BEAR A MINIMUM OF I'-O" INTO ORIGINAL UNDISTURBED SOIL AND � I 1 .) THE COIJDITIONS AND AS5UNIPTIOf15 STATED IFI THESE SPECIFICATIONS A MINIMUM OF 48" BELOW FINISHED GRADE. WHERE REQUIRED. STEP SHALL_ BE VERIFIED BY THE CONTRACTOR SOF:CONFORMANCE TO LOCAL FOOTINGS TO RATIO OF 2 HORIZON T AL TO I VERTICAL. .) SFIALL BE OF STRUCTURAL GRADE STEEL COPJFOR.f.11NG TO ASTNJ A30%. f. LAP TOP FL,,, AT CL h iIF_F'. 11.) ! JTLKSFCTIOIJ 4 CODES AND CONDITIONS. IN THE EVENT CF A DISCPZFPANCY BETWEEN .) [AVE FLASHIPJG WIZEN REQUIRED SHALL CONSIST Of TWO LAYERS OF 150 THESE SPECIFICATIONS AND LOCAL PU115 OR COfJDITONS, THE COPITRAC- 2. WASHERS SHAI L BE PLACED UNDER THE HEAD OF LAG BOI TS BEARING ON E � . ^,I S ,>> A.S.F. CEMEFJTHE TOGETHER IN ADDITION TO REQUIRED NAILING 24 I CHH TOP SHALL. I NOTIFY"THE ARCHITE!:T !N WRITING OF THE DISCREPANCY 2.) WHERE COiJDITIOIJS DEVELOP REQUIRIFJG CHANG[5 IN EXCAVATIONS,SUCH 7_.) B�.,k.IIJG U✓, I_ OF[ OF;TIPJG Gf1E t LOU .C,k. -LORI_: WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM 2!3 DEPTH OF MEI'vIBERS THE EDGE OF THE SAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES AND SPECIAL ENGINEERING REQU!REMFNTS SHALL BE APPLIED TO INSURE CHANGES SHALL BE MADE AS DIRECTED BY THE ARCHIiECT' BEING BOLTED TOGETHER, a. PAPTITIr>[J_=3 MI!ST BC C_G'Ij ,TRUCTED C)!- Mill MIUM IfJ51DE THE INTERIOR WAIL LINE OF THE BUILDING. TUE BUILDING'S STRUCTURAL INTI_GRITY. 1 2_.) THESE REQIJ!PEMEf ITS MAY BE SUPERSEDED BY fv1CRi= STRINGENT 1HfOPMA_ 3.) ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICAL. 2 X 4 STELES SPAr;FO O.L. OF TYF'F I lJf,iBER. C.) ATTIC VENTILATION: IOP( COPITAIrIFD WITHIN THE DPU', ANGS. THE MORE STRINGENT SHALL PRIOR TO THE PLACIiIG OF ANY CONCRETE. THE BUILDING OFFICIAL SHALL F.) ALTERING STRUCTURAL_MEMBERS: SFFCI!=1FD. BE FOLLOWED. BE GIVEN FORTY-FIGHT (48) HOURS NOTICE FOR THIS OBSFRVATION. 1 .) NO STRUCTURAL MEMBER SHALL BE OMITTED. NOTCHED, CUT, BIOCKED 01-IT b. BY A DOl15LE TOP PIAT F_'i l F.)S TI1APl 2-2 X G' ) ! .) ENCLCSFD ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE ! 3.) 501L CONDITIONS SHALT_ CONFORM TO OR, EXCEED TL-1E FOLLOWING CONDI- OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. DO NOT OF,3-2 X 4' 5 15 U51 D. 11 00K JOISTS SHAT L BE CKO55 VENTILATION FOR EACH SEPFRATE SPACE WITH SCREENED VEi IFIL ATING 4.) 501L INVESTIGATION AND REPORT : ALL EARTH WORK COMPACTION AND OPE JINGS PROTECTED AGAIi15T THE ENTRANCE OF MOISTURE AND PAIN IN TIOiJS: ALTER SIZES OF MEMBER. NOTED WITHOUT APPROVAL OF ARCHITECT. CENTERED DIF;FCFI' O'VCi',AND BELOW BEAPIiI6\, !^.LL ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. SEE DETAILS SUPERVISIONS SHALL BE DONE ACCORDING TO THF RECOMMENDATIONS OF P F THE SOIL IHVESTIGATION REPORT PREPARED BY A UCFNSED GEOTECHNICAL STUDS WITH A TOI_EP/\Wf Ol- NO MORE THAN I" BEARING CAPACITY : MIN. _OOC , �F, FI LD VEPIPI D BY A LICENSED �, Oi•J APCHITFCTUPAL PLANS FOR LOCATIONS AND DETAILS. 51TE ENGINEER, UNDER ALL- FOOTINGS AND ENGINEER. CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON G.) BULIT-UP BEAM_): UHLE`_ 5 .�Uu.�TANJI!,TLD'u'(!=f!GIHLEPIfJG CALCfUI A- UNPEINFORCED 5LAB5. A 2.000 F5F VALUE. IF OiJ-LITE TEST BORING INDICATE LESSER VALUES, T[O115. HOTIFIY ARCHITECT. IN WRITING 50 THAT NECESSARY STRUCTURAL MODIFICA- 1 .) BUILT-UP BEAM5 OR JOISTS FORMED BY A MULTIPLE OF 2_ X MEMBERS SHALL DIVISION.) GLN8: DOORS AND WINDO'Jr_v WATER TABLE : MIN. 2'-0" PELOTA' BOTTOM OF ALL CONCRETE iIONS CAN BE MADE, BE IHTERCCNNFCTED AS FOLLOWS: A.) GENERAL: SLABS APID FOOTINGS. f 00 ING5, FOUiJDATION5. dEARFIG 5FUD IYAl_f__T P,!IN`:," 173E SHLATHFD WITH A I .) ALL WINDOWS SHALL HAVE INSULATING GLASS. OR SINGLE GLASS WITH WAL15, APID 5LAB5. SHALL NOT BE PLACED ON M!NIMUP,1 !/2° SY5TLI.1 V)AF;D FA`_STEPIFD ACCOPJAHG 5.) .�I_AB -ON-GRADE SHALL BE 4''THICK REINFORCED WITH GxG W I .4 x W I .4 a. MEMBERS 9-I/4" AND LESS IPJ DEPTH: GI_I JF At H) ._TOR!✓ b1 IfJDOWS OR EQUAL SIZES If JDICATFD ON PLANS ARE NOMINAL OR IN MARINE_ CLAY, PEAT APID OTHER ORGANIC MMF AND 5HA1_L BE PLACED ON G MIL. VAPOR BARRIER ON 4" CRUSHED FO Dh',A/V FLJ_ MAiIUIrACFI!REP RLCOMNII_NDATION. ON!Y. BUIL DER TO CONSULT WITH WINDOW MANUFACTURER TO DETl=R,JINE MATERIAI.S. STONE UNLESS OTHERWISE RIOTED. INTFRHAiI W12 ROWS I GcA AT 32" O.C. STAGGERED b. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE EXACT 51IES, ROUGH OPENING. ETC. AT LEAST OfJE WINDOW FROM EACH I=4.) DF5IGN LOADS: 3XG: GLUE AND THROUGH BOLT WITH 1/2" C'lAMETEP, R..) WOOD FOOT TRIJS`_)FS: BEDROOM AREA SHAI L HAVE A NET CLEAR OPENIN(; AREA OF 5.7 50. FT. G.) SLAB -OH-GRADE AT PORCHES SHALL BE 4" THICK ULILE55 OTi1ERWI5E NOTED. f,1ACHINE BOOTS AT 24" U.C. STA.GGFRED. WITH A NET CLEAR-HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20". LIVE LOADS): P.001-: 30 TSF (BP,SFD UPON A GPOUfJD SNOAi LOAD OF 45 PSF ) TIf;1BE1?.TRU: :=,FS SHAt I_ BE D,- I-,1- IN ACCOf'DAFICE '.NITI 1 /FJ51/ TP! I AFJD A SILL HEIGHT OF 44" OR LESS ABOVE THE FLUOR FOR EGRESS PU O',VIfD F,EDI_iCTiOf 1 EO'i:51_OPEU ROOFS AND T1IERMAI_ FACTORS N 2" IA. X 1'8" LONG HOOKED ANCHOR;BOLTS AS PER MANUFACTURERS H. CUTTItIG OF BEAMS. JOIST AND RAFTERS: �T: > � ) RPOSCS. GLA/ING IN DOORS AND FIXED GLAZED FAi IELS IMMEDIATELY 7.) INSTALL /_ D ) A 1CA,.L'), CAI.(:UI_ATIJI,-.. I�)''Il 5IF.FNGTH IfIFURP,IATI0i1 (All_OWABL_C VHICH P.E:DiJCf_THF ROOF !_I\/F LOAD TO 28.35 PSF 50 ,VE WILL USE 30 PYP.) RECOMMIENDATIONS: 1 2" FROM CORNERS/Ei,IDS AFJD If ITERVAI.S OF NOT MORE TUAf 1 , I ^ F= ADJACFf1T TO DOORS CR\h'ITHIJ J 1 8" OF THE FLOO'F', WHICH MAY BE SUBEJECT OAF) PFI .SQU. .F.E I.ll..1 C r. r. A,,L_. At_l_0'v\AE)l I_ ._DGC [ L_TANCf-. A110'AAI3[F T FRC T I = f F!LOOKS: 40 PSF (EXCEPT SLEEPING ROOMS: 30 F'SF): BAI CCFJIES: GO 1'51; G'-0" O.C. I,JflIN1Ufv1 EMBEDMENT FOR ANCHOR BOLTS/STRAPS SHALL_ BE AS - �, ^, _ O ,E QUE A JD RLCURRC JI ACCIDENTAL HUMAf1 IMPACT SHALL BE TEMPERED F 1,I: fJ,�: 4 PSF I"'TRIO LOAD: 4G PSF: GARAGE: 50F'SF; M,AXIMUf✓ I .) CUTTING OF WOOD BEAMS. J0151_5 AND PAFTLF-5 511AL[_ BE L.IMITCD TO END DI5FANCF`�) IOAD FF`_;T I'i\lF\,,,JD OTH:_:..lill OF,P,,AF!ON /6 f1FCE5_�AFY _ STA.,LA .0 I C SPFCIFILD BY MFG. c f{_ F - AS PER STATL AND LOCAL COOLS AND ORDINANCE`_?. FOUNDATION LAI FKAL FRf SSU"E 40 PSF. CUTS AND BORED HOLES NOT DEEPER THAN /G THE DEPTH CF T,,C ! i[fv,dEP S11A;I_ B,: 5U[AN T1 D TO I.0 ,i.,_ AUTI I,)RIT!1`_`3 FOK A 1'PR.O IAL FRIOP 1 U (� _ I_ G AND SHALL 110E BE LOCATED IN THE I',11DDLE 1/3 OF THE SPAN. HOTC11 FA5RICATIUfJ. EACH TP,U')_�_.,t'AI 1 BF- SFCJFI-F) AT BI-APJNC WIFN C)I^JE DEAD LOAD`,: 11.0(_P , 5f, ROOF . 12 . . 8.) BEAM POCKETS SHALL BE FORMED 11ITO CONCRETI_ WALLS TO PROVIDE A DEPTH OF THE EidDS AT THE MEN115FR 51-IALI_ NOT t XCLED I/4 THE L)EF1FH "RAFT FR El C" META! T''PF AfJCfi(,f,' Al- EACF! 1=f1D. OI.I1 LO i.C:`_T A„E TO dF DE FFRP,AIf.E CONTINOUS LEVE=L FLAT SOLID BEARING SURFACE FOP,At I BEAMS WITH A MIiIIMULJ DIVISION 9: FIfJ15FIF5 (UNKFJ V D BYA50 7 - 95 "fv'ININIUM DESIGFJ OF THE MEMBFR. NO!E5 BORED OF,CUT INTO JOIST 51 IA[I NOT BE C!.C_`)FF, LOADS FOP. BUILD f,;G,� A,JU OTH[,STRUCTU��f_)`) BEARING OF 4'''. THAF1 2. IHCHF5 TO THF TIP OR BOTTOM OF THE _iObT5 AND THE DI,�MEIL1 r , � c' t � I ��� 1 r� c r- C F 4' T DIV!-1014 4: f,r1A50NRY OF THE HOLE SHALL_ NOT FXCEFD 1/3 THE DEPTH OF TFiF ,101ST. THE A.) GE[JFBAL: PRC.JEL,. 15.) F-CTTONI OF ALI. FOOTINGS SFIALL FXTEPIF) I' -)ND F K05 1_If IF OF THC - 131-AMS, o `3 F R F _R.`) ' F INCHES ')P GPf:ATER 2.) ':;CI.5OR TF:U.., )F,=): MA.1ILIF<"r l U�5F'.TO C/jLC[JLATE H0F'I OIJTAJ- THF,UST i.00AI_iIY!=i1D F•,11N!i`,JI IN1 ?6" 8�:-'",V',' EXT`%?TELE GRADE 70 UPJC'ISTUPBED TENSION SIDE OF JOI�T_ AND .A iF _ J 4 C � G c F OF TRUS`_JES UBJE .TF D T'I D!`- Gt I I C)AD5 AND TO (PIC LDDC THIS INFOKP✓A,TION I .) At L GYPSUPv1 WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THF SOIL OR SC)!L COfv1F'ACTEF)TO , 5;'o P•/ODIFIED PROCTOR DEfi51`IY t1AViNG A A.) GENERA[- : NOMINAL THICKiJE HAL[_ NOT BE iJOTCH,=D. EXCEPT AT ENDS OF MFt,,1BER5. c ; LOAD CARRYING CAPACITY Ac" 5F'FCIFIfD IN NOTE 3. A5 VEPIFIFD BY A SOILS WITH 5HOF, D„AAo!i1C-5. F,.CH i! )U.-,. lU L')F JLC LJPFD AT ORIF FIND Wllf! PROV15101JS OF THE BOCA. CABO. OSU LATEST EDITION AFJD. STATE AND LOCAL- LOAD -,',F ilE r VII`'-C PROJECT I, BF!NIG BUILT. 1 . IAT-PIAT 5 I. PIPES IN STUD d[ARING WALLS OF, EXTFF',IOF;IVALLS: A Mf TAA lID' O F',TIF" TYPE A!!JI:I'OR AHD A C)[ `30 PET T8OS5 COi 1FJECTOR, CODES AND ORDIf IAfJCES (AS APPLICABLE). V V I N ETTO RESIDENCE EPIGIPdI:FR l_L,EN_,_D [P.I T._ L,�CALITY � _K.. ) Nom. ) "CLEVFI_AFJD' OF !>.PI'R.OVFC' FI:UAI_. AT TFiF: OFHFf' FP1D TO TIE DOVv'fl THE I n c f ^ � � = „ „ � I = F �. �- T8L155 W!1[LF FFR.IVIITTING TF!'C TF'JJSS TO MOVE OUTIA'AFU WITHOUT DEFLECTING 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL-WEATHER 1'= , G.) ALL FJJ,IC)r�l ICN ��ALL dA..,.Fll_L lJl,u F,. ,�LAr» WHERE DI�TP,NCE FROM A) MORTAR.HALL BL TYPE M OR"5' A.�TM C-�70-84 I .) NOTHCHES F✓IUST NOT EXCEED 25% OF STUD DEPT,!. BOPf_D �IOLF.� I,J STUD. ) LATi �R PRQTFC:TIOfJ_ ADDITIONS � ALTERATIONS EDGE OF WALL T O FDG= CF UNI)15TUR5ED SOIL EXCEEDS !G" BUT B) HOLLOW CMU SHALL MEET ASTM C-90-75 CAN HAVE A MAXIMUM DIAMETER: OF 40% OF STUD DEPTH. THE NFAPFST TC TiF WAD_. FOR THE If 15TA1 LATION 15 PROVIDED. STORAGE SHOULD BE IN ACCORDANCE l_E55 THAN 4'-0" SHALL C01`615T OF CLEAN, POROUS, 5011 COMPACTED 5 WITH MANUFACTUREPS INSTRUCTIONS. IN G" L AYERS TO 95`n� MODIFIED PROCTOR DENSITY OR PROVIDE #4 REBAR C) FACE BRICK SHALL MEET ASTM C-2 I G-85 THE EDGE OF A STUD FOR A NOTCH OR BORED HOLE I� �/8 ��- �- E_1)1-)'ON", � F Its r � �_ 3.) TP,U55 DIAGRAMS AND TF:U:)S t/\Y'OUT F'LA.II SHOW DE51GfJ Il IT 01 11Y. AT O"O.0 I 0" PDG._: OF UNDI5TURBED SOIL AND I O" IPJ TO �I � „ � 4 2595 WE LLS AVE FOUNDATIOFJ WALL. 2.) ALL MASONRY SHALL BE PROTECTED FROM FRIEZING FOR NOT LESS THAN J.) BRIDGING AND BLOCKING: TRU55 MAFJUFACTU',,.-,_,F'Al , FIFY AI l_ C-3FAN5. DINJ,:N_)IOP,.>, HEFT_ HEIGHTS. 3.) AI_L EDGFS AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE IF 48 HOURS AFTER, INSTALLATION AND 511ALL NOT BE CONSTRUCTED BELOW PITCHES, FTC. FABf,ICATOK pJl JS'I SUBMIT TWO 5115 OF COMPOHFNT SHOE' MEMBFKS EXCEPT THOSE EDGES WHICH ARF PERPElIDICULAR TO THE FP,AMING 17.) FREE DKAIN1LAG GRANUi_AR BACKFILL (5M OR BETTER) SHALL BE USED 35 DEGREES FAHRENHEIT WITHOUT PRECAUTIONS NECESSARY TO PREVENT - DRAWIPIGS AND FPUSS LAYOUT PLAN. EACH SEALED BY A FPOFE5510NAL MEMB`_P5. Al L EDGES OF GYPSUM WALLBOARD SHALL. BE IiI MODERATE CONTACT SO UTH O LD NY I .) THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING III EVERY EIGHT AGAINST FOLINDATiOfJ WALLS CONSISTENT WITH THE ARCHITECTURAL_ FREEZING, 140 ANTIFREEZE ADMIXTURES SHALL BE ADDED TO THE MORTAR. FEET OF SPAN IiJ FLOOR, ATTIC AND ROOF FRAMING. THE BPIDGIPIG SHALL EPIGINEER PEGISTFPED III THE IIJR15DICTIOJ WtiFRF TI-IF CCFJSTRUCTION EXCEPT IN CONCFAt[D SPACES WHERE FIRE RESISTIVE CON5TF;UCTION 15 PLANS AND RELATED DETAILS, EQUIVAI FNT FLUID FRE 551JRE OF BACK.- COH515T OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE FLAILED IS TAKILIG PLACF, TO ARCH TFC(- PRIOR i0 PABFJCAJION. ONE. 108.ARCH[- NOT REQUIRED. FILL NOT_TOEXCEED 40PCF (FOUNDS P[K CUBIC FEET). IF BACK= ) BRICK VENEER' SHALL BE ATTACHED TO WOOD FRAME WITH MINIMUM #22_ AT EACH END OF,CF EQUIVALENT META! BRACING OF EQUAL_ RIGID((Y. TFCTS RECORDS AiJD OWE TO Bl= RCTUF;fJt D TO COiJT?i",CTO F'.AFTER REVIF1ti'. FILL PP,E55U.,CS EXCEED 0 PCF. THEN WALLS MUST S DESIGNED FOR ACTUALS GALVANIZED SHEET GAUGE COKRCSION-RESISTIVE CORRUGATED METAL TIES FR.ESSURFS BY A REGISTERED PROFESSIONAL ENGINNER LICENSED IN - P MIDSPAN BRIDGING 15 NOT REQUIRED FOK FLOOK, ATTIC OR ROOF FRAMING 4 THF SIZE ANU SPACIFIG OF FASTENERS SHALL COP,-lPLY WITH SOCA. CARO AND THE LOCALITY WFl!=RF PROJECT 15 BEING BUILT. MIN. 7!8' WIDE AT I G" VERTICAL INTERVALS MIN. A"ID I G" HORIZONTAL � 4.' TRUSS SFIOF' DRAWIHG5 !IIC)IVATIf'G CAIC UI AFIO11 , I OADIFIG, LOAD TEST STATE Ai1D LOCAL CODES AND ORDINANCES (AS APPI(CABLE). INTERVALS. PROVIDE 150 ASPHALT FELT OVER SHEATHING A� A MOISTURE WHERE JOIST DEPTH DOSE NOT EXCEED TWELVE INCHES NOMINAL. B10CK ) X F) " UNLESS OTHIRWISF RIOTED BARRIER. PROVIDE DRAINAGE FOR ONE OPEN VERTICAL BRICK.JOINT @ 501_ID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPOKT 15 DATA. HOF'JZOiJFAI_T H[;!1'T 1,131: AFL','OTIIFR IHFOF,N1ATIOH P.FQUIRFD SHALL 18.) UNBALANCED FILL NOT TO IN LE._[ 7' 0 _ 2'-0" O.C.. AT LOWEST COURSE ABOVE FINISHED GRADE. S BE SFALED Pel A PIPOF ff)"!1-)!1",L Ef1(=, I I'-:K R_F!`� =F. ) f =F FIS f 5.) PROVIDE MOISTURE RF515TANT DRYWAL_I_CEMENT BOARD AT TUBS AND SHOWERS AFJD SUBSTANTIATED BY EIJGINEE:FINC CALCULATIONS. BACKFILL SHALL NOT OTHERWI�F PROVIDED. BLOCK ALL STUD Vv'Al L� AT F✓IAXIM!ll'✓1 INTERVALS I �( .F�_TI CI I ! Fl 1...JL _CICTIO J NOT BE PLACED AGAINST b1/ALLS UNTIL 5LAB5-[N-GRADE AND FRAfviED OF EIGHT FEET WITH A MINIMUM OF 2 X SOLID MATERIAL_ WITH TIGHT WHFPE COiISTPUCTON I'_5? Il•Jf!;_, 1='f Al f: Af ID BL- SUEL:IITTED TO [31-111 DING AS SHOWN Of] DETAILS IN ARCHITECTURAL DRAWIIIGS. FLOORS ARE IN PLACE AND HAVE REACT ED THEIR DFSIIGH STRENGTH. 4.) ALL MASONRY REQUIRED WORKMAPJSHIP SHALL CONFORM TO THE APP[ICABLC JOIi ITS. PROVIDE 2 FIP,ESTOPS AT MID POINT VERTICALLY OF STUD OI FICIAL-) PFJOP.TO F AE°ICATI()PJ. PPOPEK PRECAUTIONS SHALL BE TAKEN TO BRACE FOUfJDATION WALLS REQUIREMENTS OF ACI 530-99. ASCE 5-99,TMS 402-99. ASCE G-99, WALL. G.) FIRE-PE515TIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEFJ ADJAC- WHEN BACKFI!_I-!FIG. WHERE BACKFILL 15 REQUIRED ON MOTH SIDES, TMS G02-919 BUILDING CODE REQUIREMENTS J- SPECIFICATIONS FOR MASONRY 5.) STORE TRUSSES ABOVE Gf:ID Of l 1.N(000 3iICLJ!1C� !FJ SUCH F, WAY TO PPFVEF,IT I-[IT TO A DWELLING UiJIT SHALL BE OF PRATED CON`_)TRUCTION ACCORDING BACKFILL BOTH SIDES 51MULTANEOU51-Y. STRUCTURES AND COMMENTARY. � _ 'A . r FIFE � TO SECTION 8309 OF THE RESIDENTIAL CODE OF N.Y.S. 2.) PROVIDE DOUBLE TRIMMERS UNDER ALL HEADERS <� X G O,, LA�,GER. ALL BFi,DILJG. A,P.PIfJ_, OP,)E-. _11JfJ OF TF',U�--SFC) 19.) CONTRACTOR 15 PESPOPISIBLE FOP ALL REMOVAL OF DEBRIS AS PER LOCAL_ SUCI I MEMBERS SHALL. BE GLUED AND SPIKED TOGETHER. VERTICAL_ ��EPEPATIO �PJ.� SEAL $ SIGNATURE USED TO SEPEPATF AN ATTACHED GARAGE FROM DATE: O I 2)5- 16 ORDINAiJCES 4� DISPOSE OF LEGALLY OFF SITE. DIVISION 5: METALS. A DWELLING UF; [T5 ATTIC SHALL HAVE A 3/4 HOUR FIRE RESISTANCE RATING. �- K.) LINTEL SCHEDULE: A.) GENERAL : (.) R.OUF TRI_fS, BRACif 1G: IiJ:Jl;'.i_L !'FRN!\NEPJ T C'>F ,\CI!lc_% SOF: �.I I.1A'U0D ROOF THIS MAY CONSIST OF ONE LAYER OF 5/8"TYPE 'X' �1YPSUM BOARD ON THE ��` F'f:O:.JC-I P1:?: ?(�! (c-(7? 20.) THF CONTRACTOR SHALL VERIFY ALL EX15TING CONDITI O11S BEFORE STARTING _ F I .) STRIJCTUPAL STEEL SHALL CONFORM TO THE REQJIPMENTS OF THE A.I.S.C. T('US5F5 AS 5111=CIFIi '1) BE[Ow4r. ! Ot.l O1✓ AL[ PFI:OMN`Lf IDA!IOf L3 SPF(_:IFIFD GARAGE SIDE AND ONE LAYER OF 1/2" GYPSUM BOARD ON THE OPPOSITE SIDE. �i }� CONSTRUCTION AND SHALL NOTIFY THC ARCHITECT OF ANYAMBIGUITLS OR �- - I .) UNLESS OTHERWISE SHOWN, PROVIDE I t_Ii1TE!_ WI TN G" MilIII,1Ul,1 Bt-/\1JHG _ F.C _ - - _ MANUAL OF .METE CONSTRUCTION. LATEST EDITION. STRUCTUPAL 57-111- (11 BFACINC; IA'OOD TIKILF-6E5. CONiF,,1'=FJIAF;Y APID R.F-(_CF,1f�'lfH"ATIO115 A1ArF-7 (APPI ICA.TIC!JS SHALL BE IN ACCORDANCE WITH SECTIOfI 8702_.3. N 0� ® DPl1FPJ!fJ( L- I DL--CF.EPANC!E.) BEFORE PPCCEFDIfdG WITH (FIE 1A'ORK. IF A,JY QUESTIONS ARI_�E G ) �" . , SHALL_CONFORM TO AST[,l A-3G-84A. STEEL FOR PIPE COLUMNS SHALL_ FOR EACH 4" OF WALL THICKNESS. QIP / '� BEFORE OF, DUKIHG C0115 RUCTION AS TO THE IiJTEf1T OR DETAILS OF THE FU5[ISHFD BY TFIC 1 R.I J`_i5 PLAI' If 15TiTUTL. if 1C. � co t DRAWINGS, THE CONIPACTOK SHALL CALL THE ARC.HITECF FOR,CLARIFICATION BE OF EQUIVALENT CAPACITY AND WELDABILITY TO ASTM A-500. ALL _ HOPIZOIJTAL SEPEPAT10LJ5 USED TO SEPER.ATE AN ATTACHED GARAGE FROM N AFJD/OR INSi RUCTIO�JS. li THE COHTRACTCP FAILS TO FOLLOW THE ABOVE WELDING SHALL BE IN ACCORDANCE TO THE AMMRICAH WELDING SOCIETY 2.) 1 INTEL_SIZES ARC TO BE SIZED TO ACCONIDATF THE SPECIFIC LOAD. ' (;`1t". 151': CJC PROCEDURE. 111 SHALL ASSUME ALt PESPOfJS!ELITY FC)P l FIE CONSFQUENCFS CODE AND EF f FR.FORMED BY JVELDFRS QUALIFIED IN ACCORDANCE \A'IT11 A DIA'ELl IfJG OR ITS ATTIC. SUCH CONSTRUCTION SI TALL BE PROTECTED WITH y F ONE IAYFP OF 5/8"TYPE 'X' GYF'SUFvI BOARD INSTAL_(ED IN ACCORDANCE WITH C )`I, � til ' �, OF FiIS ACTIOf1S ;'NDiOR DFCISIOPJ A'Jv5 PROCEDURES. ELECTRODES SHALE.CONFORM TO ASTM A-233 170 5ERIES. THE REQUIREMFf ITS OF-)PETIOLI 805. I . J t�4c W ` `�✓G i Iia 2 y��0 �63734 v �Oo �ES5 - T-002 . 00 - .. 23'-0` — G 51I`X'50N NOLD DO��%'N IN COFNffF?,5 \,Af TYF 4 PLACES (51'T I_A,5T S'-t: FOR ELITF DP TIN DF-TK_AND 5FF(,c)) N"A") P5 AND Nl­`A/ RAI�INC, P�F' NY CM�� P3 21 30-1G, `-C,.IT55 2-2Xb r'D NOME DElc`3 lIGN5 INC < LIN G3 1 -455 - 1 G42 Aj >c_ oi- DN 71.4 DRIAN COLLI N5 , F . E . 41-0" 1-01, C) ............. 59 WILLOW 5TREET 20Gb PROP 11 x 3 cl GARDEN CITY, NY, 1 1530 FC)CFET 7 BATH NEW N EW TEL:(5 I G)74 1 -0053 SECTION R313 CL CL EX. SMOKE ALARMS, CARBON MONOXIDE ALARMS IAX:(5 I G)74 1 -0053 �S AND AUTOMATIC SPRINKLER SYSTEMS BATH Z R313.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. C) HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN PROPOSED ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR MASTER A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION I 0� BEDROOM - DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS, SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION EXISTING AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS EXISTING IN THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE BEDROOM BEDROOM SYSTEM IS NOT CONNECTED TO A CENTRAL STATION. EX. CL R313.1.1 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION: 4-0" X. 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. EX, EX. YT. - ------- 3. ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING CIL CL BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER HI LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN 77 ONE FULL STORY BELOW THE UPPER LEVEL. L4 4'-b" 5'-0" 1'10 7 0" —------ WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE 2-NEW DOG INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT H COND f LOOK PLAN THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 5CA1._E: Y;"= l '-011 EXCEPTION: INTERCONNECTION IS NOT REQUIRED WHERE SMOKE ALARMS ARE PERMITTED TO BE BATTERY OPERATED IN ACCORDANCE WITH SECTION R313.1.2. R313.1.2. POWER SOURCES. IN THE NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WRING WHEN SUCH WRING WHEN SUCH WRING, IS SERVED FROM A COMMERCIAL SOURCE OR AN ON-SIDE ELECTRICAL POWER SYSTEM, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER-CL:RRENT PROTECTION. SMOKE ALARMS SHALL BE PERMIT-ffD TO BE BATTERY OPERATED WHEN INSTALLED IN A033 BU!LDINCS WITHOUT COMMERCIAL POWER OR ANON-SITE EX15TING ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO 51I\A,1'SC)N 1-;r)',-D DOWN IN CO',I`,,t115 I - REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR n_iDECK TY" 0 FL/\ If LAS; 5f-1 F ET G'-7" FOR DETAIL A"D SPECS) RELOCATION IN ACCORDANCE WITH APPENDIX J. it 1 2-1 /4"X 1 14" LVL HEADER c� 3-2X4 -N- POST AT EA. END z' f'i_j I// '"//, ' 7_17"=ZI: A 1 _l 'b >I 0 -- SII CZ/ T: 0 LLJ EX. LL/I1 12 IL C) < b <1 I 13AT�l EXISTING 5T I N G T- < C) LLJ PROPOSED 0 - NI I EXISTING KITCHEN .11 2 CAR GARAGE DEN C) AI CC) O E-4 F'ILc VA-)OD I-!015T5 (el I G" O.C. 7 E?N� i 4003 N 2X 1 2 PIDGE UP EX. CL Li PROPOSED II a �, , l SYMBOL AND WALL LEGEND LIVING ROOM EXISTING TO REMAIN PROJECT u-j 41 r �l Ffl-l'G, GARAC- DOCX?. 5070 GARAGE DOOR NEW PROPOSED 'x ------- VIVINETTO RESIDENCE o c� EXISTING X Sl/:" I VI_ 'FADff�N� 2-1-/4" X/ LVL HFADF,,' EXISTING y4 1-(-)--)T AT LA. LNU 3-2Xz' F05T AT EA. END EXISTING TO 13E DINING ROOM ADDITION5 ALTERATIONS REMOVED FAMILY ROOM WE-U-5 AVE I O�-2;' 25 23'-01' SMOKE DETECTOR _r0LD NY 2-1 X I 1/j," 1 VL IIEA[)FK 5 1J 1 3-2Yz POST AT EA. END CO CARBON MONOXIDE EX. DETECTOR )31_01 CL DN PROPOSED IIN I)N FRONT PORCH _4I 1)N� _X 12 EADff F), 3-2X 1 2 IlL-ADEF 3-2X! 2 �'TAD�R 31-011 31 F44 5EAL S)IGNATl f 1 ,- 1 G of NIF o: 1 0 2 �l RST FLOOR PLANF.Coz I/A1, i_)��M%,VJG PY: C,D 1 1)N 04 SCALE: A,`= 1 '-0" t5c 063734 AU > 0-lesslo A-00 1 . 00 SECTION R403 FOOTINGS ELITE DRAfTING PRESUMPTIVE LOAD-BEARING VALUES OF TABLE R403.1 TABLE R401.4.1. R403.1 GENERAL. ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR JIL/ 3G° Piro roof O _ FOUNDATION MATERIALS' MINIMUM WIDTH OF CNCRETE OR MASONRY FOOTINGS NOME DE,51GNS INC (INCHES)' CONCRETE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED LOAD-BEARING -- STRUCTURAL SYSTEMS WHICH SHALL BE OF SUFFICIENT DESIGN I 2" G3 1 -455 - 1 G 4 2 LOA-BEARING VALUE OF SOIL (PSF) TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND PRESSURE (POUNDS PER r_ NEW BATt1ROOM CLASS OF MATERIAL SQUARE FOOT ) 1,500 21000 3,000 x4,000 TO TRANSMIT THE RESULTING LOADS TO SOILS WITHIN THE — _ _ 2„ II LCONVENTIONL. LIGHT-FRAME CONSTRUCTION LIMITATIONS AS DETERMINATES FROM THE CHARACTER OF THE I _ K t N — — �'�"` `' 7 CRYSTALLIN,: BEDROCK 12,000 -- - STACK V: rJTI `• SEDIMENTARY AND FOLIATED ROCK 4,000 1-STORY 12 12 t2 t2 SOIL. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED I I DRIAIN, %-_ll L•-'� 4 2-STORY 12 12 12 12 NATURAL SOILS OR ENGINEERED FILL. I I �.�� ' ! L�; �` �. = SANDY GRAVEL AND/OR GRAVEL (GW AND GP) 3,000 T I I 0,, 1` r Il',.I-,_ I SANDY, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, 3-STORY 23 17 12 12--- ( � ' � I �,/ p, I'.y� r- -- Lr 4-INCH BRICK VENEER OVER LIGHT RAME OR 8-INCH HOLLOW CONCRETE MASONRY + VENT 51-ACK I GA��, L. C1 , , 1 � ; � `�.) AND CLAYEY GRAVEL 2,000 R403.I.1 MINIMUM SIZE. MINIMUM SIZES FOR CONCRETE AND (SW, SP, SM, SC, GM, AND CC ) - _-- 1-STORY 122 12 12 12 MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE I/ 12" 2'� I - (�' CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT 2-STORY_ - 21 __ 16 12 - 12- a I I I . AND SANDY SILT 1,500 3-STORY 32 24 16 - 12 R403.1 AND FIGURE R403.1 (1). THE FOOTING WIDTF,, W, ( SAY• �=• G' 7� � (CL, M!, MH AND CH ) — - SHALL BE BASED ON THE LOAD BEARING VALUE OF THE I 2 _ _ I 8-INCH SOLID 0 FULLY GROUTED MASONRY SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD I We I FOR SI: 1 POUND PER SQUARE FOOT = 0.0479 KPA. 1-STORY 16 12 12 12 SINK. a. WHEN SOIL TEST ARE REQUIRED BY SECTION R401.4, THE 2-STORY 29 21 14 12 FOOTINGS SHALL BE AT LEAST 6 INCHES (152 MM ) THICK. I `HOVVW R ALLOWABLE BEARING CAPACITIES OF THE SOIL SHALL BE 3-STORY 42 32 21 16 FOOTINGS PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES ( I 2" 3" 2" PART OF THE RECOMMENDATIONS. — - -- 51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE co r FOR SI: 1 INCH = 25.4 MSI, 1 POUND PER SQUARE FOOT = FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND 3" 3" 2" b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE BLARING 0.0479 KPA. SECOND FLOOR CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BECOLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND a. WHERE MINIMUM FOOTIPG WIDTH IS 12 INCHES, USE OF A PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SINGLE WYTHE OF SLID OR FULLY GROUTED 12-INCH ALLOWABLE SOIL. SHALL BE DETERMINED EY A SOILS INVESTIGATION. NOMINAL CONCRETE MJSONRY UNITS IS PERMITTED. UNDER-FLOOR SPACE PRESSURE IN ACCORDANCE WITH TABLE R401.4.1 FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE TABLE 402.2 s" R408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM OF THE FLOOR JOIST AND THE EARTH UNDER ANY (2) AND R403.1 (3). BUILDING ( EXCEPT SPACE OCCUPIED BY A BASEMENT ) SHALL (MINIMUM SPECIFIED C031PRESSIVE STRENGTHa TES r — -- — —----- W HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR R403.1.2. CONTINUOUS FOOTING IN SEISMIC DESIGN CATEGORIES uAThF�riG POTENTIAL — - I TYPE OR LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERABLE SEVERE EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION Do, Di AND Ds. THE BRACED WALL PANELS AT THE EXTERIOR -- �---- --- - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO TIiE; VrEATHER._ 2,500 _ _2,500_ 2,500 OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT ( 0.0929 WALLS OF BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES - ---- ---- VENT TO EXTERIOR M2 ) FOR EACH 150 SQUARE FEET ( 14 M2 ) OF UNDER-FLOOR Do, DI AND D2 SHALL BE SLPPORTED BY CONTINUOUS FOOTINGS. BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLAE;S. 2,500 -2,510 - - 2,500 --- --I--- BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, AND - - - - 3,000 FIPST FLOOR n c ALL REQUIRED INTERIOR BRACED WALL PANELS IN BUILDINGS OTHER VERTICAL 1 SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CONCRETE WORK EXPOSED TO THE WEATHER. 2,5°° CLASS 1 'VAPOR RETARDER cJIATEP,IAL. WHEN A HE M NlMUM CNET S AREAAPOF SHAL WITH L ALSOLAN DBE SUPPORTEC BYNS RTHAN 50 FEET ( 15 CONTIN OUS FOOTINGS 240 MM ) PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR 2,500 � ;,,;eo,,e, 1 3,000 ,e, co RETARDER MATERIAL IS USED, -- — --- ---- -- - - -- - -- — - ----- -- --- -- - - ---- _ 4" 5CH. 40 VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOR SI: 1 POUND PER SQUARE INCH = 6.895 KPA. FOOT (0.0929 M2 ) FOR EACH 1,500 SQUARE FEET ( 140 M2 ) R403.1.3 SEISMIC REINFORONG. CONCRETE FOOTINGS LOCATED IN STRENGTH AT 28 DAYS PSI. OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SEISMIC DESIGN CATEGORIES Do, D, AND D2, AS ESTABLISHED IN SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL. SHALL BE WITHIN 3 FEET ( 914 MM ) OF EACH CORNER OF THE TABLE R301.2 (1), SHALL HAVE MINIMUM REINFORCEMENT. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DU,IING CONSTRUCTION CO TO FXISIING APPF'0`v'LD CO.;N':CTIO!'d BUILDING. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. INCHES ( 76 MM ) CLEAR FROM THE BOTTOM OF THE FOOTING. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT ( PERCENT BY VOLUME OF CONCRETE ) TO NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. SEE SECTION R402.2 FOR MAXIMUM CEMENTATION MATERIALS CONTENT. FOR GARAGE FLOORS WITH A STEEL TOWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT ( PERCENT BY VOLUME OF CONCRETE ) TO NOT BE LESS THAN 3 PERCENT IS PERMiTTEn IF THE SPECIFIED PLUMBING fel 5 E R COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSI /� b NTS STEP FOUNDATION PRO% EX15"TING U?TO r<F�^✓AT 2';-IOL 12O\''�4!- TO I' VFRTICAL !^.'1AX SLOPE. BOT[OPr OF NL'Al FUO' !c, T(`'r- /-MIN. 30" 5"LOW PINI-5r1 GiJ,F)F - ------------ - '' - -- ---- 3_ 2 - - - 0.I TIF NEW FOUNDATION WALL E--- - - - --- - - - -- - - -}- - - - - - - - - - - -- - � '. :� - -- -- - -- - - - - - � -- TO EXISTING WIT t-1 (3) --- --1. -- _ 3._5.. REBARX 12" LONG EOUALLI' I I- - - - - - - - - - - - - - - - - - - - -� -1 ". I-- - - - - - - - - - - - - - - - -!- - - - - - - - - - -I -- — -- I - I _ S_PACED (TY-1 4 LOCATIONS). G' 7'-2 — II I PROPOSED ,° r, I CWLSPACEVJl2-2XG 1 I II II : I - - - - - --- - - - - - - - - - - - - - - - - - - - - - �I rf(:OTII,,: ,",\.;i-IC�IC v(f`.:-i I r � Cl NEIN CFv,,' L_-DPACe -= I 4 r: :_Q ,,•I-LY`PPc;F[i AND i r,! I I I OFI [V:'k0M. 3500 1 I I I �Acc o0 SAW CUT EXISTING FOUNDATION WALL FOP, NEW 3'-0" OPENING WITH NEW 2-2X8 NL)R PROPOSED 20POS - „ P I I n BASEMENT n I — ° -�— I GARAGE 5AD I . X I I N xv 3"0 STEEL COLUMN ON I I N`W 1 2"0X36" DEE I I I - 12-"X 12"X 1 2_" DEEP FOOTING I POURED CONC `7001-ING I n - - 4" `i 111CK POURED CO'JCF'.FTL SLA[) W/ e,x( '',,',A'rv1 3500 PSI O�'EL i-;' :�?ON'.r"1D �/APOR P�A�'!'i[:R --- I _ , , Y� I ALL 5TRIJCTURe IN EXISTING I I NF��/�/ 2-2X8 I I � I I d G 3 2X� _ i..D[_r, 3 2_,.v G,RDER GI'L'D[=f;ACQ 13A5EMEN'T TO PEMAIN Ln .• I \� 8"THICK POURED CONCRETE - - - - - - V12 FOL'NDATI'ON WALL 3500 PSI _.l L_8"X I " POURED CONCRETE I I 2 I FOO ING WIT!l 2X4 KEYWAY I STRINGERS I DEPRESS FOIJNDA?LOG; T EXISTING I I • - . I I AND (4)k4 KEBAR EQUALLY I I I WALL AT ALL 01 ENINi NI I 5PACLD P,ND 3" OFF BOTTOM. I BASEMENT - n> I I 3500"'51 CONCRETE -) I I �I III I co I I - - - - - - - - - - - - - - -- - - - - - - - - - - -� I PROJECT I I I I •• • � I 1 � — 'I I I i 1 I - - y II I I - - - - - - - -- - - - - — -- - - - - - - - - - - - cl �- r I 7Z VIVINETTO RESIDENCE ADDITIONS ALTERATIONS - - -- - - I 21'X G"ACQ LEDG R BOARD LAG BOLTED -1 2595 WE LLS AVE TO BOX JOIST �INTO EXISTING JOISTS -- 71- WITH WITH 1/2"O X G"LONG GALVANIZED LAG I -- - -- - --- - -- =) - ---- -- — – 5Ch!_w5 (� EVERYIG"O.G. - - - - - - - - - F_ - - - -- - --- - - -- SOUTHOLD NY - 2' c-)" --------------- '_0'- I - - - -- - - - - - - - -- - - - - - - - --- -�j 2X12 vIL TL TRINGEr. = e- ___ - --_-- --- - - - - - - - - - - - - - - - -- - -- - - - - - - -- -- - - - - - - - - - - - - - -- J �TRiNGE - - C _ v 2 X G JOISTS ACQ n I C" 2X!2---I x n O O.C. ATTACt1ED WITt-I 2X 1 `_ `jT'INGLK N n = 5TRINGE" --�- o =-� I � O �0 51MFSCN JOISTS I-IANGFR-) I° fL, _ 2X12 _ _ _ _ _ 2X12 - N' YTRINGER - 5TR,INGFR N cY —7 `'�EA.L 51GNATLi'�',E w w N u_i N a1 w N 'w N .-,, [Y `�, �r „'%�.'` (_!I -�.'.`�- t� O I LFA 7 N � - 7 - z NLuN � ( f I - ---- ---- --)L - L/ XI- -iz xl - XI- I -I- XI- XI- -I r<�^ N N N N N N N CV (✓_ X �n ._ .. I L� l r ' L 1.! P';!)' F 71 i I' •I l •.� I'.• I•:. ::I � •'1 •� : . � �� `j �,�, .�� ---__.__--= v i. y do 31 113'-G" 3' G" 3'-G" 3'-G" 5'-0" ZN SOA 063734 orb FOUNDATION PLAN °FSS'°�IQ A-002 . 00 SCALE: %"= 1 '-0" EXISTING RIDGE 2 X 12 LAY FLAT NEW CONTINUOUS SEE RAFTER TO RAFTER ELITE DRAfTING 0 EXISTING RAFTER 2 X G ROOF RAFTERS RIDGE VENT r' e — O DETAIL ON LAST SHEET - NEW 2-2X8 -- � @ 16" O.C. 2X8 RIDGE j CS20 16"O.C. _ NOME DESIGNS INC \ — 2 X 6 LEDGER / WIG 8d EA. END SEE RAFTER CLIP DETAIL G3 1 -455 - 1 G42 NEW 2 X 4 RAFTERS @ 16" O.C. � 2 X 0 ROOF RAFTERS NEW 3-2X8 TRIMMER-- NEW 2 X. G RIDGE _ 2 X 4 CEILING JOISTS @ I G" O.C. �� — ON LAST SHEET @ 16l O.C. e BRIAN COLLIN5 , P . E . 59 WILLOW 5TREET SEE RAFTER CLIP DETAIL. GARDEN CITY, NY, 11530 ,�� ON SHEET LAST 5HIfET TEL:(5 I G)74 1 -0053 i — FAX:(5 I G)74 1 -0053 � 2-2 X 6 BLOCKING NEW 3-2 X 8 HEADER ACQ \\ — NEW 2-2X8 -� !I \ PROP05ED PROPOSED NEW 3-2 X 12 HEADER ACQ � ENTRY NEW 3-2X8 TRIMMER ` �',,,—SEC POST TO HEADER I} BREEZEWAY e\ i'I DETAIL ON LAST SHCCT 4 \ \ g I' ISI ® I !, NEW G X G POST ACQ SEE LEDGER DETAIL ON SEE PORCH DECK CONNECTIO EX 15T e !!I —NEW 2 X 8 FLOOR LAST SHEET r _ — •— — DETAIL ON LAST SHEET SEE LEDGER DETAIL ON JOISTS @ I G" O.C. j —NEW 2-2X8 GIRDER ACQ LAST SHEET — - -- - -- - o .� �r --NEW 2 0 FLOOR JOISTS C --- ,SEE PORCH DECK I CONNECTION DCTAI'_ ON GRADE LAST SHEET -' • a—2" RAT HAD ,J NEW 4 X 4 POST ACQ ISJMETRIC DCG HOU5E FRAMING - =� =�� 8" THICK POURED CONCRETE • ° m m WITH SIMPSON POST � --- BASE AND CAP (7 — I' . FOUNDATION WALL 3500 PSI �/ SCALE: NTS NEW 2-2. XGNEW 1 2"OX3G" DEEP ° ° • - 8" X I G" POURED CONCRETE POURED CONC FOOTING NOTE: FOR ALL NEW ROOFS EXIST . _ FOOTING WITH 2X4 KEYWAY AND (4) EXTEND RUBBER ICC SHIELD (SELF ADHERING POYMER #4 REBAR EQUALLY SPACED AND 3" MODIFIED BITUMEN) FROM EDGE Of SAVE UP ALONG OFF BOTTOM. 3500 PSI CONCRETE SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE FROM THE INSIDE OF EXTERIOR WALL. APPLY ASTM D - —NEW 1 2"OX30" DEEP ROOF5111NG'LF5: 22G, TYPE 1 , OR ASTM D 4869 UNDERLAYMENT POURED CONC FOOTING BREEZEWAY SECTION ATTACH 5FLF-5EA1_ING A51F1ALT ROOF 5r11NGLF5 TO ROOF p St1FAT111r;G WITH (4) GALVANIZED STEEL. 12 GA., SCALE: 3/,5''= I '-0" 6 O RC I� 5 �CT I 0 N FA5TENER5 CONFORIv1!HG TO ASTM F I GG-17. R. (FOEAVFS 20' oR MORE ABOVE GRP,DF: (G) FASTENERS). NEW CONTINUOUS a _ �SEE RAFTER TO RAFTER (05I 3/ "-- ' " F,CCF 5 INGLE Ur.DERLAYMFNT: RIDGE VENT r' 5CA _L. , 8 = I -0 DETAIL ON LAST SHEET EXTEND RUE,B'R ICE S`11ELD (SELF ADI�FRING POYMFR / k1ODIFIFD BITIJiMEN) FROM EDGE Or FAVE UP ALONG / C520 I G"O.C. SriFATrI:IJG TO A MINIMUM 24" 1 1011"IZONTAL — DISTANCE FROM Tr1' INSIDE OF EXTERIOR WALL. I 2X 12 RIDGE j W/6 8d EA. END APPLY ASTM D 220, TYPE I . OR ASTM D 4869 �� �'"° ® � 2 X I 0 OOF NEW CONTINUOUS UNDERLAYMENT, A5 APPLICABLE PER BELOW: R -------- SEE RAFTER TO RAFTER B RAFTERS @ I G" O.C. - ` RIDGE VENT " " v F-✓ , _ F�. � .P DETAIL ON LAST SHEET r 0' ROO 1 2 PI PLY CNF LA IN 12 SHINGLE A F1iC`J '3JERLAP ING BY 2" ,. 2X 1 2_ KI DGE .00, aFc ® CS20 16"O.C. rJEbV lie° EXTERIOR F'IAWOOD. (SEE COI,Jr1LCTr(x5 ' s� W/6 8d EA. END DCFA.ILS 5HEL1 FOP, FA.`�TENINC PIE OUIREM ENTS) I � �\ -- NEW 8" R-25 BATT INSULATIOIN '� MAINTAIN I " AIR GAP \` ROOF 5t-IEATHING NAILING: \\ ' FA5TEN 1/2" EXTLRIOR PLY'/,!OOD TO RAFTERS L151NG r N ;TEXCEPT A. FOL. OWs: ----- (G) 8� I.AILS F � i 2 O.C.0 .. � CPT 5 L A INTERMEDIATE NAILING (NON PANEL PERIMETER) 51A!_L BC NAILED AT G" O.C. WITHIN 45" OF RIDGES, EAVES, � 2 X 10 CEILING/COLLAR TIES AND GABLE END WALLS. AT GABLE END WALL FFW,41NG SPACE NAILING AT 4" O.C. MAXIMUM ,,, @ I G" O.C. WITH (2) V(5" � o THKU-BOLTS AT EACH END I1-011NEW 2-2X4— NEW 1/2" GYPSUM WALL PROPOSEDTOP PLATE ----BOARD TYPICAL ALL O I NEW 5OFF-17 CON5TRUCTICN (TYPICAL): WALLS AND CEILING (y) - I / 4" ALUMINUM GUTTERS AND LEADERS OVER IXG WOOD O SEE RAFTER CLIP DETAIL FASCIA BOARD. VINYL PERFORATED SOFFIT VINYL PANEL _ i / 2X8 CEILING/COLLAR TIES / ON LAST SHEET SEE FLOOR TO FLOOR @ 16" O.C. WITH (2) '/8" WALL CONSTRUCTIOrJ (TYPICAL): NEW 1 -2X4 STRAPPING DETAIL ON ,, _ / 14" RIM JOIST — THRU-BOLTS AT EACH END VINYL SIDING RATED FOR I 10 MPH WINDS Ort AIR _ SOLE PLATE j LAST 51-11-ET INFILTRATION 1101USF WRAP OVER NEW G" K- 1 9 BATT INSULATION 112" CDX EXTERIOR PLYIVOOD OrJ 2X4 STUDS AT I G" / ION O.C. WITH 3 112" P,-- !3 BATT INSULATION -` ! ' - ' \ J SII MAINTAIN I " AI R GAP — Ir J� , - 1 -0 CATHEDRAL CEILING I PR.OJF CT I ' I II PROPOSED LIVING ROOMVIVINETTO `14 TJI 560TFRIES WOOD � ; IDrN CE I JO SS@ G O.C. L � �TIO N SADDIT � N5 AL"I PROPOSED NEW 2 X 8 FLOOR r-- .- SEE ANCHOR BOLT T 2 595 \IVEI-L� AV , VE DETAIL ON LAST SHEET MSEC ANCHOR BOLT JOISTS @ 16 O.C. ® j(��� I-�( ,� NY1ST F.F, 'I 2 CAR GARAGE ® DETAIL ON LAST 5HFIfT �. � i i ,dl ' r^•III f ADE G. --NEW 22 X 8 GIRDER GRADE G R ;ZADE 1 - GRADE ''-1 I I—II I—II I I I I-- III-1 I I I I 1=1 I!=I' -1 I I I 11= I •° I I 1=1 11=1I I—I 11=I'' ''I—III=1�1—II a - - .• I_I�I—ISI—III -11111111 •° ! PROPOSED II�ITil�ll�l„�1�— aII=III ° ill-III- _111 SEAL 51GNATUPF �J LATE: 0 1 -25-- 1 G 4” THICK POURED CONCRETE SLAB W/ GXG WWM m 8" Tf 11CK POURED BASEMENT oI G o2 3500 PSI OVER G" STONE AND VAPOR FARRIER PFOJECT No: _--- _ CONCRETE__-- ��t�✓ <�IS03�! DRAN�!rdG Bl': CD 8" THICK POURED CONCRETE _ ___� FOUNDATIONI WALL I` ooz 0 FOUNDATION WALL 3500 PSI 3500 PSI � '° 4 THICK POURED CONCRETE SLAB 3500 PSI m 2N ot1r; BY: BC DWG No: CONCP�ETE 8" X I G" POURED z _ WITH 2X4 KEYWAYAND (4) `; -- ---- �0063734 �,b• FOOTING V� ,� •__ 1 . —� � #4 REBAR EQUALLY SPACED AND 3" - A�oFess�oN�� GARAGE ADDTI ON 5ECTION OFF BOTTOM. 3500 PSI CONCRETE A-003 00 I 0 LIVING ROOM SECTION 5CALE: %"= 1 '-0" SCALE: ELITE D EW,\IAN COLLIN ",-) P? 53 "MILLOVV 5-1 Pff-Ef GARDEN CITY, NY, 1 1530 TEL:(5 I G)74 1 -0053 M . FAX:(5 I G)74 1 -0053 TOP OF ROOF ELEV. +23'-4" I -T I ---T s —E -T- TOP OF ROOF ELEV. +20'-8" -T F I IT -7- -T 11 11OP PLATE ELEV. +16'-10" -T- L�T Ll 0 FF -]--I I I I I I I I F 7 --T--T- T­'- I I I I I I T I I I L T alk- LOP PLATE FLEV. lo,_8;r --j 2ND FF ELEV. +10'-0"-- ---- -= l T TOP PLATE IL ELEV. +8'-8" Ll - - T J— T—L— ! 1 7,1111 -Till -1-T] I -1-1 J1 --A ,9k 1 ST FF H 1ST FF L I 11 1 1 1�I�I�I�I I L d Ll U T ELEV. +2'-8" F TY I I I I i- 1k T= LSI ELEV. +2'-8" I A J! ru OIL GRADE ELEV. 0.0 FRONT ELEVATON SCALE: 1 '-0" 'f,jIQ 4! le� u U IL � � ``_" —_ _ __ �i its I �� /�! l I`f � �'r l 4 � ' `— i � ` 0 PROJECT u VIVINETTO RESIDENCE �-�� : - =-� ���� Q ADDITIONS * ALTERATIONS Uddu 2595 WELLS AVE ORO U5OUTHOLD NY L dil 0000-md vcvv.:� ' cozz 0 FRONT ISO22 or SCALE:NTS REAR 150 DVvG Jo: SCALE:NTS, 0 w 063734 % Ess%o A-004 . 0( TABLE 3. 10 ROOF SHEATHING ATTACHMENT REQUIREMENTS F FFNOTE: FOR WIND LOADS-EXPOSURE B E L I T LF DRAFTING * �O THESE PLANS ARE IN CONFORANCE WITH THE 2010 RESIDENTIAL r CODE OF NEW YORK STATE AS WELL AS THE AMERICAN SOCIETY THREE SECOND GUST 85 90 100 1 I 10 I 120 130 40 Iso -i THE W FRAME WIND SPEED(mph) HOME DESIGNS INC OF CIVIL ENGINEERS, MINIMUM DESIGN � H WOOD � � 63 1 -455- 1 64 2 CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS TRUCTU L SHEATHING 2001 EDITION E F E I F E I F 11 E F 11 E I F E I F E I F I E I F SHEATHING RAFTEP7RU55 SPACING MAXIMUM NAIL SPACING 4P 8D COMMON NAILS I OD BOX NAILS(INCHES, O.C.)5 GENERAL NOT5 LOCATIONS (INCHES, O.C.) BRIAN COLLIN5 , . If . E= 1 . ALL DIMEN51ON5 AND CONDITIONS TO BE VERIFIED BY CONTRACTORS 122 G 12 G 12 G 12 1 G 12 1 G 12 G 12 G 12 G 12 59 WILLOW STREET PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. INTERIOR ZONE G 12 G 12 G 12 12 G 12 G 12 G 12 G 12 19.2 G 12 G 12 G 121 G 12 I G 12 G 12 G 12 G 122 GARDEN CITY, NY, 1 1 530 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS 5UPERCEDE 24 G 12 G 12 G 12 G 12 0 G 12 G 12 G 122 G 122 TEL:(5 I G)74 1 -0053 SCALED DIMENSIONS. 12 G 12 G 12 G 12 G 122 G 122 G 122 G G G G U FAX:(5 I G)741 -0053 PERIMETER EDGE ZONE ZI 2 16 6 12 6 12 6 12 G 12 6 6 G 6 63 63 G' 63 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT 24 G 122 G 122 G 1221 G G 1 G G G3 G3 6' 63 4` 44 RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION 24 G 122 G 122 G G 6' G3 G3 G3 6' G3 4° 4' 4° 4' OF TH I5 CONSTRUCTION PROJECT. GABLE ENDWALL RAKE OR RAKE TRU55 W/LOOKOUT BLOCK G G G' G' G3 G' G3 G3 4 4 44 4" - - - 111111] 1 1444 4. ALL CONCRETE STRENGTH [Fc] TO BE 3,000P.5.1. MIN. @28 DAYS GABLE ENDWALL RAKE OR RAKE TRU55 W/O RAKE OVERHANG G G G G G 6 G G G G G3 G3 G3 G3 G3 G3 SEE TABLE 8402.2 ON FOUNDATION SHEET FOR CONC COMPRESSIVE STRENGTH L-_-- - - - - 111-1 1- 5. FOUNDATIONS AND FOOTINGS ARE 51ZED FOR BEARING ON VIRGIN r BOARD SHEATHING 501L AT MIN. BEARING CAPACITY OF I TON PER SQUARE FOOT • SHEATHING SIZE PAFTER!(RU555PACING MINIMUM NUMBER OF 8D COMMON NAILST1 I-I 'WITH A MINIMUM OF 3'-0" COVER. (INCHES, O.C.) L OR IOD BOX NAILS PER SUPPORT J LI LL SEE TABLES 430. 1 � 401 .4. 1 ON FOUNDATION SHEET Ix60R IxBSHEATHING 12-19.2 2 2 2 I 2 1 2 2 2 2DER G. ALL WOOD FRAMING, INCLUDING:CC)LUMN5,PO5T5,GIRDER5,BEAM5, IxI00RLAIZGER EATHIN SHEATHING 12-19.2 3 3 3 3 3 3 3 3 - J0I5T5,5TUD5 ETC. TO BE DOUG FIR No.2 OR BETTER WITH: - - E -NAIL SPACING AT PANEL EDGES(IN.) _ 7. STRUCTURAL STEEL TO BE ASTM A3G,DETAILED, FABRICATED F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL AND ERECTED AS PER A.I.5.C. FIELD(IN.) - - -1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 51DE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE 8. WOOD SILLS TO BE 2-2"xG" ACQ ORWOLMANIZED P�Tg i I N Q�R�pQEI �LLJ�LL5LL - - - - - - - - - - - - - - - - - - - - - - - - - - - - p p ANCHORED W/ 12" X I/2" ANCHOR BOLTS ANCHOIR r TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >_ 0.49. FOR FRAMING MEMBERS WITH 0.42 P I\O I OSE D Q I G < 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO G INCHES O.0 @ 3G" O.C. * 12" MAX FROM CORNERS 3. TABULATED G INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH G >_ 0.49. FOR FRAMING MEMBERS WITH 0.42 5 G : 0.49 THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. - - - - - - - - - - - - - - - - - - - - - - - -j SCALE: NTS 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH 0.42 5 G <0.49•THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"x4" POSTS 5. TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B. UNLESS OTHERWISE NOTED [U.O.N.]. 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. TABLE 8301.5-MIN. UNIFORMLY D15TRI13UTED LIVE LOADS 1 1 . BRIDGING TO BE EITHER FULL DEPTH 2"x SOLID OR I"x3" OR 18 GAUGE (IN POUNDS PEP,5QUARE FOOT) LIVE LOAD CR055 BRIDGING,@ MID-SPAN OF FRAMING BAY AND NOT EXCEEDING 8-0ON CENTER. EXTERIOR BALCONIES 60 12. ALL HEADERS TO BE 2-2"x8"UNLE55 OTHERWISE NOTED. DECKS 40 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE FIRE E5CAPE5 40 THAN 2 INCHES. PA55ENGER VEHICLE GARAGE5 50 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. ATTICS WITHOUT STORAGE 10 15. ALL WOOD FRAMING ANCHORS FOR BEAM5,JOI5TS„RAFTER5,ETC.TO BE SCOPE OF WORK: 18 GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLLIER5,WV. ATTICS WITH 5TORAGE 20 INSTALL 2 NEW DOGHOUSES ON EXISTING ROOF LINE, ADD NEW \ 0 (800 -G38-8989) OR 51MP50N STRONG-TIE CO. PLEASANTON CA. fie' S (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS. ROOM5 OTHER THAN SLEEPING ROOMS 40 LIVING ROOM ADDITION, NEW GARAGE AND MASTER BEDROOM ADDITION, NEW BREEZEWAY AND NEW FRONT PORCH -� � 1 6 MIL. POLYETHYLENEVAPORVAPORPOR BARRIER ON I 6E WELL COMPACTED CTED SAND OVER SLEEPING ROOMS 30 �,0 2 G. Zp�Ac �� � `3 �� 0" c/ AND GRAVEL F►LL. STAIRS 40 \ � �G 0 0� 17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 245 CONTINUOUS GUARDRAILS AND HANDRAILS 200 y REINFORCING RODS. �JL 18. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE TABLE 8301.7-ALLOWABLE DEFLECTION OF (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL 5TRUCTURAL MEMBER5 LIVE LOAD TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND RAFTERS HAVING SLOPES GREATER THAN 5/12 WITH NO INTO EXISTING CONTOURS, MAXIMUM SLOPE @ 3: 1 . FINISHED CEILING ATTACHED TO RAFTERS. U18o Q/ 20. FIREPLACE FOOTINGS SHALL EXTEND G" FROM FOUNDATION ON ALL SIDES INTERIOR WALLS AND PARTITIONS H/I80 PROPOSED %� AND SHALL BE 12" THICK. LOCATION OF FLOORS AND PLASTERED CEILINGS U3G0 22'X X ADDITION 2 1 . PROVIDE COMBUSTION AIR VENTS AS PER RESIDENTIAL CODE OF NEW YORK STATE. ALL OTHER STRUCTURAL MEMBERS U240 22. SMOKE-DETECTING ALARM DEVICE INSTALLED SHALL CONFORM WITH GG \ / EXTERIOR WALLS WITH PLASTER OR STUCCO FIN15H H/3GO O \ SECTION R3 1 3 OF THE RESIDENTIAL CODE OF NEW YORK STATE. G 'O REFER TO "SMOKE DETECTOR" NOTE IN BOX ON THIS SHEET. EXTERIOR WALLS-WIND LOAD5 WITH BRITTLE FINISHES U240 O \�0� 0� s \� `Ii 23. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE 1 `S G� WINDOW IN EACH SPACE, (EXCEPT K'ITCHEN5) FOR EMERGENCY ESCAPE, 2 xe REFER TO "WINDOWS SHALL CONFORM" NOTE IN BOX ON THI5 SHEET. \ 06 0 24. MINIMUM AREA OF GLA55 AND VENTILATION FOR HABITABLE SPACE SHALL \O S S i BE 8 % OF FLOOR AREA FOR GLA55,AND 4 % OF FLOOR AREA FOR VENTILATION J Z� ooh SECTION 8303 \ G .`O��( \v o 25. ALL GLAZING SHALL CONFORM TO SECTION 8308 "GLAZING" ' A- ��' d<1 Bldg Dept copy from ZBA \12 �� \ Q� Final reviewed documents OF THE RESIDENTIAL CODE OF NEW'YORK STATE. O \ „p� �o� o, PROPOSED LOCATION OF '� �vv Dater/--;v �e,• � v• ZBA File,# �jaj.�C/ 2G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITI THE I O'X7' BREEZEWAY RESIDENTIAL CODE OF NEW YORK STATE AND ITS ADOPTED GENERALLY �O�' PROPOSED O \0 Z ACCEPTED STANDARDS. FRONT PORCH 3 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTEDPROPOSED LOCATION OF PROJECT AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH O LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND O 23X23' GARAGE CLEANOUT5. pp 28. HEATING AND COOLING DE51GN SHALL COMPLY WITH A.5.H.R.A.E. OQi �G�. \ V''IVI NETTO RESIDENCE STANDARDS. � \� �o� ADDITIONS * ALTERATIONS 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE "v \ O O NATIONAL ELECTRIC CODE [NEC]. / p�'�� ` 2595 WE LLS AVE IMPORTANT NOTES G G P� / s �, SO UTH O LD NY 1 ROJECTOSUDARCHITECTPERVISION, IOP CTION ENGINEER OR ADMINISTRATION STRATI ON OF THIESPONSIBLE OSR O CONSTRUCTION PROJECT. 2. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE, LOCAL CODES AND ORDINANCES HAVING JURISDICTION. /O� ��• O�oO ' 0, 0�' 3. NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING SEAL t SIGNATURE DATE: 0 1-25-1 G JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE / PROJECT No: 2016-02 RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL ��� DRAWING BY: CD WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, r eel CHK BY: BC DISTORTIONS, AND DISALIGNMENT ACCORDING TO ALL APPLICABLE DWG No: CODES, STANDARDS, GOOD CONSTRUCTION PRACTICES. 5. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE WORK NOT APR 14 zO,C O CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS °NI,�4 � P LOT PLAN T-00 1 . 0 0 pP PERSONAL SUPERVISION. OF Av�� Z 2 ELITE DKAfT1 NG NOME DE51GN5 INC G3 1 -455- 1 G42 DIVISION 1 : GENERAL REQUIREMENTS : 2 1 .) THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK 2PROVIDE BASE PLATE FOR ALL STRUCTURAL STEEL BEAMS BEARING ON CON- L.) PLYWOOD: a. TOP CHORD PLANE: PROPERLY INSTALLED PLYWOOD DIVISION 15: MECHANICAL BRIAN COLLIN5 ,.)TO INSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. CRETE OR MASONRY. PROVIDE STANDARD ANGLE ANCHORS AND INSERTS, SHEATHING WITH STAGGERED JOINTS AND CORRECT A.) HEATING VENTILATON AND AIR CONDITIONING: F I .) WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: TIES, CLIPS, ANCHORS, STRAPS, HANGERS, BOLTS, BEARING PLATES AND 1 .) ALL PLYWOOD SHALL BE DOUGLAS FIR AND SHALL BE MANUFACTURED AND NAILING SHOULD ADEQUATELY BRACE THE TOP CHORD A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED 22.) THE ARCHITECT HAS NOT BEEN RETAINED FOR THE DE51GN OF THE ELECTRICAL, OTHER HARDWARE AND FASTENING DEVICES AS MAY BE REQUIRED OR INDICATED GRADED IN ACCORDANCE WITH U.S. PRODUCT STANDARD P5 1-83 FOR PLAN. HOWEVER, WHEN GABLE END TRUSSES ARE 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES, AND 53 WILLOW STREET ON PLANS OR SPECIFICATIONS. HEATING, A.C., OR PLUMBING SYSTEMS.STATE, COUNTY, AND LOCAL ORDINANCES.CONTRACTOR IS TO PROVIDE AS PER ON THE ARCHITECTURAL DRAWINGS. CONSTRUCTION AND INDUSTRIAL PLYWOOD". USED, CONTINUOUS 2X4 BRACES SHOULD BE INSTALL- REGULATONS OF THE GOVERNING AGENCIES. B. DESIGN CRITERIA IN REGIONS WHERE THE BASIC ED AT A 450 ANGLE TO THE TRUSS FRAMING. THESE 2.) MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT GARDEN CITY, NY, 1 1 530 3.) ALL CONNECTIONS SHALL BE AISC STANDARD. 2.) EACH PLYWOOD SHEET SHALL BEAR THE"APA"GRADE TRADEMARK. BRACES SHOULD OCCUR AT 3 POINTS ON EACH GABLE WIND SPEEDS EQUAL OR EXCEED I I 0 MILES PER HOUR LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO ARCHITECT PRIOR SHALL BE DESIGNED IN ACCORDANCE WITH "MINIMUM DESIGN DIVISION 3: CONCRETE END: MIDSPAN BETWEEN ROOF CENTER-LINE AND TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL TEL:(5 1 (S)741 -0053 DIV15ION G: 3.) ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER WALL ON EACH 51DE OF CENTER-LINE AND AT CENTER- SHOP DRAWINGS AND NOTIFY THE ARCHITECT OF ANY MECHANICAL AND STRUCT- IFAX:(5 I G)741 -0053 LOADS FOR BUILDING AND OTHER STRUCTURES BY THE A.) GENERAL LINES OF FRAMING MEMBERS. LINE OF ROOF. URAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. AMERICAN SOCIETY FOR CIVIL ENGINEERS (ASCE 7). A.) LUMBER GRADE I .) THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS : 4.) THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO b, WEB MEMBER PLANS: PROVIDE CONTINUOUS 2 - 3.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 C. BUILDING CODE OF NEW YORK STATE 81 1 .) ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE . HEM-FIR THE JOISTS AND TRUSSES AND PARALLELTO THE STUDS. 4 BRACES AT 45°ANGLE FROM THE BOTTOM CHORD AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED ENERGY CONSERVATION CODE OF NEN/YORK STATE. WITH THE FOLLOWING UNIFORM STRUCTURE VALUES. GRADING SHALL COMPLY OF THE TRUSS. THI5 BRACE SHOULD CROSS AT BY OTHERS. ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SLUMP WITH PS 20-94 "AMERICAN SOFTWOOD LUMBER STANDARD"AND APPLICABLE 5.) NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. D. ALL APPLICABLE LOCAL AND STATE CODES, @ 28 DAYS (P51) 51ZE WESTERN WOOD LUDING ALL APPLICABLE THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS SHALL BE I" LEAST 2 ADJACENT TRUSSES AND TERMINATE AT B.) PLUMBING: ORDINANCES AND REGULATIONS. ADJUSTMENT FACTORS. THE TRUSS RIDGE. SECURELY NAIL THIS BRACE 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODE, AND FOOTINGS 3000 Y-I/2 4"±I" FOR 8d NAILS END I-3/8 FOR I Od NAIL.,. TO ALL MEMBERS IT CROSSES. INSTALL THI5 BRACING E. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS SLAB-ON-GRADE 3000 Y-1/2 411±1/2" A. EXTREME FIBER BENDING STRESS: Fb=850 AT ALL GABLE OR END WALL CONDITIONS AND AT REGULATIONS OF THE GOVERNING AGENCIES. METHODICALLY, THE CONTRACTOR SHALL BE WALLS 3000 Y-1/2 411+ I" P51 (REPETITIVE NUMBER USE) G.) ALL FLOORS SHALL BE GLUED AND NAILED WITH APA APPROVED EIASTOMERIC I FOOT MINIMUM INTERVALS THROUGHOUT THE TRUSS 2.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 BOUND TO PERFORM IN STRICT COMPLIANCE GARAGE SLABS STRUCTURAL ADHESIVE AND 8D COMMON, SMOOTH, OR RING SHANK NAILS WITH MANUFACTURERS SPECIFICATIONS AND/OR f- EXTERIOR SLABS 3500 Y-1%2 4"- W/5" B. HORIZENTAL SHEAR : 75P51 SYSTEM. AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED RECOMMENDATIONS. AIR ENTRAINMENT C. COMPRESSION PERPENDICULAR TO GRAIN SPACED 6"O.C. AT PANEL EDGES AND I C" O.C. AT INTERMEDIATE SUP- BY OTHERS. Fct= 405 PSI PORTS, c. BOTTOM CHORD PLANE: PROVIDE CONTINUOUS 2 D. COMPRESSION PARALLEL TO GRAIN FC X 4 BRACES ON TOP OF THE BOTTOM CHORD OF ALL 3.) PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS 2.) CONCRETE WORK SHALL CONFORM TO ALL REQUIRMENTS OF AC I-318-LATE5T EDITION M.) CORNER BRACING: ROOF TRUSSES. THREE ROWS MINIMUM ARE REQUIRED AND NOTIFY THE ARCHITECT OF ANY PLUMBING, HVAC, STRUCTURAL, AND 2.) ON-SITE VERIFICATION OF ALL DIMENSIONS ,AND CONDITIONS SHALL AND ASTM C 1157. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 1300 PSI BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUBCON- E. MODULUS OF ELASTICITY : E = 1,300.000 PSI LOCATED AT THE 114 POINTS OF THE TRU55 SPAN. DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. TRACTORS. 1 .) UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH SECURELY NAIL THESE BRACES TO ALL MEMBERS DIVISION I G: ELECTRICAL SCALE 3.) ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS I x I DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 PLYWOOD SHEET OF THICK- THAT IT CROSSED. 3.) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER S DIRECTLY FROM DRAWINGS. CONTRACTOR`_SHOULD CONSULT CALE ARCHITECT SHALL BE POSITIVELY SECURED IN PLACE AND LOCATED ACCORDING TO E. MOISTURE CONTENT : 19% MAXMIUM. NE55 TO MATCH THAT OF SHEATHING, OF,WITH METAL STRAP DEVICES INSTAL- 1 .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS BEFORE CONCRETE LED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS (I G GA. C0MPRE5- 5.) WOOD FLOOR TRUSSES : SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELE- IN CASE OF QUESTIONS. 15 PLACED. 2.) OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPCECIES SHALL MEET 51ON TENSION). 1 .) FLOOR TRUSSES TO BE MANUFACTURED AND INSTALLED IN STRICT ACCORDANCE PHONE COMPANIES. 4.) THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE g.) REINFORCING STEEL OR EXCEED REQUIREMENTS NOTED ABOVE. WITH MANUFACTURER'S RECOMMENDATION. ALL SPANS, JOIST DEPTH AND 2.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 JOB UNLESS OTHERWISE NOTED OR SHOWN. 2.) LAP PLATES AT ALL CORNERS. SPACING TO BE VERIFIED BY MANUFACTURER'S. SHOP DRAWINGS INDICATING 1 .) REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED " CALCULATIONS, LOADING, LOAD TEST DATA AND ANY OTHER INFORMATION AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED 5.) DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE BARS GRADE GO CONFORMING TO ASTM A G 15. WELDED WIRE FABRIC SHALL 3.) MOISTURE CONTENT: ALL LUMBER 4AND DEEPER SHALL HAVE A MOISTURE N.) NAILING REQUIRED SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED BY OTHERS. ALL DRAWINGS. WHERE IN THE OPINION OF THE CONTRACTOR, A DIS- CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND CONTENT NOT GREATER THAN 10%. AIR DRIED LUMBER 15 DESIRED BUT IN THE JURISDICTION WHERE CONSTRUCTION 15 TAKING PLACE. TRUSS 3.) INSTALLATION: CREPANCY EXISTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT IN LOCATION. NOT NECESSARY. LUMBER MAY BE KILN DRIED. HOWEVER DRYING PROCESS 3,) ALL NAILING SHALL BE IN ACCORDANCE WITH SECTIONS RG02.3(1)AND RG02.3(2) MANUFACTURER SHALL VERIFY ALL 5PAN5.DIMEN51ON5, BEARING POINTS WRITING BEFORE PROCEEDING WITH THE WORK OR HE SHALL BE RESPON- MUST BE SLOW AND REGULATED TO CAUSE A MINIMUM AMOUNT OF CHECKING. AS WELL AS TABLES RG02.3(1)THROUGH RG02.3(4)OF THE RESIDENTIAL CODE OF A.) ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED 51BLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. 2,) DETAILING. FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN COMPARABLE WITH AIR DRIED STOCK. SPACING. ETC. FABRICATOR MUST SUBMIT TWO SETS A COMPONENT SHOP ACCORDANCE WITH ACI-3 15 MANUAL OF STANDARD PRACTICE FOR DETAILING NEW YORK STATE OR IN ACCORDANCE WITH ASd�ER TO THE"FASTENER DRAWINGS AND TRUSS LAYOUT PLAN, EACH SEALED BY A PROFESSIONAL TO WEATHER SHALL BE WEATHERPROOF. G.) OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL REINFORCED CONCRETE STRU 4.) ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SCHEDULE FOR STRUCTURAL MEMBERS"ON DRAWING C-2 FOR FURTHER INFORMATION)ENGINEER REGISTERED IN THE JURISDICTION WHERE THE CONSTRUCTION B.) BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE THE CE FE E EVENT THAT CERTAIN FECONSIDERED PART THE CONDITIONS FOR THE WORK. INATURES OF THE CONSTRUCTION ARE NOT NCE WITH CRS 1 STANDARDS. SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH AMPA IS TAKING PLACE,TO ARCHITECT PRIOR TO FABRICATION, ONE FOR ARCHI- LOCATED 5"ABOVE COUNTER TOP UNLESS OTHERWISE FULLY SHOWN ON THE DRAWINGS, CURRENT NATIONAL, STATE AND LOCAL STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS./CUBIC FEET". 0.) FIRE STOPPING: TECT'S RECORDS AND ONE TO BE RETURNED TO CONTRACTOR AFTER REVIEW. NOTED ON DRAWINGS. CODES, ORDINANCES, REGULATI0N5 OR AGREEMENTS AS WELL AS CURRENT 3.) ALL REINFORCING BARS WHICH INTERCEPT PERPENDICUTAR ELEMENTS SHALL ACCEPTABLE BUILDING PRACTISES SHALL GOVERN, AND THEIR CONSTRUC- TERMINATE IN HOOKS, PLACED TWO (2) INCHES CLEAR FROM SIDES TOP 5.) GRADE STAMPS SHALL APPEAR ON ALL LUMBER 2.) STORE TRUSSES ABOVE GRADE ON WOOD STACKING TO PREVENT CONTACT C.) RECEPTACLES SHALL BE INSTALLED VERTICALLY OF ELEMENT� O INCHES FROM BOTTOM. I .) FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT TION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS WITH BARE EARTH. COVER WITH TARPAULINS TO PREVENT EXPOSURE TO AT 12"ABOVE FINISH FLOOR(I 8" IN BASEMENTS)AND 12'-0" O.C. THAT ARE SHOWN OR NOTED. OPENINGS (BOTH VERTICAL AND HORIZONTAL)WITH 2" NOMINAL LUMBER THE ELEMENTS. ALWAYS STORE UPRIGHT ESPECIALLY IF STACKING. HORIZONTALLY. ALL RECEPTACLES WITHIN G'-0" 6.) STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO OR 2 THICKNESSES OF I" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR 7.) THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE WEATHER. HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL 4 ) THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST OTHER APPROVED MATERIAL. CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ' FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE POUR. NO CONCRETE DIVISION 7: THERMAL AND MOISTURE PROTECTION BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, IN CONNEC- SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. B.) FLITCH BEAMS : P.) ALIGNMENT: TION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE FOOTINGS SHALL BE DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO A.) ROOFING: D.) WALL SWITCHES TO BE 48"ABOVE FLOOR. OF THE CLIENT OR HIS CONTRACTORS, SUB--CONTRACTORS, OR ANYONE CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLEDE.) ALL SMOKE DETECTORS TO BE WIRED IN A MANNER PERFORMING ANY OF THE WORK TO CARRY OUT THE WORK IN ACCORDANCE BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICAL. 1 .) FLITCH BEAMS SHALL HAVE A MINIMUM Fb- 1500, E-1 .4 WITH MIN. 112" 1 .) ALL RAFTERS AND JOIST FRAMING FROM OPPOSITE SIDES SHALL LAP AT 1 .) ASPHALT SHINGLES:TWENTY- FIVE(25)YEAR SELF SEALING SHINGLES OVER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE WITH THE APPROVED CONTRACT DOCUMENT. BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND BOTTOM EDGE LEAST SIX(G) INCHES AND BE SPIKED TOGETHER. I LAYER OF 15#ASPHALT SATURATED FELT UNDERLAYMENT UNLESS OTHERWISE UNLESS OTHER WISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM ALL. 8.) ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR 51TEW0RK, PLUMBING 5.) MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS PER 2" FROM EACH END (SEE TYPICAL FLITCH PLATE BOLT PATTERN DETAIL). 2.) WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND HEATING, VENTILATING, ACI 318 AS FOLLOWS: FIRE/ BURGLEKY SYSYTEMS, CABLE/TELEPHONE, MINIMUM COVER C.) JOIST HANGERS: STRAPS. 2.) ICE PROTECTION: PROVIDE A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A A. CONCRETE CAST AGAINST AND (ICE SHIELD)THAT 15 TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24" PART OF THE PR0FE551ONAL SERVICES PROVIDED TO THE CLIENT BY PERMANENTLY EXPOSED TO EARTH. 3" 1 .) ALL PURLINS. JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS Q•) PARTITIONS: INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED B. CONCRETE EXPOSED TO EARTH OR WEATHER: SHALL BE SUPPORTED BY MEANS OF METAL HANGERS. 1.) GENERAL: SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD BE NO. G THROUGH NO. 18 BARS. 2" 3.) CEDAR SHAKES : #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45'T) INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. NO. 5 BAR, W3 I OR D3 I WIRE, AND SMALLER. I I/2" 2.) JO15T HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO a. DOUBLE JOISTS CENTERED UNDER ALL PARALLEL PART(- OVER ONE LAYER 150 A.S.F. UNDERLAYMENT. INSTALL WITH 4/2"WEATHER A5TM-A52G. MIN. 20 GAUGE. PRODUCTS ACCEPTABLE SHALL BE SIMPSON, TIONS FOR FLOOR TRUSSES. FOLLOW MANUFACTURER'S EXPOSURE. APPLY AN 18"WIDE STRIP OF 150 A. S. F. OVER EACH COURSE 9.) PRIOR TO APPLICATION FOR BUILDING PERMIT, THE CONTRACTOR WILL C. CONCRETE NOT EXPOSED TO WEATHER KANT-SAG, OR EQUIVALENT. INSTRUCTION. OF SHADES, 9" FROM BOTTOM EDGE OF SHADE EXTENDING OVER TOP OF FURNISH THE ARCHITECT WITH TWO SETS OF SHOP DRAWINGS OF ALL OR IN CONTACT WITH GROUND: SHADES AND OVER SHEATHING. PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, SLABS, WALLS, JOISTS: D.) BOLTS IN WOOD FRAMING: b. PROVIDE SOLID BLOCKING AT 4'-O" O.C. BETWEEN 4.) SAVE FLASHING: SEE NOTE B-4, BELOW. THE OTHER SET TO BE RETURNED TO CONTRACTOR AFTER REVIEW. THE JOIST AND FIRST INTERIOR PARALLEL JOIST ITEMS REQUIRING SHOP DRAWINGS INCLUDE: BUT ARE NOT LIMITED NO. 14 AND NO. 18 BARS. 1 1/2" 1 .) ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH . 5.) EXTERIOR WALLS SHALL HAVE R-1 5 (3-1/2") KRAFT FACED FIBERGLASS INSULATION TO ROOF TRUSSES, FLOOR TRUSSES, STAIRS, CABINETS, VANITI ES, NO. I I BAR AND SMALLER. 3/4" STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS. c• SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE AND ROOF SHALL HAVE R-38 (12") KRAFT FACED FIBERGLASS INSULATION. THE ETC. SHOULD THE DESIGN OR CONFIGURATION OF ANY PREFABRICATED COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY BEAMS, COLUMNS: TOP PLATES MUST BE STAGGERED A MINIMUM OF VAPOR BARRIER 15 TO FACE THE HEATED SURFACE. APPROVED SHOP DRAWING, THE ARCHITECT SHALL BE FURNISHED, 2.) STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: 4'-0". PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING PRIMARY REINFORCEMENT, TIES B.) FLASHING: THE REVISION. IF THE ARCHITECT 15 NOT PROVIDED WITH THE ABOVE STIRRUPS, SPIRALS. 1 1/2" a. 1/2"AND 5/8" DIAM. BOLTS - 2-114"Sq. X 5/1 G" d. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. I .) ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD b. 3/4" DIAM. BOLTS-2-5/8"S X 5/1 G". HARMLESS THE ARCHITECT FROM ANY CLAIM OR SUIT WHAT50EIER, SHELLS, FOLDED PLATE MEMBERS: a' STRUTURAL VARIATIONS ARE ALLOIVED IF SUBSTAN- BE OF NOT LESS THAN NO. 26 U.S. GAUGE CORROSION-RESISTANT METAL. INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS NO. G BAR AND LARGER. 3/4" 3.) EACH BOLT HOLE IN WOOD SHALL BE DRILLED I/I G" LARGER THAN DIAMETER e' INCLUDED, ARISING OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER. 112" OF BOLT. TIATED BY ENGINEERING CALCULATIONS, STAMPED 2.) FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED ITEMS. BY PROFESSIONAL ENGINEER LICENSED TO PRACTISE MATERIAL TO EXTEND AT LEAST 4" BEHIND WALL COVERING. COVER ALL C.) FOUNDATION : IN THE JURISDICTION WHERE CONSTRUCTION 15 EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 10.) USE OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF THE ARCHI- 4.) FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS TAKING PLACE. ONE SET OF CALCULATIONS TO TECT IS FORBIDDEN. COPYRIGHT I .) FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS BE PROVIDED TO ARCHITECT FOR APPROVAL PRIOR 3.) STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD E.) LAG BOLTS: TO CONSTRUCTION. I 1 .) THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BEAR A MINIMUM OF 1'-0" INTO ORIGINAL UNDISTURBED 5O1L AND BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR WALLS OR ROOF SURFACES. A MINIMUM OF 48" BELOW FINISHED GRADE. WHERE REQUIRED, STEP 1.) SHALL BE OF STRUCTURAL GRADE STEEL CONFORMING TO ASTM A307. f. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SHALL BE VERIFIED BY THE CONTRACTOR FOR CONFORMANCE TO LOCAL FOOTINGS TO RATIO OF 2 HORIZONTAL TO I VERTICAL. 4.) SAVE FLASHING WHEN REQUIRED SHALL CONSIST OF TWO LAYERS OF 150 CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THESE SPECIFICATIONS AND LOCAL RULES OR CONDITIONS, THE CONTRAC- 2.) WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON 2.) BEARING WALLS SUPPORTING ONE FLOOR OR MORE: TOR SHALL. NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY 2.) WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATI0N5,5UCH WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM 2/3 DEPTH OF MEMBERS THE EDGE THE SAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES AND SPECIAL ENGINEERING REQUIREMENTS `5HALL BE APPLIED TO INSURE CHANGES SHALL BE MADE AS DIRECTED BY THE ARCHITECT. BEING BOLTED TOGETHER. a. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM INSIDE THE INTERIOR WALL LINE OF THE BUILDING. THE BUILDINGS STRUCTURAL INTEGRITY. 12.) THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMA- 3.) ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BF BUILDING OFFICAL. 2 X 4 STUDS SPACED 16"O.C.OF TYPE LUMBER C.) ATTIC VENTILATION: TION CONTAINED WITHIN THE DRAWINGS. THE MORE STRINGENT 5HALL PRIOR TO THE PLACING OF ANY CONCRETE. THE BUILDING OFFICIAL SHALL .) ALTERING STRUCTURAL MEMBERS: SPECIFIED. BE FOLLOWED. BE GIVEN FORTY-EIGHT(48) HOURS NOTICE FOR THIS OBSERVATION. 1 .) NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT b• BY A DOUBLE TOP PLATE OF LE55 THAN 2-2 X 05 1 .) ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE 13.) 5O1L CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDI- OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. DO NOT OR 3-2 X 4'5 15 USED, FLOOR J01'5T5 SHALL BE CROSS VENTILATION FOR EACH SEPERATE SPACE WITH SCREENED VENTILATING TI0N5: 4.) 5O1L INVESTIGATION AND REPORT : ALL EARTH WORK COMPACTION AND ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. CENTERED DIRECTLY OVER AND BELLOW BEARING WALL OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN SUPERVISIONS SHALL BE DONE ACCORDING TO THE RECOMMENDATIONS OF STUDS WITH A TOLERANCE OF NO MORE THAN I" ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. SEE DETAILS BEARING CAPACITY : MIN. 2000 PSF, FIELD VERIFIED BY A LICENSED THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ON ARCHITECTURAL PLANS FOR LOCATIONS AND DETAILS. SITE ENGINEER, UNDER,ALL FOOTINGS AND ENGINEER. CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON G.) BULLT-UP BEAMS: UNLESS SUBSTANTIATED BY ENGINEERING CALCULA- UNREINFOKCED SLABS. A 2,000 P51F VALUE. IF ON-LITE TEST BORING INDICATE LESSER VALUES, TIONS. DIVISION 8: DOORS AND WINDOWS WATER TABLE : NOTIFIY ARCHITECT, IN WRITING SO THAT NECESSARY STRUCTURAL MODIFICA- 1.) BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL A.) GENERAL: MIN. 2-0 BELOW BOTTOM OF ALL CONCRE-E TIONS CAN BE MADE. BE INTERCONNECTED AS FOLLOWS: G. BEARING STUD WALLS MUST BE SHIEATHED WITH A SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS. 1 .) ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH WALLS, AND SLABS. 5HALL NOT BE PLACED ON 5.) SLAB -ON-GRADE SHALL BE 4"THICK REINFORCED WITH GxG W 1 .4 x W 1 .4a. 112"SYSTEM BOARD FASTENED ACCORDING STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE NOMINAL OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MMF AND SHALL BE PLACED ON G MIL. VAPOR BARRIER ON 4" CRUSHED a. MEMBERS 9-I/4 AND LESS IN DEPTH: GLUE AND TO DRYWALL MANUFACTURER RECOMMENDATION. ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE MATERIALS. STONE UNLESS OTHERWISE NOTED. INTERNALL W/2 ROWS I Gd AT 32" O.C. STAGGERED EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE WINDOW FROM EACH b. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. DE51GN LOADS: 3XG: GLUE AND THROUGH BOLT WITH 1/2" DIAMETER R.) WOOD ROOF TRUSSES: G.) SLAB -ON-GRADE AT PORCHES SHALL BE 4"THICK UNLESS OTHERWISE NOTED. MACHINE BOLTS AT 24"O.C. STAGGERED. WITH A NET CLEAR-HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", LIVE LOADS: ROOF: 30 P51F(BASED UPON A GROUND SNOW LOAD OF 45 P5F I .) TIMBER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AN51/TPI I AND A SILL HEIGHT OF 44"OR LE55 ABOVE THE FLOOR FOR EGRE55 PU- LOWED REDUCTION FOR SLOPED ROOFS AND THERMAL FACTORS 7,) INSTALL 1/2-1 DIA. X I'8" LONG HOOKED ANCHOR BOLTS A5 PER MANUFACTURER'S H.) CUTTING OF BEAMS. J0I5T AND RAFTERS: STANDARDS, CALCULATIONS. JOINT STRENGTH INFORMATION (ALLOWABLE RP05E5. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY WHICH REDUCE THE ROOF LIVE LOAD TO 28.35 P5F SO WE WILL USE 30 PSF.) RECOMMENDATIONS; 12" FROM CORNERS/ENDS AND INTERVALS OF NOT MORE THAN LOAD PER SQUARE INCH OR PER WALL, ALLOWABLE EDGE DISTANCE, ALLOWABLE ADJACENT TO DOORS OR WITHIN 18"OF THE FLOOR, WHICH MAY BE SUBEJECT FLOORS: 40 PSF (EXCEPT SLEEPING ROOMS: 30 P5F); BALCONIES: GO PSF; 6-0 O.C. MINIMUM EMBEDMENT FOR ANCHOR BOLTS/STRAPS SHALL BE AS 1 .) CUTTING OF WOOD BEAMS. JOISTS AND RAFTERS SHALL BE LIMITED TO END DISTANCES) LOAD TEST DATA AND OTHER INFORMATION AS NECESSARY TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT SHALL BE TEMPERED STAIR LANDINGS: 40 PSF, WIND LOAD: 4G FSF; GARAGE: 50P5F;MAXIMUM SPECIFIED BY MFG. AS PER STATE AND LOCAL CODES AND ORDINANCES. FOUNDATION LATERAL PRESSURE 40 PSF. CUTS AND BORED HOLES NOT DEEPER THAN I/6 THE DEPTH OF THE MEMBER SHALL BE SUBMITTED TO LOCAL AUTHORITIES FOR APPROVAL PRIOR TO DEAD LOADS: FLOOR 15 PSF; ROOF: 12 PSf=. 8.) BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. NOTCH FABRICATION. EACH TRUSS SHALL BE SElCURED AT BEARING WITH ONE CONTINOUS LEVEL FLAT SOLID BEARING SURFACE FOR ALL BEAMS WITH A MINIMUM DEPTH OF THE ENDS AT THE MEMBER SHALL NOT EXCEED 114 THE DEPTH "RAFTER ETC" METAL TYPE ANCHOR AT EACH END. (UNKNOWN LOADS ARE TO BE DETERMINED BY ASCE 7 - 95 "MINIMUM DESIGN BEARING OF 4" OF THE MEMBER. HOLES BORED OR CUT INTO JOIST SHALL NOT BE CLOSER DIVISION 9: FINISHES . LOADS FOR BUILDINGS AND OTHER STRUCTURES") THAN 2 INCHES TO THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER PROJECT 15.) BOTTOM OF ALL FOOTINGS SHALL EXTEND BOF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE A.) GENERAL: EYOND FROST LINE 0=THE DIVISION 4: MASONRY 2.) SCISSOR TRUSSES: MANUFACTURER TO CALCULATE HORIZONTAL THRUST LOCALITY AND MINIMUM 36" BELOW EXISTING GRADE TO UNDISTURBED TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER 5O1L OR SOIL COMPACTED TO 95% MODIFIED PROCTOR DENSITY HAVING A A.) GENERAL : NOMINAL THICKNE55 SHALL NOT BE NOTCHED, EXCEPT AT ENDS OF MEMBERS. OF TRUSSES SUBJECTED TO DESIGN LOADS AND TO INCLUDE THI5 INFORMATION 1 .) ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE LOAD CARRYING CAPACITY AS SPECIFIED IN NOTE 13, AS VERIFIED BY A SOILS WITH SHOP DRAWINGS. EACH TRUSS TO BE SECURED AT ONE END WITH PROVISIONS OF THE BOCA, CABO, 05U LATEST EDITION AND, STATE AND LOCAL V I V I N ETTO RESIDENCE ENGINEER LICENSED IN THE LOCALITY WHERE: PROJECT 15 BEING BUILT. 1.) MATFRIAL-5 1.) PIPES IN STUD BEARING WALLS OR EXTERIOR WALLS: A METAL"RAFTER TIE"TYPE ANCHOR AND A SCISSORS TRUSS CONNECTOR, CODES AND ORDINANCES (AS APPLICABLE). CLEVELAND OR APPROVED EQUAL, AT THE OTHER END TO TIE DOWN THE ADDITIONS � A LT E RAT I O N 5 I G.) ALL FOUNDATION WALL BACKFILL UNDER STABS WHERE DISTANCE FROM A) MORTAR SHALL BE TYPE "M"OR"5"ASTM C-270- 84 1 .) N0THCHE5 MUST NOT EXCEED 25%OF STUD DEPTH. BORED HOLES IN STUDS TRUSS WHILE PERMITTING THE TRUSS TO MOVE OUTWARD WITHOUT DEFLECTING 2.) GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION EDGE OF WALL TO EDGE OF UNDISTURBED SOIL EXCEEDS I G" BUT g) HOLLOW CMU SHALL MEET ASTM C-90-75 CAN HAVE A MAXIMUM DIAMETER OF 40%OF STUD DEPTH. THE NEAREST TO THE WALL. FOR THE INSTALLATION 15 PROVIDED. STORAGE SHOULD BE IN ACCORDANCE LE55 THAN 4'-0"SHALL C0N515T OF CLEAN, POROUS, 5O1L COMPACTED WITH MANUFACTURERS INSTRUCTIONS. IN G" LAYERS TO 95% MODIFIED PROCTOR DENSITY OR PROVIDE#4 REBAR C) FACE BRICK SHALL MEET ASTM C-2 I G-85 THE EDGE OF A STUD FOR A NOTCH OR BORED HOLE IS 5/8 . AT 2'-0"O.C. P-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO 3.) TRUSS DIAGRAMS AND TRUSS LAYOUT PILAN SHOW DESIGN INTENT ONLY. 2595 WE LLS AVE FOUNDATION WALL. 2.) ALL MASONRY SHALL BE PROTECTED FROM FREEZING FOR NOT LE55 THAN J.) BRIDGING AND BLOCKING: TRUSS MANUFACTURER SHALL VERIFY ALL SPANS, DIMENSIONS, HEEL HEIGHTS, 3.) ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING 48 HOURS AFTER INSTALLATION AND SHALL NOT BE CONSTRUCTED BELOW PITCHES, ETC. FABRICATOR MUST SUBMIIT TWO SETS OF COMPONENT SHOP MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING 50 UTh O LD NY 17.) FREE DRAINING GRANULAR BM BACKFILL(SOR BETTER)SHALL BE USED 35 DEGREES FAHRENHEIT WITHOUT PRECAUTIONS NECESSARY TO PREVENT I .) THERE SHALL BE NOT LE55 THAN ONE LINE OF BRIDGING IN EVERY EIGHT DRAWINGS AND TRUSS LAYOUT PLAN, EACH SEALED BY A PROFESSIONAL MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT AGAINST FOUNDATION WALLS CONSISTENT WITH THE ARCHITECTURAL FREEZING. NO ANTIFREEZE ADMIXTURES SHALL BE ADDED TO THE MORTAR. ENGINEER REGISTERED IN THE JURISDICTION WHERE THE CONSTRUCTION EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS PIANS AND RELATED DETAILS, EQUIVALENT FLUID PRESSURE OF BACK- FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE BRIDGING SHALL FILL NOT TO EXCEED 40PCF (-POUNDS PER CUBIC FEED. IF BACK- C0N515T OF NOT LE55 THAN ONE BY THREE INCH LUMBER DOUBLE NAILED 15 TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATION, ONE FOR ARCHI- NOT REQUIRED. r ) BRICK VENEER SHALL BE ATTACHED TO WOOD FRAME WITH MINIMUM #22 TECTS RECORDS AND ONE TO BE RETURNED TO CONTRACTOR AFTER REVIEW. FILL PRESSURES EXCEED ER CF THEN WALLS MUST E DESIGNED FOR ACTUA GALVANIZED SHEET GAUGE CORROSION-RESISTIVE CORRUGATED METAL TIES AT EACH END OR OF EQUIVALENT METAL BRACING OF EQUAL RIGIDITY. 4.) THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH BOCA, CABG AND PRESSURES BY A REGISTERED PROFESSION AL ENGINNER LICENSED IN MIN. 7/8'WIDE AT I G" VERTICAL INTERVALS MIN. AND I G" HORIZONTAL MIDSPAN BRIDGING IS NOT REQUIRED FOR FLOOR, ATTIC OR ROOF FRAMING THE LOCALITY WHERE PROJECT IS BEING BUILT. INTERVALS. PROVIDE 150 ASPHALT FELT OVER SHEATHING AS A MOISTURE WHERE JOIST DEPTH DOSE NOT EXCEED TWELVE INCHES NOMINAL. BLOCK 4.) TRUSS SHOP DRAWINGS INDICATING CALCULATIONS, LOADING, LOAD TEST STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 18.) UNBALANCED FILL NOT TO EXCEED 7-0" UNLESS OTHERWISE NOTED BARRIER. PROVIDE DRAINAGE FOR ONE OPEN VERTICAL BRICK JOINT @ 5OLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT 15 DATA, HORIZONTAL THRUST AND ANY OTHER INFORMATION REQUIRED SHALL AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. BACKFILL 5HALL 2'-0" O.C.. AT LOWEST COURSE ABOVE FINISHED GRADE. NOT OTHERWISE PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE JURISDICTION 5.) PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED OF EIGHT FEET WITH A MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT WHERE CONSTRUCTION 15 TAKING PLACE AND BE SUBMITTED TO BUILDING AS SHOWN ON DETAILS IN ARCHITECTURAL DRAWINGS. FLOORS ARE IN PLACE AND HAVE REACHED THEIR DESIGN STRENGTH. 4.) ALL MASONRY REQUIRED WORKMANSHIP SHALL CONFORM TO THE APPLICABLE JOINTS. PROVIDE 2 FIKE5T0P5 AT MID-POINT VERTICALLY OF STUD OFFICIALS PRIOR TO FABRICATION. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS REQUIREMENTS OF ACI 530-99, ASCE 5-99,TM5 402-99, ASCE G-99, WALLG.) FIRE-RESISTIVE ESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJAC- WHEN BACKFILLING. WHERE BACKFILL 15 REQUIRED ON BOTH SIDES, TMS G02-99 BUILDING CODE REQUIREMENTS $SPECIFICATIONS FOR MASONRY 5.) STORE TRUSSES ABOVE GRID ON WOOD STICKING IN SUCH A WAY TO PREVENT ENT TO A DWELLING UNIT SHALL BE OF RATED CONSTRUCTION ACCORDING BACKFILL BOTH SIDES SIMULTANEOUSLY. STRUCTURES AND COMMENTARY. 2.) PROVIDE DOUBLE TRIMMERS UNDER ALL HEADERS 4 X G OR LARGER. ALL BENDING, WARPING OR DEFLECTION OF TRUSSES. TO SECTION 8309 OF THE RESIDENTIAL CODE OF N.Y.S. 19.) CONTRACTOR 15 RESPONSIBLE FOR ALL REMOVAL OF DEBRIS AS PER LOCAL SUCH MEMBERS SHALL BE GLUED AND SPIKED TOGETHER. VERTICAL SEPERATIONS USED TO SEPERATE AN ATTACHED GARAGE FROM SEAL SIGNATURE DATE: 01 -25-1 G ORDINANCES $ DISPOSE OF LEGALLY OFF SITE. DIVISION 5: METALS. A DWELLING OR ITS ATTIC SHALL HAVE A 3/4 HOUR FIRE RESISTANCE RATING. K.) LINTEL SCHEDULE: G.) ROOF TRUSS BRACING: INSTALL PERMANENT BRACING FOR ALL WOOD ROOF 20.) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING A.) GENERAL : � THIS MAY CONSIST OF ONE LAYER OF 5/8"TYPE'X'GYPSUM BOARD ON THE PROJECT No: 20 16-02 CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR 1.) STRUCTURAL STEEL SHALL CONFORM TO THE REQUIRMENTS OF THE A.I.S.C. TRUSSES AS SPECIFIED BELOW. FOLLOWALL RECOMMENDATIONS SPECIFIED GARAGE 51DE AND ONE LAYER OF 1/2"GYPSUM BOARD ON THE OPPOSITE SIDE. DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE MANUAL OF STEEL CONSTRUCTION. LATEST EDITION. STRUCTURAL STE= 1.) UNLESS OTHERWISE SHOWN, PROVIDE I LINTEL WITH 6 MINIMUM BEARING IN BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS AWT-7G (APPLICATIONS SHALL BE IN ACCORDANCE WITH SECTION 8702.3.) DRAWING BY: CD FOR EACH 4" OF WALL THICKNESS SHALL CONFORM TO ASTM A-3G-84A. STEEL FOR PIPE COLUMNS SHALL . BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE PUBLISHED BY THE TRUSS PLATE INSTITUTE, INC. DRAWINGS, THE CONTRACTOR SHALL CALL THE ARCHITECT FOR CILARIFICATION BE OF EQUIVALENT CAPACITY AND WELDABILITY TO ASTM A-500. ALL HORIZONTAL 5EPERATI0N5 USED TO SEPERATE AN ATTACHED GARAGE FROM CHK BY: BC AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE WELDING SHALL BE IN ACCORDANCE TO THE AMMKICAN WELDING SOCIETY 2.) LINTEL SIZES ARE TO BE 51ZED TO ACCOMDATE THE SPECIFIC LOAD. A DWELLING OR ITS ATTIC, SUCH CONSTRUCTION SHALL BE PROTECTED WITH PROCEDURE, HE SHALL ASSUME ALL RESPONSIBILITY FOR THE CONSEQUENCES CODE AND BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH ONE LAYER OF 5/8"TYPE 'X' GYPSUM BOARD INSTALLED IN ACCORDANCE WITH OF HIS ACTIONS AND/OR DECISIONS. AWS PROCEDURES. ELECTRODES SHALL CONFORM TO ASTM A-233 E70 SERIES. DWG No: THE REQUIREMENTS OF SECTION 805. 1 . T-002 . 00 O SIMPSON HOLD DOWN IN CORNERS 231-011 LAI I'- " ELITE DRAfTING 0 TYP 4 PLACES (SEE LAST SHEET FOR DETAIL AND SPECS) NEW STEPS AND NEW RAILING HOME DE51GNS I PER NYS CODE R3 12 3046 EGRESS 2-2X8 HDR _ � 63 I -455 - 1 642 Q� LIN N O o N DN = �N -411 C BRIAN COLLIN5 , P . E . 4'-0" 0co 59 WILLOW STREET 4'-2" 4'-2" 3065 2068 PROP �� GARDEN CITY NY I 1530 POCKET BATH DN NEW NEW DOOR �o N TEL:(516)741 0053 SECTION R313 Ex CL CL o SMOKE ALARMS, CARBON MONOXIDE ALARMS FAX:(5 1G)741 -0053 51-711 AND AUTOMATIC SPRINKLER SYSTEMS BATH R313.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND 0 o INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE 0Z AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF 0 o o NFPA 72. N NN INS N PROPOSED NN HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR I o MASTER 1 o A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION LF A003 BEDROOM A003 DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE co = ALARMS, SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM _o SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION LL EXISTING ® EXISTING AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS BEDROOM 22'-4" IN THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE ® BEDROOM SYSTEM IS NOT CONNECTED TO A CENTRAL STATION. EX. CL R313.1.1 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION: C) o� CO `x° 1. IN EACH SLEEPING ROOM. N ;� 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE ELI // \\ N N N N VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING // I CL // I \\ 3046 EGRESS BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND / \ 2-2X8 HDR UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS I \ I ADJACENT NDLEVELS,U A SMOKE T AN INTERVENING INSTALLED D OEN THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL L _ _ _i_ _ _ J L _ _I_ _ — J II'-6" II'-G" 4'-8" 1 _ 4' 7-0" Cl (l8G WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE 2-NEW DOG INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM HOUSE DORMERS DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT 5 E C O N D F LOOK R PLAN THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE 3 ALARMS IN THE INDIVIDUAL UNIT. SCALE: %4"= 1 '-0" EXCEPTION: INTERCONNECTION IS NOT REQUIRED WHERE SMOKE ALARMS ARE PERMITTED TO BE BATTERY OPERATED IN ACCORDANCE WITH SECTION R313.1.2. R313.1.2. POWER SOURCES. IN THE NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE OR AN 30'-0" ON-SIDE ELECTRICAL POWER SYSTEM, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A 9 DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR A003 OVER-CURRENT PROTECTION. SMOKE ALARMS SHALL BE 2-2X 10 HDR PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN Aooa _ BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-SITE SIMPSON HOLD DOWN IN CORNERS 13_6 EXISTING ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO TYP 10 PLACES (SEE LAST 511EET '- " G'-7" DECK I I o REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR 6I I FOR DETAIL AND SPECS) I I RELOCATION IN ACCORDANCE WITH APPENDIX J. 2-13/4"X 1 1/4' LVL HEADER 3-2X4 POST AT EA. END DN� Q lUP u =lu I 2668 ON o I I m VIII N 0°� ~ U QI I EX. NmlI m EXISTING N �Q o WI I BATH I I o PROPOSED 0 Q o VIII EXISTING KITCHEN 2 CAR GARAGE Z >-< DEN -- - 00 Fu NI U0m II N xx ) 14"TJI 5GO SERIES WOOD I-JOISTS @ I G"O.C. � v 10 D N� A003 N _ 2X 12 RIDGE N - UP EX. a CL o — PROPOSED co 9 0= SYMBOL AND WALL LEGEND LIVING ROOM O A003 CO X NN N EXISTING TO REMAIN PROJECT w N 8070 GARAGE DOOR 8070 GARAGE DOOR NEW PROPOSED �/I V I N ETTO RES i D E N C E nw— O N x N N EXISTING 2-13/4"X 9/4" LVL HEADER 2-13/4'X 9/4" LVL HEADER = EXISTING DINING ROOM 3-2X4 POST AT EA. END 3-2X4 POST AT EA. END C EXISTING TO BE ADDITION5 * ALTERATIONS FAMILY ROOM REMOVED G1_5" 10'-2" -5" 2595 WELLS AVE ® SMOKE DETECTOR SO UTh O LD NY 2-13/4"X 1 1/4" LVL HEADER 7-02 3112X4 P05T AT EA. END 0-7' 301-011 �o CARBON MONOXIDE EX. q DETECTOR CL = — A003 P-0" 1'-0" PROPOSED ON FRONT PORCH DN DN ► DN 3'-0" 3-2X 12 HEADER _ _ 3-2X 12 HEADER _ 3-2X 12 HEADER 3'_p° SEAL SIGNATURE DATE: 01 -25-1 G PROJECT No: 201 G-02 f=1 RST FLOOR PLAN DRAWING BY: CD = 4 DN� SCALE: %4"= 1 '-0" CHK BY: Bc DWG No: 8 A003 A-001 . 00 SECTION R403 ELITE DRAF=TING 0 FOOTINGS O TABLE R401.4.1. R403.1 GENERAL. ALL EXTERIOR WALLS SHALL BE SUPPORTED 3G"thru roof PRESUMPTIVE LOAD—BEARING VALUES OF TABLE R403.1 ° MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR SIL NOME DE51GN5 I FOUNDATION MATERIALS (INCHES)' CONCRETE VED STRUCTURAL OSYSTEMS WWHICH OOD FOUNDATIONS BES�OFRSUFFICIENT ER DEOIGN 12„ G3 1 -455- 1 G 4 2 LOAD—BEARING LOAD—BEARING VALUE OF SOIL (PSF) TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND r NEW BATHROOM 1,500 2,000 CLASS OF MATERIAL SQUARE FOOT ,000 s4,000 ( — — PRESSURE (POUNDS PER 3TO TRANSMIT THE RESULTING LOADS TO SOILS WITHIN THE _ _ ) _ r - - BRIAN COLLIN5 , P . E . CONVENTIONAL LIGHT—FRAME CONSTRUCTION LIMITATIONS AS DETERMINATES FROM THE CHARACTER OF THE �sTACK VENN T CRYSTALLINE BEDROCK 12,000 1—STORY 12 12 12 12 SOIL. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED 1 SEDIMENTARY AND FOLIATED ROCK 4,000 SANDY GRAVEL AND/OR GRAVEL (GW AND GP) 3,000 2—STORY 12 12 12 12 NATURAL SOILS OR ENGINEERED FILL. 4,.I I 59 WILLOW STREET 3—STORY 23 17 12 12 I VENT STACK I I I GARDEN CITY, NY, 1 1530 SANDY, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, 4—INCH BRICK VENEER OVER LIGHT FRAME OR 8—INCH HOLLOW CONCRETE MASONRY R403.1.1 MINIMUM SIZE. MINIMUM SIZES FOR CONCRETE AND AND CLAYEY GRAVEL 2'000 1—STORY 12 12 12 12 ( 2" 1 1 TEL:(5 I G)741 -0053 (SW, SP, SM, Sc, GM, AND GC ) MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE I,2 2—STORY 21 1s 12 12 ( ) 1 1=AM5 I G)74 1 —0053 CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, slLr R403.1 AND FIGURE R403.1 (1). THE FOOTING WIDTH, W, AND SANDY SILT 1,500b 3—STORY 32 24 1s 12 SHALL BE BASED ON THE LOAD BEARING VALUE OF THE I WC 2" 1 (CL, MI, MH AND CH ) 8—INCH SOLID OR FULLY GROUTED MASONRY SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD 1 SINK 1 FOR SI: 1 POUND PER SQUARE FOOT = 0.0479 KPA. 1—STORY 16 12 12 12 FOOTINGS SHALL BE AT LEAST 6 INCHES (152 MM ) THICK. I SHOWER a. WHEN SOIL TEST ARE REQUIRED BY SECTION R401.4, THE 2—STORY 29 21 14 12 FOOTINGS PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES ( I 2" 3" 2" ALLOWABLE BEARING CAPACITIES OF THE SOIL SHALL BE 3—STORY 42 32 21 1s 51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE o PART OF THE RECOMMENDATIONS. FOR SI: 1 INCH = 25.4 MM, 1 POUND PER SQUARE FOOT = FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND 3" 3" 2, b. WHERE IN—PLACE SOILS WITH AN ALLOWABLE BEARING 0.0479 KPA. COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND SECOND FLOOR CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE a. WHERE MINIMUM FOOTING WIDTH IS 12 INCHES, USE OF A ALLOWABLE SOIL. PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SINGLE WYTHE OF SOLID OR FULLY GROUTED 12—INCH SHALL BE DETERMINED BY A SOILS INVESTIGATION. NOMINAL CONCRETE MASONRY UNITS IS PERMITTED. PRESSURE IN ACCORDANCE WITH TABLE R401.4.1 FOOTINGS FOR UNDER—FLOOR SPACE WOOD FOUNDA11ONS SHALL BE IN ACCORDANCE WITH THE TABLE 402.2 3" R408.1 VENTILATION. THE UNDER—FLOOR SPACE BETWEEN THE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM OF THE FLOOR JOIST AND THE EARTH UNDER ANY (2) AND R403.1 (3). BUILDING ( EXCEPT SPACE OCCUPIED BY A BASEMENT ) SHALL MINIMUM SPECIFIED COMPRESSIVE STRENGTH° �• HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR R403.1.2. CONTINUOUS FOOTING IN SEISMIC DESIGN CATEGORIES WEATHERING POTENTIAL TYPE OR LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE MODFJRABLE SEVERE EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION Do, D, AND Di THE BRACED WALL PANELS AT THE EXTERIOR BASEMENT WALLS FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER. 2,500 2,500 2,5000 OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT ( 0.0929 WALLS OF BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIESVENT TO EXTERIOR BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 2,500 2,500° M2 ) FOR EACH 150 SQUARE FEET ( 14 M2 ) OF UNDER—FLOOR Do, D, AND D2 SHALL BE SUPPORTED BY CONTINUOUS FOOTINGS. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, AND OTHER VERTICALFIRST FLOOR i SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A ALL REQUIRED INTERIOR BRACED WALL PANELS IN BUILDINGS CONCRETE WORK EXPOSED TO THE WEATHER. 2,500 3,000d 3,000d CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR WITH PLAN DIMENSIONS GREATER THAN 50 FEET ( 15 240 MM ) PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR 2,500 3,000 d,•1 3,000 d,•! RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF SHALL ALSO BE SUPPORTED BY CONTINUOUS FOOTINGS. VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOR SI: 1 POUND PER SQUARE INCH = 6.895 KPA. 4" 5CH. 40 2 R403.1.3 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN STRENGTH AT 28 DAYS PSI. FOOT (0.0929 M2 ) FOR EACH 1,500 SQUARE FEET ( 1O M )PENING SEISMIC DESIGN CATEGORIES Do, D, AND D2, AS ESTABLISHED IN SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL. SHALL BE WITHIN 3 FEET ( 914 MM ) OF EACH CORNER OF THE TABLE R301.2 (1), SHALL HAVE MINIMUM REINFORCEMENT. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION co TO EXI OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING APPROVED CONNECTION BUILDING. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. INCHES ( 76 MM ) CLEAR FROM THE BOTTOM OF THE FOOTING. CONCRETE SHALL BE AIR—ENTRAINED. TOTAL AIR CONTENT ( PERCENT BY VOLUME OF CONCRETE ) TO NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. SEE SEC11ON R402.2 FOR MAXIMUM CEMENTATION MATERIALS CONTENT. BOR GARAGE VOLUME OFOORS WITH ONCREIEA) 0 STEEL NOT BE LESS FINISH, REDUCTION 3PERCENT IS PERM AIR CONTENT OIF� PERCENT THE( SPECI IED COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSI PLUMBING RI 5 E R G NTS STEP FOUNDATION FROM EXISTING UP TO NEW AT 2' HORIZONTAL TO I'VERTICAL MAX SLOPE. BOTTOM OF NEW FOOTING TO BE MIN. 30 BELOW FIN15H GRADE 25-7" ' " -2' o� TIE NEW FOUNDATION WALL TO EXISTING WITH (3) #4 1 Y >. r------------- - ------ - --- -i 13'-5" REBARX 12" LONG EQUALLY (- - - - - - - - - - - - - - 1 ——————— � _ I SPACED (TYP 4 LOCATIONS). -4" 7'-2 I I PROPOSED I I : 301 G ( I I CRAWL5PACE ——————_W/2-2XG — — ——— I I I I 8"THICK POURED CONCRETE 1 _j iFOUNDATION WALL 3500 PSI --- -- -- -- -- - 1 8"X 16"POURED CONCRETE 1 • r — I- - - - - - - - - - - - - - - - - - - • I I I I FOOTING WITH 2X4 KEYWAY AND (4) NEW CRAWL SPACE I I #4 REBAR EQUALLY SPACED AND 3" I I I I I I ACCESS DOOR ( I OFF BOTTOM. 3500 PSI CONCRETE �I ;'• SAW CUT EXISTING FOUNDATION I I 1 WALL FOR NEW 3'-0"OPENING u x l I u I I I WITH NEW 2-2X8 HDR N I Ii I � i PROP05ED PROPOSED 4" 4" o BASEMENT i �r I GARAGE SLAB I a ' I x I I N NEW 12"OX3G" DEE 8 N 3"0 STEEL COLUMN ON I I I POURED CONC FOTING 4 14 1 2"X 12"X 12" DEEP FOOTING I I 4"THICK POURED CONCRETE SLAB W1 GX(G WWM 1 NEW 2-2X8 I I 3500 PSI OVER G"STONE AND VAPOR BARRIER I i I I I l a 0 o I 3-2X8 GIRDER 3-2X8 GIRDER ALL STRUCTURE IN EXISTING I GIRDER ACQ N N I BASEMENT TO REMAIN 1 _ JF_ ILn N8"THICK POURED CONCZETE 1 — — — — — — 1_ _1 — I IFOUNDATION WALL 3500 PSIX 12 7Z 1 L J 8"X I G" POURED CONCRETE ( I I STR NGERS DEPRESS FOUNDATIONFOOTING WITH 2X4 KEWU AY I I EXI5TING ( I WALL AT ALL OPENINGS AND (4)#4 REBAR EQUALLY UX I SPACED AND 3" OFF BOTTOM. I ( BASEMENT 3500 PSI CONCRETE 1 ( I - PROJECT co I i CO 1 I I -------- -----� - - -- -- ------ --� 17 112 I = ---- -- ---- -- VIVINETTO RE5IDENCE Ln I = — I I ADDITION5 * ALTERATIONS L-- ----------- I I 1 1 ------ -- -- — I I I - - , 2595 WELLS AVE I 2'-4" '_ '_I 2'4 2"X G"ACQ LEDGER BOARD LAG BOLTED I TO BOX JOIST* INTO EXISTING JOISTS 1 I 7 1 23'-0" WITH 1/2"0 X G" LONG GALVANIZED LAG 50 UTH O LD NY 13'-5" SCREWS @ EVERY I G" O.C. I 2'-0" 1 — — — — — — — — — —I F----1 2X12 I - - - - - - - - - - - - - - - - - - - - - - - I 1� �— - — TINGE - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - TRINGE — - O N �p t5 2XG JOISTS ACQ @ I G" — N — 2X 12 _ _-jj5MNGERR N d) O O.C. ATTACHED WITH 5TRI(NGERL• _ o w 5 U 5IMP50N JOISTS HANGERS � ' N z — N 2X12 _ _ 2X12 TRINGER TRINGER °-_ SEAL 4 SIGNATURE DATE: 0 I-25-16 cz LLJ N N w N NLu N w N N w ST�C�� I - PROJECT No: 20 1 6-02 x1z —1z x1z XIZ 1 —lz xlz xlz NIz ��ti�%' -' Ln ��� NOL X Nd/ Nm/ x — N � Ncz X — — N � F NF — _ DRAWING BY: CD I` .I r.. 'I I: .I t •I I': ..I 1 CHK DY: Bc <v DWG No: 5'-0" 3'-G" 3'-G" 3'-G" 3'-G" 3'- " " 3'-G" 3'-G" 5'-0" FOU N DATION PLAN A-002 . 00 5 SCALE: %4"= 1 '-0" EXISTING RIDGE 2 X 12 LAY FLAT 2 NEW CONTINUOUS r _ _SEE RAFTER TO RAFTER ELITE DRAF=TING EXISTING RAFTERS X 6 ROOF RAFTE RS RIDGE VENT O NEW 2-2X8 @ I G" O.C. / DETAIL ON LAST SHEET 2X8 RIDGE / C520 I G"O.C° HOME DESIGNS INC 2 X G LEDGER 2 X G ROOF RAFTERS �— _ SEE RAFTER CLIP DETAIL G3 1 -455- 1 G42 NEW 2 X 4 RAFTERS @ 16 O.C. / Wl6 8d EA. END NEW 3-2X8 TRIMMER NEW 2 X G RIDGE 2 X 4 CEILING JOISTS @ I G" O.C. n ON LAST SHEET @ I G" O.C. ` BRIAN COLLIN5 , P . E . �- — — 1 59 WILLOW STREET GARDEN CITY NY, ♦_ — SEE RAFTER CLIP DETAIL f. I 1530 ♦ ON SHEET LAST SHEET TEL:(5 I G)74 1 -0053 L 2-2 X 6 BLOCKING FAX:(5 I G)741 -0053 NEW 3-2 X 8 HEADER ACQ NEW 2-2X8 -` .� PROPOSED PROPOSED NEW 3-2X8 TRIMMER NEW 3-2 X 12 HEADER ACQ BREEZEWAY ENTRY • NEW POST TO HEADER DETAIL ON LAST SHEET NEW G X G POST ACQ r.SEE LEDGER DETAIL ON SEE PORCH DECK CONNECTIO EXIST NEW 2 X 8 FLOOR LAST SHEET r DETAIL ON LAST SHEET SEE LEDGER DETAIL ON JOISTS @ I G" O.C. / � � 00011- � _jNEW 2-2X8 GIRDER ACQ 000 *00 00 SHEET11 — ` NEW 2 X G FLOOR ' i JOISTS @ I G" O.C. T L?T _p SEE PORCH DECK J 117 CONNECTION DETAIL ON GRADE / LAST SHEET ' 1=1 I I—III—III • L '� i I I I, \_2" RAT S LAB o d NEW 4 X 4 POST ACQ ISOMETRIC DOG HOUSE FRAMING 8" THICK POURED CONCRETE m m WITH SIMPSON POST 7 SCALE: NTS • ° FOUNDATION WALL 3500 PSI BASE AND CAP NEW 2-2 XG GIRD NEW 12"0X36" DEEP EXIST a• • a • a• 8" X I G" POURED CONCRETE POURED CONC FOOTING NOTE: FOR ALL NEW ROOFS FOOTING WITH 2X4 KEYWAY AND (4) EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER • ° •• ° 4 #4 REBAR EQUALLY SPACED AND 3" MODIFIED BITUMEN) FROM EDGE OF SAVE UP ALONG OFF BOTTOM. 3500 PSI CONCRETE SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE FROM THE INSIDE OF EXTERIOR WALL. APPLY ASTM D NEW 1 2"OX3G" DEEP ROOF5HINGLE5: 22G, TYPE 1 , OR ASTM D 4869 UNDERLAYMENT POURED CONC FOOTING BREEZEWAY SECTION ATTACH SELF-SEALING ASPHALT ROOF SHINGLES TO ROOFQ SHEATHING WITH (4) GALVANIZED STEEL, 12 GA., ✓ 3 = " FASTENERS CONFORMING TO ASTM F I GG7. (FOR EAVES PORCH SECTION SCALE: /8" Ii-0 20' OR MORE ABOVE GRADE: (G) FASTENERS). NEW CONTINUOUS ROOF SHINGLE UNDERLAYMENT: RIDGE VENT —SEE RAFTER TO RAFTER SCALE: 3/ "= 1 '-0" � EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER DETAIL ON LAST SHEET 8 MODIFIED BITUMEN) FROM EDGE OF SAVE UP ALONG / C520 I G"O.C. SHEATHING TO A MINIMUM 24" HORIZONTAL 2X 12 RIDGE / WIG 8d EA. END DISTANCE FROM THE INSIDE OF EXTERIOR WALL. APPLY ASTM D 22G, TYPE 1 , OR ASTM D 4869 r 1— mill 2 X 10 ROOF NEW CONTINUOUS UNDERLAYMENT, AS APPLICABLE PER BELOW: RIDGE VENT —SEE RAFTER TO RAFTER 1 RAFTERS @ 16" O.C. / DETAIL ON LAST SHEET FOR ROOFS > 4/12 PITCH: APPLY ONE LAYER IN SHINGLE FASHION OVERLAPPING BY 2" MINIMUM. G� / Roof DECK: 2X 12 RIDGE / C520 I G"O.C. NEW 1/2" EXTERIOR PLYWOOD. (5EE CONNECTIONS NEW 8" R-25 BATT INSULATION r �— -y WIG 8d EA. END DETAILS 5HEET FOR FASTENING REQUIREMENTS) MAINTAIN I " AIR GAP 1 ROOF SHEATHING NAILING: 0 FASTEN 1/2" EXTERIOR PLYWOOD TO RAFTERS U51NG (G) 8D NAILS AT 12" O.C. EXCEPT A5 FOLLOWS: — — INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL BE NAILED AT G" O.C. WITHIN 48" OF RIDGES, EAVES, 2 X 10 CEILING/COLLAR TIES AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT 4" O.C. MAXIMUM ,,, @ I G" O.C. WITH (2) V,5" THRU-BOLTS AT EACH END NEW 2-2X4__,--- NEW 1/2" GYPSUM WALL PROPOSED TOP PLATE BOARD TYP I CAL ALL O NEW SOFFIT CONSTRUCTION (TYPICAL): WALLS AND CEILING MASTER BEDROOM _ 4" ALUMINUM GUTTERS AND LEADERS OVER IXG WOOD - SEE RAFTER CLIP DETAIL FASCIA BOARD. VINYL PERFORATED SOFFIT VINYL PANEL 2 X8 CEILING/COLLAR TIES � _ SEE FLOOR TO FLOOR ON LAST SHEET WALL CONSTRUCTION (TYPICAL): NEW I -2X4 r STRAPPING DETAIL ON @ I G" O.C. WITH (2) 5/8" / 14" RIM JOIST THRU-BOLTS AT EACH END / VINYL SIDING RATED FOR I 10 MPH WINDS ON AIR SOLE PLATE / LAST SHEET INFILTRATION HOUSE WRAP OVER 1/2" CDX EXTERIOR PLYWOOD ON 2X4 STUDS AT I G" / Ln ,. NEW G" R- 19 BATT INSULATION 1 O.C. WITH 3 1/2" R-13 BATT INSULATIONMAINTAIN I " AIR GAP N 1 - 1 1 ..:............. ,, ATHEDRAL CEILING PROJECT PROPOSED LIVING ROOM VIVINETTO RESIDENCE 14" TJI 5GO SERIES WOOD I-JOISTS @ I G" o.c. ADDITIONS ALTERATIONS PROPOSED _ SEE ANCHOR BOLT 2595 WELLS AVE SEE ANCHOR BOLT JO STS @ 600 C. / DETAIL ON LAST SHEET SOUTHOLD NY 15T F.F. 2 CAR GARAGE /DETAIL ON LAST SHEET / r 1 J GRADE 1 1 GRADE J GIRADE NEW 2-2 X 8 GIRDER GRADE i=i—iii— i i—i i—i i • • ° • ° —i i—iii— -iii= i -iii II— I III=II—i—i i ... _ _ _ _ —III�illl=III—III III=III—III III- ''- -IIII=III=III I—III—III-1 —III—I I •• 1=1 1=1 �— -111 i PROPOSED Iil;.lil- SEAL 511GNATURE 4" THICK POURED CONCRETE SLAB W/ GXG WWM m `_� DATE: 01-25-IG 3500 PSI OVER G" STONE AND VAPOR BARRIER 8" THICK POURED BASEM ENT PROJECT No: 201 G-02 CONCRETE • ,e • DRAWING BY: CD 8" THICK POURED CONCRETE FOUNDATION WALL FOUNDATION WALL 3500 PSI 3500 PSI 4"I THICK POURED CONCRETE SLAB 3500 PSI CHK BY: BC a DWG No: 8" X I G" POURED CONCRETE ° ° FOOTING WITH 2X4 KEYWAY AND (4) • a #4 REBAR EQUALLY SPACED AND 3" GARAGE AD DTI O N SECTION OFF BOTTOM. 3500 PSI CONCRETE A-003 . 00 I 0 3 LIVING DOOM SECTION SCALE., /8„_- I ,-0 SCALE: 3/8"= P-0" ELITE DRAFTING * 0� HOME DESIGNS INC 631 -455- 1642 BRIAN COLLINS , P . E . 59 WILLOW STREET GARDEN CITY, NY, I 1530 TEL(516)741 -0053 FAX:(516)741 -0053 OIL TOP OF ROOF TOP OF ROOF opo opo � � �0 - - - Hill D D I I HIM iiiiiii OL TOP PLATE :Ell Mn 1 . 71 FIF-1 r7i - I OIL 1 ST FF ym DODD 00 UU00 0 1 1 ST FF TTTT- 0000 DODD JUDED 00 0 TIll' FFFHTTTT P734 kGRADE ELEV. 0.0 � 2 FRONT ELEVATON SCALE: Y"= 1 '-0" s K _ r R 4 � SII PROJECT -- ' % w • � -� - VIVINEiTO RESIDENCE Q�Q� �QOQ ADDITIONS 4 ALTERATIONS �oo� aoo0 Qo p�OQ p� � u � i 2595 weLLs AVE Opp u 00 �„�, ;' �' � SOUTFIOLD NY SEAL SIGNATURE DATE: 01-25-IG PROJECT No: 201 G-02 DRAWING BY: CD i 3 FRONT 1,50 CHK DY: bc scALe:Nrs � 4 REAR 150 DWG No: scALe:mrs A-004 . 00 HURRIC NE CLIP @ 16" O.C. TABLE R301.5- MIN. UNIFORMLY DISTRIBUTED LIVE LOADS 10 S THRU Y"� LAG O (IN POUNDS PER SQUARE FOOT) LIVE LOAD BOLTS ELITE DRAfTING JOINT DESCRIPTION 1 # OF COMMON NAILS # OF BOX NAILS NAIL SPACING SIMP N BOLTS © 16" O ;� EXTERIOR BALCONIES 60 ROOF FRAMING IMPSON 1NAI W DOUBLE JOIST DECKS 40 2'� LAG. BOLT W/6-16D NAILS E. POST )(ONE HGR ® 16" HOME DE51GN5 I DE � 12" O.C. E.A. SIDE) RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-1 Od PER RAFTER G 3 1 -455- 1 G 4 2 FIRE ESCAPES 40 SIMPSON AB44 STANDOFF POST BASE SIMPSON CEILING JOIST TO TOP PLATE (TOE NAILED) 3-8d 3-1Od PER RAFTER W 6-1 OD NAILS STRAPPING © 16"_�i... PASSENGER VEHICLE GARAGES 50 5 8" ANCHOR BOLT CLG. JOIST TO PARALLEL RAFTER (FACE NAILED) 5-16d 5-40d EACH LAP / soN 12127 Y"0 LAG ATTICS WITHOUT STORAGE 10 CLG. JOIST LAPS OVER PARTITION (FACE NAILED) 5-16d 5-40d EACH LAP LUS210 SIMPSON GRADE: SISIDPE N BOLTS 16" DRIAN CP . E . ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER (FACE NAILED) 3-8d 3-1Od PER TIE HGR. © 16" U210 Al 3 ROOMS OTHER THAN SLEEPING ROOMS 40 BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END LUS210 HGR. @ 16" 59 WILLOW STREET GARDEN CITY, NY, I 1530 SLEEPING ROOMS 30 RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END PORCH/RAFTER/GIRDER CONNECTION DETAIL TEL:(5 1G)741 -0053 STAIRS 40 WALL FRAMING PORCH/DECK/HOUSE CONNECTION DETAIL PORCH/DECK/JOIST CONNECTION DETAIL n1s. 6-10D TO LEDGER n.t.s. n1s. I=AX:(5 I G)741 -0053 GUARDRAILS AND HANDRAILS 200 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d 2-16d PER FOOT 6-10d TO STUD TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOINTS - EACH SIDE NAILING & STRAPPING @ EXTERIOR WINDOW/DOOR HEADER TABLE R301.7 - ALLOWABLE DEFLECTION OF STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. ** "SIMPSON" — CS20 (COILED STRAP) ** STRUCTURAL MEMBERS LIVE LOAD HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES RAFTERS HAVING SLOPES GREATER THAN 5/12 WITH NO TOP L 180 BOT. R BOTTO LATEFLOTO BAND,STUD (E DEND NAILED) JOISSEE TABLE 3.5A SEE TABLE 3.5A PER STUD ANCHOR FINISHED CEILING ATTACHED TO RAFTERS. / FASTENING SCHEDULE B INTERIOR WALLS AND PARTITIONS H/180 BLOCKING (FACE NAILED) 2-16d 2-16d PER FOOT BOLT SPECIFICATION FLOOR FRAMING ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS FLOORS AND PLASTERED CEILINGS L/360 JOIST TO SILL, TOP PL. OR GIRDER (TOE NAILED 4-8d 4-10d PER JOIST12" MAX 12" MAX (IN ACCORDANCE WITH WOOD FRAME ALL OTHER STRUCTURAL MEMBERS L/240 CONSTRUCTION MANUAL 2001 BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END EDITIONI EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END 6 MIN 6 MIN A NOTATION ROUGH A B C D E F EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES L/240 BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK OPNS EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES L/1 LEDGER STRIP TO BEAM FACE NAILED 3-16d 4-16d EACH JOIST '� / ( ) ¢ z_ x D 2'-0" 2 1-2" X 4" 1 1 1 1 JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST - cv 4'-0" 4 1-2" X 4" 2 2 2 2 BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST - N BAND JOIST TO SILL OR PLATE (TOE NAILED) 2-16d 3-16d PER FOOT %" ANCHOR BOLTS B E C 6'-0" 6 2aR X 4„ 3 3 3 3 Y8" CD 1-2 X 6 © 2'-8" O.C. m 2-2 x 4 ROOF SHEATHING 8'-0" a --0a— 3 3 3 3 -2 X 6 N 1 " " STRUCTURAL PANELS 8d 10d SEE DIAGRAM F 10'-0" 10 2-2" X 6" 4 4 4 4 CEILING SHEATHING 1. MIN. 7" EMBEDMENT INTO CONCRETE .> w/3" SQUARE WASHERS AND END NUT SETUP 12'-0" 12 2-2" X GYPSUM WALL BOARD 11/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7 EDGE - 10 FIELD WALL SHEATHING NOTATION: U E 2. ANCHOR NOTED HEREIN ARE NOT TO BE FOR • . STRUCTURAL PANELS 8d 10d SEE DIAGRAM OR REPLACED BY HOLD DOWNS FOR BE USE FOR A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316) GYPSUM WALL BOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7" EDGE - 10" FIELD a o B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (TABLES 3.23B, P. 193) FLOOR SHEATHING C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLES 3.23C, P. 193) 3. 1 — ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MIN. ------------------------------------------- D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER . . STRUCTURAL PANELS 1" OR LESS 8d 10d 6" EDGE - 12" FIELD ° � �I, TO 12 MAX. FROM ENDS OR CORNERS STRUCTURAL PANELS GREATER THAN 1" � EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316)10d 16d 6" EDGE - 6" FIELD E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLES 3.22F, P. 191) ASSUME DBL. HDR. 1 f F- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) -------------------------------------- ® EA. SIDE (DOES NOT APPLY TO DOORS) (TABLES 3.8, P. 157)& (TABLE 6A PAGE 316) I I / ** ALL STRAPPING TO BE 1 " x 20 GAUGE STL ** o ° � ,� I I "SIMPSON" EQUIVALENT - CS20 (COILED STRAP) RAFTER \� .\ HIP RAFTER .' I ° HEADER ' SIMPSON I I 44 ROOF \` HIP JACK RAFTER I loi ROOF BRACKET FOR I I �� RAFTER SHEATHING TAIL RAFTER i 44 POST OR 3-2" DOUBLE TRIMMER RAFTER TOP PLATE ° BEAM ° ° I DORMER RIDGE \` VALLEY NAILER I ® LTS12 I SIMPSON H2.0 ° ' I I I \-2-1/2" GALVINIZED DOUBLE 5-8D TO RAFTER AND GRADE 'd HEADER �,_1_,\ i MTS12 i uPu� TO STUD CARRIAGE BOLTS DORMER RAFTER Simpson Strong-Tie I r �� i ® i -1/2" x 16" LONG STEEL H2 / JOIST a° ANCHOR BOLT I 1 I Simpson Strong-Tie `---------------------------------------- `.� FASCIA —____- I I HWCD33 DOUBLE - ______________ l\ PS418 CONCRETE PIER HEADER CAP PLATE ------- ------------------------------------------' 4 ° FOOTING TWO 2X4'S ------------------------------------------ WOOD OR I 1 WALL STUD A, STEEL ° ` '� STUD BRACING CUT i SHORT HEADER � \\I RAFTER HURRICANE TIE Use every other nail hole I SCALE: N.T.S. ° In a row to provide the LENGTH I �\ I I v a code-required minimum PLYWOOD center-to-center LENGD H I SUBFLOORING spacing for nails i 2X4 SOLE _ JOIST PLATE LSTA 18 STRAP WITH 14 tOd AT EACH IRESTOP I i RAFTER CLEAR HEADER I SPAN i I I LSU26 WITH 6-10d TO RIDGE BEAM SIMPSON BCS2-2/4 I I DOUBLE i .' ' I PLADE AND 5x1 1/2" I PR❑VIDE STRAPPING I JOIST _ `CAP PLATE I ' POST CAP 10d TO HANGER o AT ALL STUDS LEDGER TWO 2X4'S ; �+ CARRIAGE I + I USE 6-16d COMMON STUD I ' + o I NAILS EACH SIDE @ TOP CRIPPLEENI I I RAFTER Provide minimum e• LE GTH I DOUBLE '� —DOUBLE HEADER I + + i OF BRACKET I end distance I HEADER I + 'PLYWOOD USE 3-16d COMMON Equal number of i 2X6 SUBFLOORING I speclfled Halls SILL I I NAILS EACH SIDE ' In each end I _ FLOOR JOIST Simpson Strong-Tie I PLATE FIRESTOP v BOTTOM OF BRACKET -- CS Coiled Strap ,. I I I� ----------- �\ �' SILL i Simpson Strong-Tie Tie I " `------------------------- I P 9- � 4x4 POSTS HEADER ` / I STEEL BEAM RCWB , --- -------------------------------------------------------------' PROJECT %^ �� ANCHOR BODLT J ____-- - - RAFTER TO RIDGE CONNECTION I � -- STEEL OR _�------------------------------------------. RAFTER SIMPSON STRONG TIE I I 2'-0" O.C. MAX (2 STY) WOOD BRACING-----�' ` SCALE: N.T.S. HURRICANE TIE MODEL NO. H3 3'-8" O.C. MAX (1 STY) ,� - Post size by Designer ; V I V I N ETTO RE51 D E N C E — I I I ADDITION5 � ALTEfZATION5 .--------------------------------. ° TOP PLATE ' HDU ° FOUNDATION WALL _ - )IEMinimum of I CONCRETE OR MASONRY IIIIIII s c I1I— -- , I , � II • 'i II ® I ° ° seven bolt o diameters to HDU6 ° 2595 WE LL5 AV E achieve table I U H LD NY Rod distance Is CONCRETE FILLED MASONRY. I, and HDU14 Studdesigned Into 2'-0" O.C. MAX 2 STY oThreaded loads, This 1/2" ANCHOR BOLT IN (HDU2, HDU8, I I o I holdown, 3'-8" O.C. MAX 1 STY similar) o ° Floor Jois Distance may be ° °Increased without PLYWOOD SHEATHING AT Preservative-treated barrier o ° TYP. HURRICANE TIE DETAIL load capacity, ----------------------------- CORNER BRACES FRAME, o 0 NOT TO ALE Install provided the OTHER SHEATHING MAY may be required for I Washers anchor nut Is I BE NON-STRUCTURAL i connectors in contact with I ' ' o ° I not over-torpued, I which could sHt I I ° I preservative-treated wood i I I NOTE- ALL FRAMING DESIGNS BASED ON: the stud, i I °"O I I ' ' AMERICAN FOREST AND PAPER ASSOC. (AF&PA) Simpson Strong-Tie I ' I WOOD FRAME CONSTRUCTION MANUAL FOR ONE- HD5A I I °..°•.°. I I .o ;:.d` I i i AND TWO-FAMILY DWELLINGS (WFCM) ' ------------------------------------------ I ° °' ) i i CONTRACTOR TO FOLLOW THE GUIDLINES SET SEAL 4 51GNATURf - ° --- I I FORTH IN THIS MANUEL AND REFER TO CHAPTER 3 DATE: 0 1-25-1 G I I OF THE MANUAL. - i PROJECT No: 201 G-02 TABLE R 301 . 2 ( 1 ) - C I M A TI C AND G E 0 G R A P H C DESIGN C R TE R I A I Simpson Strong-Tie I PROVIDE STRAP ANCHORING THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE CNW AT ALL WOOD STUDS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS TECHNIQUES, DRAWING BY: CD ` --------------------------------- AROUND THE SILL PLATES SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CHK BY: BC GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD PROVIDE STRAP TIE UP ON INSIDE OF STUDS CONNECTION WITH THE WORK. ALSO FOR ANY SUB-CONTRACTORS OR ANY OTHER UNDERLAYMENT FLOOD HOEDOWNS AT ALL CORNERS PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM DWG No: SNOW DESIGN TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SPEED MPH FROST LINE REQUIRED HAZARDS LOAD ) CATEGORY WEATHERING ANCHORS FROM FOUNDATION DEPTH TERMITE DECAY UP TO WOOD STUDS THIS PLAN IS APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, 110 MPH EXEMPT X EMPT SEVERE 3'-0" MOD. TO SLIGHT TO 90YES7 1 N/A OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH HEAVY MOD. APPLICABLE CODES. A--00 5 • 00