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HomeMy WebLinkAbout44825-Z .t'Su�fOLk �rr y �o�0 CpGy Town of Southold 8/30/2022 P.O.Box 1179 H 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41895 Date: 3/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 8805 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-1-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for*Building Permit heretofore filed in this office dated 3/11/2020 pursuant to which Building Permit No. 44825 dated 6/2/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including deck and outdoor shower stall,to an existing single family dwelling as applied for. 8/30/2022 Updated to include central air conditioning The certificate is issued to Speranza,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44825 1/29/2021 PLUMBERS CERTIFICATION DATED 1/30/2021 Br d 'ecuch Au o 'zed i nature OF SOUryDI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cDtown.southold.ny.us Southold,NY 11971-0959 Q�yCOUM�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Docs Farm LLC Address: 8805 Oregon Rd city:Cutchogue st: Ny zip: 11935 Building Permit* 44825 Section: 95 Block: 1 Lot: 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 8 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 1 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights 3' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 46 4'LED Exit Fixtures 11 Sump 1 Other Equipment: Hood; Fridge, Gas Oven, DW, 42 Circuit Panel, (2) Floor Heat Notes: Whole House Renovation and Service Upgrade Inspector Signature: Date: January 29, 2021 S.Devlin-Cert Electrical Compliance Form ��SUFat,�c� Town of Southold 3/19/2021 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41895 Date: 3/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 8805 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.4-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/11/2020 pursuant to which Building Permit No. 44825 dated 6/2/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: - alterations and additions, including deck and outdoor shower stall to an existing single family dwelling as applied for The certificate is issued to Docs Farm LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44825 1/29/2021 PLUMBERS CERTIFICATION DATED 1/30/2021 Piecuch A or' ignature �o�SitFFot,r�o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT A z TOWN CLERK'S OFFICE �y • SSOUTHOLD, 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#: 44825 Date: 6/2/2020 Permission is hereby granted to: Domaleski, Raymond & Ors 8745 Oregon Rd PO BOX 92 Cutchogue, NY 11935 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 8805 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 95.-1-11.3 Pursuant to application dated 3/11/2020 and approved by the Building Inspector.' To expire on 12/2/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $256.00 Total: $256.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions'to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. March 11th 2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 8805 Oregon Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Peter Speranza Suffolk County Tax Map No 1000, Section 95 Block 1 Lot 11.3 n Subdivision Filed Map. Lot: Permit No. 0ZS Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �� 0 Applicant Signature oF soU�y®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devline-town.southold.n us Southold,NY 11971-0959 y' OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Docs Farm LLC Address: 8805 Oregon Rd city,Cutchogue St: Ny zip: 11935 Building Permit#: 44825 Section: 95 Block: 1 Lot 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 8 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights 13' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 46 4'LED Exit Fixtures Sump 1 Other Equipment, Hood, Fridge, Gas Oven, DW, 42 Circuit Panel, (2) Floor Heat Notes: Whole House Renovation and Service Upgrade Inspector Signature: Date: January 29, 2021 S.Devlin-Cert Electrical Compliance Form As O�'�\OF SQ!/T�,OI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 YO BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1/30/2021 Building Permit No. 2 5 Owner: S10-erUn-?0 (Please print) Plumber: 8rAO Pi'ecvc,h (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this 3b day of ,TarvUr.� , 2011_ SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Notary Public, County Qualified in Suffolk County Commission Expires March 179 200- LA OF SO(/Tholo Y # # TOWN OF SOUTHOLD BUILDING DEPT. `�cout�ty N�' 765-1802 INSPECPON - I FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ]" FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: -D(",A &M A41"Jotbl t� p v� DATE 3�0>0 ANSPECTOR aoe soar Ll V Z6 �o OWN OF SOUTHOLD BUILDIN PT. a 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/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 REMARKS: DATE INSPECTOR Irtsf SO TOWN OF SOUTHOLD BUILDING DEPT, cou 765-1802 INSPECTION [ .I FOUNDATION 1 ST ROUGH PL13G. FOUNDATION 2ND IKIRULATIOWCAULKING j 0' � FRAMING /STRAPPING [400'�INAL FIREPLACE-&-CHIMNEY FIRE-SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: a &010-0 kk 0n t�> i��vw L 14j)b4e ro ix. c)A G,.*,i A Y r-WA A 4 6u j) C-,;,A-Zll t7-v DATE INSPECTOR X4�1- - pF SOUTyo f TOWN OF SOUTHOLD BUILDING DEPT. - �o . �o ��courm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4 [ ], FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �' INSPECTOR ARCHiTEMRE LC Operating Business Address: 1075 Franklinvitte Rd,Laurel NY 11948 Laurel Office: 1075 Franklinvitle Rd,Laurel NY 11948 Business Phone: (516)214-0160 Anthony Portillo: (716)572-4741 February 1, 2021 FEB 1 7 2021 Re: Peter Speranza 8805 Oregon Rd., Cutchogue,NY To Town of Southold: Based on my inspections, all insulation, caulking, framing and strapping were completed per approved plans and NYS building code. If you have any further questions,please feel free to contact my office. Sincerely, Anthony Portillo, RA R(4" P Jk FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) o y -------------------------------------- FOUNDATION(2ND) tr1 v �• 'Ak WK et ROUGH FRAMING& OW .WMM C> 9 PLUMBING c4c& IV LIV INSULATION PER N.Y. ; H STATE ENERGY CODE pk SID fAi S oh- - f FINAL . 40 ADDITIONAL COMMENTS 171 r 71 , 1 12-0 z n )JAM x r� b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 - - Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov - PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.D.Application Flood Permit Examined 20 Single&Separate Truss Identification Form ,Z Storm-Water Assessment Form Z..� Contact: AMP Architecture Approved 20 Mail to:1075 Franklinville Rd Disapproved a/c Laurel, NY 11948 Phone: 516-214-0160 Expiration ,20 _ Bui ding I spector J APPLICATION FOR BUILDING PERMIT - _ Date March,11 th , 2020 INSTRUCTIONS a.This,application MUST lie 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 part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - 1, - f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall,be required. APPLICATION IS HEREBY,MADE to the Building Department for-the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations offor'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. AMP Architecture (Signature of applicant or name,if a'corporation) t 1075 Franklinville Rd, Laurel,,NY 11948 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Peter Speranza (As on-the tax roll-or latest deed) If applicant is c or , 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. I. Location of land on which proposed work will be done: 8805 Oregon Road _Cutchoque House Number Street Hamlet County Tax Map No. 1000' Section 95 Block 1 Lot 11.3: Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential. 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Renovation (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage; number of cars - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 30' Rear 30' Depth 3915" Height Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ' 9. Size of lot: Front 120.54' Rear 295.09' Depth 342.91' 10. Date of Purchase Name of Former Owner Raymond Domaleski & Virginia Surozenski 11. Zone or use district in which premises are situated AC Conforming 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO, X 14.Names of Owner of premises Peter Speranza Address Phone No._646-275-7311 Name of Architect Anthony Portillo Address 1075 franklinville rd Phone No 516-214-0160 Name of Contractor Address Phone No. 15 a.Is this property within,100 feet of a tidal wetland or,a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * 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 restriction_s_ with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the w a"L'tVf (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20' Notary Public Signature of Applicant Scott A. Russell '0 S" ]F01K1\\l1WA,1F1E1K SUPERVISOR � I��1[A\I�A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ®1 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE; ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®❑x B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑D E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑Q 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. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. District NAME, M rchi cture 95 1 11.3 03/11/2020 �u Section Block Lot "***FOR BUILDING DEPARTMENT USE ONLY**** Contact lnformatio[t 516-214-0160 n'deph.-N—W Reviewed By: — — — — — — — — — — — — — — — — - - - - - - - �Date— — — — — Property Address/Location of Construction Work: — — — Approved for processing Building Permit. X3$05 Orel Road Stormwater Management Control Plan Not Required. Cutchogue NY Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 BUILDING DEPARTMENT-Ele r cal~I4eZko � ►. TOWN OF SOUTH Town Hall Annex- 54375 Main Road,P0j1jgx *6020 Southold, New'York 11971.0959 ` Telephone (631) 765-1802 - FAX (631)1-7 --, �; yTF�'r= t - - w-seand@so -- rogerr�sQutholdtowr�nu.uc � holdtawni" `r APE GCAM N FOR ELECTRICAL INSPECTUOR ELECTRICIAN IN ORMATION{All information Required) Date: . Company O- Company Name: � - Lx. = _ Name: License Nb.. �3<Wg,3 /e email: - Address: `moo 0 _�,.�q.$ _ s-{f'i j C-�G_t�C - -� L q_T_oZ Phorie,No.:M-.03t 09 �ISS� X31 -qtl(- - JOB SITE INFORMATION (All Information Required) 3 Name: C)C,Sr Mm, Address: S -- oa_ cc= t'EUno ks --f_1 Q 3s' _ Cross Street: el&z- of L. Phone Na.:•' - •• -� -- _ — --- Bldg.Permit#:. email: T_ax Ma District:,_ 1000 __ _ ctiorf: _ __-- - Lot: BPIEF-OESCRIPTION OF WORK(Please" Pri't Clearly) ' _ u>ire- o-- _ u_ Circle All That Apply: Is job ready for inspection?: YES t NO Rough to Final Do you need a Temp Certificate?: YES 1O Issued On - L Temp-Informatiow. (All information required) Service Size lJ�` 3 Ph Size: #Meters, -----�Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected-Underground Overtiea #Underground Laterals 1 2 H Frame - -__Pc �e--- .Work done on Service? (D , N A-ditional-lof Loan;, - - - - ypASFIftIEhlT_DUE_Vi[1TH APPLICATION Requestfor Inspection F.orm.xls PERMIT# /, Address: C I ! Switches g' V�n I I ( fib Outlets GFI's t Surface J, Sconces ' a �� !CG r�f'l t � s H H's UC Lts S Fans Fridge HW � � U Exhaust ���1� Oven Dryer Smokes t DW Service 2-4f Carbon Micro Generator Combo I ' Cooktop Transfer s AC AH Mini Special: Comments, Sig IFoil(-ea, Town Hall Annex �'� >LL ,4y, Telephone(631)765-1802 i 54375 Main Road ;, ,,L `;b�, .. Fax(631)765-9502 4 P.O.Box 1179 ,tri 4 Southold, NY 11971-0959 �. 31 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE,-CONSTRUCTION, PRE-ENGINEERED: WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 03/11/2020 - 7 Owner: Peter Speranza _ Location of Property: _ 8805 Oregon Road, Cutchogue Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture Capacity(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 O U [�7= w w 3= w W T-i 'H O w 11-- Z MZN 0 -j Lo -E F Lo CL 0 N5 2 c)15 5'5 0 EE: -— Y cis -—-—-—-— —-—-—-—-—-—-—-—-—-—-—----- 1 't r- 0 001 1 TITLE PAGE 2M 0 NEW NALL UNDER EXISTING FEAR I STRUCTURE 3m: CN m SISTER EXISTING COVERED FORCr' - DECK U) n TO EX�: -�TINO BASEMENT NEW 5ILCO EN � GONG. STAIF, w GENERAL NOTES NEW EGRESS NINDON a 1�ELL @ EXISTING 5A" EMENT NEW FULL BATHROOM, LAUNDRY ROOM AND 1-1170HANI GALSTRUCTURAL DESIGN CHARTS 00 ROOM IN BASEMENT It C) Z -------------- NEN BRED 500 OAL. FROFANE TAN< CONNECTION DETAILS z 4 I RENOVATE EXISTING FIRST FLOOR BATH AND <ITC-.,HEN NAILING & STRAPPING, ANCHOR BOLT Z ri 2 -j N RENOVATE EXISTING SECOND FLOOR FULL BATHROOM LLw (.0 NIIX ri [�- =) u) DEMOLITION PLANS 0 w PROPOSED FOUNDATION PLAN 0 w PROJECT ZONINO DATA PROPOSED FIRST FLOOR PLAN = k J I TAX MAF # PROPOSED SECOND FLOOR PLAN - ZONING DISTRICT AC CONFORMING A-200 EXTERIOR ELEVATION EXIST. SHED 15 LOT AREA [a&,-722 5.F. S.F. BUILDING SECTION NOT PART OF THIS RISER DIAGRAMS FI INC DESIGN DETAILS EXIST. BARN 15 NOT IFIRST'FLOOR AREA 5.F. _ Bao S.F. PART OF THIS 1: 1 1 FILING SECOND FLOOR AREA "755 S.F. 755 BEDROOM COUNT 5 "LOT r.,O\/r-PA5E % LOT DE50RIPTI ON AREA COVERAO TOTAL LOT AREA 106,122.0 S.F. EXISTING HOUSE S.F. 0 U EXISTING BARN 5,cl65.0 S.F. 5.7% EXISTING LARGE SHED 41 S.F. j 0.49b I z i 0 EXIST!N(5 SMALL SHEDL 60.0 S.F. 0.190, I TOTAL AREA OF-ALL STRUCTURES MAXI,-IUM OOVERAOE ALLOWED = 20% uj (D z z V) LLI LLI � I I � m i � ---------------------------- Lu 71 EXIST. SHED 15 ;2 9 w NOT PART OF '� ( THIS FILINO .7 SDA p I NEW WOOD DECK 10 EXIST. 1 570RT' ND. FR. 57RUC,7UFF- Vil - NEW F. GONG. 03 NEW E3lLr-,oFOUNDATION 0 t7 ENTRANCE NEW OUTDOOR SHOWER EXIST. 2 STORY PROJECT: WD. FR. HOUSE V41 COVERED FOFC.H SPERANZA RENOVATION 8805 OREGON ROAD CUTCHOGUE, N.Y. 11935 F, 20.01 o f m L = 51.-75' DRAWING TITLE: 51TE LAYOUT NOTES: PROJECT LOCATION & SCOPE I. 7HI515 AN ARr.HI7'Er,75 SITE FLAN 15 SITE PLAN & ZONING DATA L--------------- SUBJECT TO VERIFICATION BY A LICENSED 553°31'10"W I2O.54' SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE FLAN 15 70 THE ARCHITECTS BEST OF KNOWLEDGE. R E 0 0 N R 0 A 1:) .2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOVEMBER 50, 51 TE FLAN 2017 AND PREPARED BY: tGoPAGE: SCALE: 1'-0" = 20'-0" MICHAEL N. MINTO, L51-0 &7 kq00DVIEN LANE OEN71EREACH, N.Y. 11-T20 G-00 :1 TELEPHONE: (651) 5e>0-1202 LOCATION MAP SCALE: N75 DATE: 10/23/20 1OF7 /\ ��,/ �� �I,/ . NEW WINDOW 4 DOOR GALLED OUT ARE ANDERSEN 400 SERIES; NEW WINDOW $ DOOR SHALL MATCH EXISTING; y j I INSTALL AS PER MANU. SPEG.'s. SEE PAGE "A-200" FOR NAILING B STRAPPING DETAILS. O CHART,' V�(INDON .DO4i2Lu Lu . 4 Q N EXISTING TO BE DEMOLISHE7 - -_ -=_-=---`-- = =-- -- = -- ---- -j w/ BATTERY BACK-UP 7 7y 7'-7Y2° 1,_6.. --i O HARD WIRED SMOKE DETECTOR W I- 3 .. E6RE55 5M WINDOW/ �! ROUGH-0PEN1N� WINDOW DIMENSION CLEAR - - 2 _i r M EXISTING TO REMAIN - - - - - - - - -- - - DOOR I TYPE MODEL # •� OPENING NEW WOOD FRAME (L.G. Cp DETECTOR ORONOXIDE f - ------ - -_ - ! F IHEI6HT REG2'D:24" I' - i- ------- -- -------- - WIDTH RE-OV: 20" GALL-OUT _._,.4 _�:_ _ _ W -50 IDTH HEIGHT WIDT-f -- H_I6HT - - - - I - - - A ---- E-- T -� ( Or'EN REO D: 5.7 S.F.r (2) 2X10 GIRDER W HAR 7 WIRED SMOKE AND CARBON - ----_- - .- - ! - - -------- - - - - -. ---- -=---_ __-_ _ STL. WHEN APPLICABLE) _ NEW PARTIAL HEIGHT A DOUBLE-HUNG TW210410 3-U I. 5-O .2'-1I g" 5'-O �" 581 5.F. I (` I T 5M/GO MON,.-XI DE DETECTOR COME30 ------ -- - - --- - --- ,----- - - - - - ----- - - --- - =- :, , --"--.=- -.----- _--I -, - --- - ---------- -- - --- - - - -soo i O F- Z d' WOOD FRAME (LG. 5 L. (n wi ) =- WHEN APPLICABLE) 'TERY BACK-J. B DOUBLE-HUNG TW2436 2`-6 3'-8 �° 2'-5 3'-8 g" = Z N i. '.M. NEN FOUND50 EXHAUSTATION WALL Ol p w O Lo Y FAP -;i DAMPER X= QI 0. N0 � 50 =.M. EXHAUST n 3 ® o Z O 0 ti MIN. (2) ,2"x4" STRUCTURAL l-L FA'. LIGHT GOMBP z R POST FO4" WALLS w/ .M. E - - - (MIN. (2) 2"xb" STRUCTURAL ? N = N m 0 P05T FOR 6" WALL5), U.O.N. 1� 5 Z j I A 30 AN N07ES PL E Q :r W 00 OI TYPICAL P. GONG. CONT. FTG. 8 WALL CONSTRUCTION: - 'Mr- r _.'.: - `:. ::: - _ _ _ Z 0) • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD ) -0 . . -•. . ..; ..: GIRD CO 2 B SILL SEAL * ANCHOR BOLTS AS PER PAGE 6-003 I x O I Z 4 • P. GONG. FOUND. WALL AS PER DETAIL UPON cV= NEW • P. GONG. FOOTING AS PER DETAIL UPON CRANI-SPACE u Q Z T"I • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR (3) 2"x10" F V I ® I 'n W � • B.O. GRADE BEAM 3'-0" BELOW GRADE MIN. P.T. HEADER Q z N NEW ACCESS NEW 2X10 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHENN HATCH " Lo m i APPLICABLE) I 61-0 - -- 3-7y2' I I F.J. ® Ib O.G. r. O LSA • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / F 10 7-I" I-8" 7 STOOPS (WHEN APPLICABLE) r • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 2 dJ FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) -500 I - p NEW I W , EXIST. , r NE m -50o (II) RI -Thr," M NE iv MEGH. SEPTIC m HOLDOWN: I D m (10 T ® 0" A DN. CLOSET >< TRAP F- OHOEDOWN AS PER DETAIL PAGELm 5Qxba SLDR W 6-003 (3) q.5. VL HEADERL I_' V OEGRESS WINDOW WELL: - 2 _! 3 PROVIDE NEW EGRESS WINDOI^d WELL BY "ROCKWELL; - - - - � � NEW ELITE SERIES" b6"W.X72"H. OR EQUIVALENT. INSTALL AS O PROVIDE I �i x BATHROOM 0 PER MAN. SPECS. < SIMP50N HANGER N N 2Qx6e O Q Q N Q AT CONNECTION POINT EXIST Q' WINDOW NOTE: " POINT b ... O I. ALL NEW WINDOWS 6 DOORS SHALL MATCH 18'-3" NEW EXISTING; INSTALL AS PER MANU. SPEC.'S. FOR I LNDRY. CL. 4'-O" 3'-I" - NEW ACCESS 4 HATCH SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS d .t AND DOORS" ON PAGE 6-002 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH CRAWL EXISTING 2X6 ® 3. ALL GLAZING WITHIN 18" OF FF TO BE TEMP. OL. SPACE F.J. ® 16" O.G. I - VENT AREA EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION 8310.2.1;THE FOLLOWING, MEANS OF EGRESS SHALL BE FOLLOWED: ( I NET CLEAR OPENINO........... 5.7 S.F. NEW DN. NEW DECK EXISTING 2Xb 6 4 NET CLEAR HEIGHT............... 24 MINIMUM cV m NET CLEAR WIDTH................. 20" MINIMUM - (5) RISERS F.J. ® I6" O.G. ' ® 7.5" .p 3 DOOR NOTE: 1 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED I I F.J. ® IG," O.G. A OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). r XI5TINC 2Xb 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED NEW DN. - OUT ON PLANS BY 'THERMATRU' (OR EQUAL). B 3.DOOR TYPE TO SELECT (5) RISERS 4.INSTALL AS PER MANU 5PEC.'5 3' 4'-3" cv REMOVE COLUMN; WINDOW/DOOR FRAMING: -- - -- - -- PROVIDE NEW =ry SEE PAGE 6-003 FOR FRAMING UPSET STEEL m` Z z HEADER O ELEMENTS AROUND DOORS AND WINDOWS (TYR FOR ALL) U.O.N. Q® 1 MODIFIED (2) 2"x8" HDR. U.O.N 3 NI! I 5-AHT STAIR 8 RAILING NOTE: P.1�pRlp!pD r z OI. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI t-: in 5 6 4 MIN. 10" Tr - RISERS SHALL BE CLOSED X 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING, w 2Qxb8000. O NOT TO ALLOW PA55AOE OF A 4" m SPHERE; -- o -------- --- N I 36" HIGH HANDRAIL 8 SPINDLE 5PAGIN6 NOT Pi TO ALLOW PASSAGE OFA 4" � SPHERE 3. 6R!PPABLE RAIL AS PER CODE NEW EXIST © op OUTDOOR ! r � EXIST. 5'-0" _ o o LSHOWER x = Z EXIST. EX. DN. EX. �J ONEW LAUNDRY ROOM: GL UP DN. - 8 I. NEW WASH /DRY 2.COORDINATE LAUND. ROOM 8 DOOR EXISTING _ Z DIM.'s w/ SIZE OF EQUIP. 3. PROVIDE HOOK UPS AS REOV PER F.J. IG," O.G. , , ---------- - N w MANU. O G.D. REF. m Q 4_8 p DRYER EXHAUST NOTE: PROVIDE NEW W I. DUCT SHALL TERMINATE TO EXTERIOR SIZE G BILGO DOOR; -- 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY INSTALL AS PER MANU. m ! OPENINGS SPECS. NEW PANTRY-/ o I I 0 Q 3. DUCT 51ZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER I ji MODIFIED I I FROFOSED FOUNDATION PLAN N 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN KITCHEN ' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ri cV ^ SCALE: 1/4" = I'-O" C] SHALL BE LIMITED TO SINOL,E LENGTHS, NOT TO Q EXISTING 3 O 3 6 10'-O" L - _ I � � �OU)"-t� T a O EXCEED 5 FEET AND SHALL BE LISTED AND LABELED Q F.J. ® IG," O.G. -I IN ACCORDANCE WITH UL 2155A. I X NEW BURIED 5006 '7'-:2" 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID (2) 1.75"xq.5" LVL PROPANE TANK METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS N TPL. POST TPL. POST EXIST. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST w TO HDR. _ TO HDR. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL O 2'-O" II'-8" 2'-0" SCREWS EXIST. LIVIN sem` 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I ROOM - C in 'FD At, -,-C TO THE WALL OR ROOF TERMINATION.THE EX � �\ Ory 5 o�i` MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° DN. �� i BEND. THE MAX. LEN67H OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. I 2Qxb$ in �4, ;_7�.� ODIFIED NEW EXHAUST FAN SHALL BE INSTALLED WHERE EXIST. DINING -{ O VENTILATION 15 NOT MET BY MEANS OF NATURAL I ROOM __- CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR EXIST. BATHROOM � BEDROOM ;v;'a037r�C�� yC7 SPACES AS PER NYS MEGH. CODE SECTION 403.3.2.3; N EXIST. INSTALL AS PER MANU. SPECS w EXIST. - OFN EXI5TINO HALLWAY lO NEW MECH. ROOM: I. PROVIDE NEW WALL HUNG COMBINATION LIQUID PROPANE UNIT NEW PROJECT: 2.INSTALL AS PER MANU. SPEC..'s N m 3. F.A.I. THROUGH WALL in X BATHROOM _ 4.FLUE THROUGH WD. FR. CHASE THROUGH ROOF X 5. DISCONNECT, REROUTE, B RECONNECTlu 4'-4" 2 q.5" LVL HEADER , S P E RA N ZA EQUIPMENT TO EXISTING PIPING A5 REO'D -- - EXIST. EXIST. O cV O RENOVATION GL. , NEW X TYPICAL MECHANICAL ROOM NOTES: T CL• w I, FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 1 j 2Qx68 "DUROGK" (OR EQUAL) 0 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (1) REPAIR ELEVEL EXISTING x �x LAYER OF 5/8' TYPE "X" GYP. BD. UL U305 (OMIT ON WOOD FRAMED PORCH; 8805 OREGON ROAD GONG. WALL5) EXISTING COVERED 3-4 ��!///515TER NEW F.J. THROUGHOUT 3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. PORCH 5PEC.'s AND AS PER NY5 MECH. AND FUEL OAS CODE 4 PROVIDE NEW " x b" UTC H OG U E N.Y. 11935 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED T-4AT NEW P.T. b"xb" POST DECKING IT CONFORMS TO NYS MECH. AND FUEL GAS CODE WRAPPED WITH Ix P.P.P.; 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE PROVIDE ABUbbZ BASE AWING TITLE: FRESH AIR INTAKE FROM EXTERIOR CONNECT TO FOUNDATION 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EXIST. MODIFIED EMERGENCY SHUT OFF SWITCH WALL (TYP). (2) II " LVL DROPPED HDR. WRAP WITH Ix BEDROOM BEDROOM ° PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN 7. FOR OAS SERVICE, PROVIDE GAS SHUT OFF SWITCH - ' - - - - - - - 8. LOCATE MECH. EQUIP. TO Al-LOW FOR PROPER _�,_�, PROPOSED SECOND FLOOR PLAN CLEARANCES AS PER GODS` q. PROVIDE 3" FLOOR DRAIN B CONNECT TO EXISTING SANITARY SYSTEM AS PER NYS PLUMBING CODE TYPICAL LEDGER BOARD a EXT. DECK: I it I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS -7'-7" I 8'-O" * 14'-5" PAGE: 2. SECURED W(2) 5/8" 0 x 5" LONG H.D. GAL. LAO BOLTS ® 16" O.G. 3. INSTALL H.D. OALV. J015T HANGERS BY '51MP5ON' (ORA 10 .1 EQUAL) PROPOSED F I RST FLOOR PLAN 4. PROVIDE FLASHING, TUCKED UNDERNEATH 51DIN6 $ BENT OVER TOP EDGE OF LEDGER BD. /� //�� �RO 'CSD S5OND FLOOR PLAN OL 5. SEE NOTED DETAIL 8�0 GJOUriT SCALE: I/4" = I'-O° G -755 SGQUARE FEE7 SCALE: 1/4" = I'-o" DATE: J.0/23/20 5 OF 7 Q O N W W J = N M Q N W c�.i LLJ �. F- = ZN N O rl I Z O = N m O I Q ci 00 - l 'Ct f - - I--i,I -- -- �� Z � � o Z rq N — — \ W Lo rI EXIST. F.J. — +/S� P- L0 O EXIST. G.J. rI J O W U ' W O o J oEXIST. EX15T. a Ei KITCHEN MUDROOM EXIST. F.J. NEN EXIST. F.J. 71 - .. III - CRAWLS. O z_ 1771 III -�. � 11L IIIA III f I � — EXIST. BASEMENT — — — — — — — — — F.F. — — — — — — PROPOSED Rl Co:;-?HT ELEVATION i ROFOSED REAR ELEVATION SEGT ION A/A-200 I 5GALE: 1/4" = I'-O" 5GALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z i ! 0 U I H I Z i O I \\ \� Z IL \\ 0 z Z ILQ U Z N 4" FRESH AIR VENT k \ N w JL THROUGH ROOF Q a z a I I Lu I O N 0 Q I N I NOTE: w � I FULL BATH FULL BATH i FULL BATH I FULL BATH ALL PLUMBING 8 FUEL 6.,A5 WORK p NOTE: 43SHALL CONFORM ALL PLUMBING WORK LL-1 TO LOCAL > ! PLUMBING CODE b SHALL CONFORM TO p LOCAL PLUMBING CODE FUEL GAS Lu IL 1 2„i 2„1 I I 2 12„ p 2” I I I I i PROVIDE "ABESGO FP200 FR p l i 11 N PIPING PENETRATIONS: O I 1 I I 1211 I I EXPANDING FOAM' (OR EQUAL) zO I 3 1. PROVIDE "ABE500 FF200 FR v I I I I I AT ALL PENETRATIONS IN FIRE v 13 V 13 Q4 v LEGEND EXPANDING FOAM" (OR EQUAL) 'RED A& C, ,e N I I I i RATED WALLS AND N j I =I IQ I 10 KI I3 �p AT ALL PENETRATIONS AT WALLS ���' C�! I- I- AND FLOOR5/GEILING5. N I FLOORS/CEILINGS. PRODUCT 10 - _ HOT WATER I I I I N m = I N - 1 I_ m I-------I I CONFORMS TO ASTM E 814, (V 1= SHOWER ry I� N. I� N SUPPLY 15HOWER 2 I 2 NB I I ASTM E 84, AND UL 1479 I� j �' I— " 1~ 1UB 2.PRODUCT CONFORMS TO ASTM E - 814, ASTM E 84, AND UL 14.79 2 I --------- ----- -------=�--- i3 GOLD WATER ,0. 2 3 3" .._.._.._.._.._.. _.._.._.._.. ,._.._.._.._. .._.._�Iy_.. _.._.._.._..� _ _ 5UPPLY KITCHEN I HALF BAH 6lTrHvk — _ NOTE: I PROVIDE "ABESGO FF200 FR _ — ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) p Q?. 037405 ®� _ — r SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE _—— �- LOCAL PLUMBING CODE RATED WALLS AND IL O :2-1 I— II FLOOR5/GEILING5. PRODUCT N 2" 2"� 2 O CONFORMS TO ASTM E 814, GLEAN OUT A5TM E B4, AND UL 14?9 IL LL ►- I I I i 1 j 3 AS REQ'D j i 104 RANGE 12' 12.. 2"I 1 �, : 1Q 1 I I� PROJECT: IY I I EXIST. F.A.I. TO v I I 3 1 u j I j i 2„ REMAIN CONNECT TO 31 10 v jU m I I 1 I I EXIST. WATER $: 2 I 2„ DW SUPPLY SYSTEM cv� IQ m i cV� IQ N - I— S P E RA N ZA G.O. I IV 3 - .-- --._-_.- , --__ _ - ._. _ _ _. _ RENOVATION NEW WALL HUNG TANKLE55 DIRECT VENT GAS SUPPLY G.O. 3 j I I 1 I I 1 1 MEGH. ROOM LP COMBINATION FULL B H LAUNDRY 4 FULL TH T_I 13 I I LAUNDRY 1 1 I W 8805 OREGON ROAD NEN KALL 211 211 511 „ 4" HOUSE I j ry I I I I ANK E55 HUNGtu IE Z 2 z �: !3 =1 !3 DIRECT VENT LP Q CUTCHOGUE, N.Y. 11935 to `i Ll 1� j v L - I I U COMBINATION Lu HOUSE TRAP QIm i I� DRAWING TITLE: G.O. a4 b 1 EXTERIOR ELEVATION 5 WER BUILDING SECTION �[ HASHER _ SHOWER WASHER I RISER DIAGRAMS 4 EPWELL TIC TO PRIVATE TO S SYSTEM I r PAGE: NEW BURIED SOOG _1 200 PROPANE TANK FL.UME31 NCS R I SEDFIR. — DRAIN / NASTE / VENT FLUME l NC RISER — SUFFLY CAS RISER — SUFFL`1' SCALE: N75 50ALE: NTS Sr-,ALE: NTS DATE: 10/23/20 6 OF 7 Q O 0 N W W J � N SECURE HANDRAIL TO WALL ON AT LEAST ONE SIDE OF STAIR IN W T-'I -HEADER AS `_.`" AGGORDANCE w/MANU. 5PEG.'s; W �. SPECIFIED ON PLAN5 AND NOT PROJECTING MORE O (� J �•_ \ THAN 41:'2" Z It INTO STAIRWAY; J P7GHE7 METAL JOIST HANGER SEE HANDRAIL GRIP SIZES ADJACENT B'Y '51MP50N' OR EGUAIL, 3EGOND LEVEL = Z N EXIST. WALL O ~ -J Lo FILL CAVITY W/ C1. Lo Y (A lY�" M!N. SPACE BETWEEN BETWEEN GAV!TBATT INSULATION N NEW (2) 2"x6" P.T. 5 PLATES O I„ IES PON SILL SEAL UF' Z C)' 0 I` `. �;- WALL AND HANDRAIL NOPE_ - ---- -- - -- --- --- -------- ----- COPPER Tr-RMITE 5 '.LD O L� t '514" PINE RI5ER.,' (TYP.) O 57ANDARD5 FOR ORIFFABLr +AND RAIL I. ALL HORZ. SURFAC-cS SHALL BE NEIL; GONC. BLOCK r TOP 3/4" PINE TREAD - _ - - - -- - ' -- - - PITCHED C 1.48 AWAY FROM BUILDING GRADE Z \\, SCALe: NTs REBAR BENT OF FOUND. WALL TO SLAB A ° . 2. FOR 5LAB5 ABUTTING FRAMING, i=-_ 7- < - Q 10" Kvax GRc,:�SECTION SHOWN ' d0 Z_O HANDRAIL INSTALL COPPER FLASHING FROM 12" �! v / F -1 MIN. r Q \ i Z NEW 5/8' d HOOKI=C \ ' Q CLEARANCE CIRCULAR NON-CIRCULAR ABOVE AND ADJACENT TO 5LA8, BED i° ;/" // /, �;' W I" ROUNDED NOSI ALL FLASHING IN ASPHALTIC MASTIC ; \ > SISTER F.J. _ 7 ANCHOR BOLTS ® �'= O.G. J • v AS PER PLAN N9- w/ 3" 5QUARE WA.,, -, w/Ya RADIUS �� / / 4'-6Ya' / 00 (NOT INCLUDED INlYa 2Ya' �' / cs, \/ '�/ •,n O TREAD DIMENSION) tt1 MIN. j p E !Q- MAX. / (1) #4 REBAR ® �' i a°, \i�i �` / / Ij GRADE Z O O I / EA. STEP; 3' c 'S �• ° �, ti: \ /\\/�. •\\ \ / GVR ® ENDS �Q�ti • //j//\//\//�//\ #5 VERTICAL II. F r ! -+ j O ua REBAR 60' O.G. w \ \/\X\v,\\/\//`// /\/ (2) #5 HOR. CONT. 11" i -__.___ ! I Q Z e-'' V / / a ° i \�/\� \ /\\/\\/\j /\\i\\/\\' REBAR TOP AND `1j _�� i I _ J N (5) 2"x12" P.T. STRINGERS ® 10" ��i / // '� / / / / //•/ I s LL w/R 21 INSULATION, IF UNDERSIDE \`. m / '�(a" MIN.) a° �� ° \\,\\/\\/ \ \ \/\/\/\\/ BOTTOM OF WALL; II W cD \ •'\ GOMPAGTED \\ \ : - -�-- I IS PAGING 5f'ORAGE/TION-HABITAL SPACE _ �� \' MIN. 3" FROM FAGS I! / / / / FILL / / _ ...- m 2"x4" KEYWAY �t X a• //. //j / / ® e ._..._... I N = Ln �� : \\ \\ \� \\\\�' \�' \�' \ \\/\\/\\/\\ NEW 2" POURED GONG. OF WALL /\ \/\/\ /\/\/\ \/\/\/\/ o - O Q \ m d #4 REBAR ® �\//\//\//\//\//\//\ SLAB GYP. BD. \\ /\\ \IO O.G. (MIN. 3) \/\ \� p I \/\/\/\/\/\/\/\ a . W All NOTE: 6 ML. POLY ' ------- TREATED 2'x12' SILL /\\/\� `/ \\/\\/\\/\\/\\/\ ALL P. GONG. /\\/\\/\\ MOISTURE RETARDER -:l--�.--* U FOR GONTAGT�w/GONG. \ \//\ SHALL BE \//\//\/ i { 1 W (IF APPLICABLE) �I� \\/\\AyP'e\\\\/\/\\/\\/\\/\ 4,000 PSI /\\/\\/\\ ( E1 4"I GRAVEL BASE \ / PROV. GLEAN FIRST LEVEL /\\ /\\/\\\��\\/\\/\\/\\/\\ \ \ \ \ ` E COMPACT FILL #4 BENT REBAR 10" O.G. (MIN. 3) INTERIOR 1400D STAIR DETAIL 2 EXTERIOR GONG. STAIR DETAIL Off'AVAIL FOUND. NALL DETAIL A-500 SCALE: 1/2" = I'-O" A-300 SCALE: 3/4" = I'-O„ SCALE: 3/4 - I O � zw ~Q z N � 0Uju md d w 0 MIN. 4" BETWEEN EDGES OF OZ < Q n1 1-1/2" 5QUARE BALUSTER H (STYLE TO SELECT) SIMPSON H2.5A RAFTER TIE (OR EQUAL) 0 5/4"xb" P.T. DECK z 5/4"xb" P.T. BOARDS x, DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS = 1= 5/4" x REO'D I I z EXTERIOR SHEATHING AS HEIGHT P.T. R15ER ° ° ° �' (2) 1/2"d HOT DIPPED 5ALV. s PER SECTION NOTES BOLTS ® EA. POST w/ OVERSIZED z 5/4"xb" P.T. — — —— — — —— — P.T. D.J. AS Z WASHERS B END NUT PREBORED 51DINO MATERIAL A5 DECK BOARDS _ PER PLAN N INTO BEAM, POST, DECK TIE B 2 ® RIM BOARD ASSEMBELY N W PER SECTION NOTES 2"x BLOCKING EA. 1 j STRINGER TO MATCH SIZE � _ BUILDING PAPER 8 HOUSE WRAP IP.T. BEAM AS NOTED z TO FULLY OVERLAP FLASHING OF P.T. DECK JOISTS - z w -� cV� SOLID BLOCK a 1211 O.G. m OAP FOR FASTEN STRINGER TO (2) SIMP50N DJ714Z (1) 1/2"0 H.D. OALV. THRU V (n DRAINAGE 5/4"xb" P.T. DECKING BLOCKING (MIN. b DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER (U.O.N. ON PLAN/ FASTENERS) EA. POST D NUT PREBORED INTO . "Z" FLASHING SECTION/DETAILS) NOSIN67 P05T I$ DECK JO15T TIE"5!MPSON" ABA44 H N M 2"x12" P.T. STRINGERS ® 16" p o\ - - - 4 O.G. (MIN. 3 STRINGERS ® 4"x4" P.T. POST THK. x 8" WIDE x WIDTH _ ® COLUMN BASE - Q CV FLASHING OF STAIR P. GONG. PAD ry .1 BLOCK IN BETWEEN RIP EDGE P.T. 515TER DECK I EA. STAIRWAY) -_ JOIST AS PER COUNTER II GRADELu PLAN 2"xb" P.T. 12"d 'SONOTUBE' FILLED 11 ° JFLASHING OISTS AS PER PLAN FASTENED w/(2) NOTE: SOLID w/P. GONG. oll EA. 5TRINOER. FASTENED TO 5/8" d x 5" LONG HEAVY DUTY GAL. �j Q ALL DECKING SHALL BE FASTENED (MIN. 4,000 P51) Z LAG BOLTS ® Ib" O.G. INTO MUD SILL d P. GONG. PAD w/ 15/64" x _ METAL GALV. JOIST HANGER 3-I/2' CONCRETE SCREWS BY r ,E RIM D.;WHEN ® FOUND. WALL FASTEN w/COATED DECKING 5CREW5 BY BDECK MATE' (OR EQUAL) - ,`�; �= w/(2) 5/8"d x 5" LONG APPROVED BY '51MPSON' (OR EQUAL) ® 'CALIBURN" (OR EQUAL) - MIN. O I O.G. EA. JOIST (3) SCREWS PER BLOCK O" MIN. _� o. Off.( M MASONRY ANCHORS ® I6 "Z � " FLASHING GRADE GRADE EXIST. FOUNDATION WALL r L.EDOER OONNEOT 1 ON DETAIL EXTERIOR V�NOOD 5TA I R DETAIL �, EX7ER I OR MOOD STAIR DETAIL 7 3740 ,�� � 0b Q A-300 SG,ALE: I" = I'-O" A-300 SCALE: 3/4" = I'-O" A-500 SCALE: 5/4" = I'-O" 0� � PROJECT: SPERANZA RENOVATION 8805 OREGON ROAD CUTCHOGUE, N.Y. 11935 DRAWING TITLE: DESIGN DETAILS PAGE: o Fk il A-300 DATE: 10/23/20 7 OF 7 M : std Q N wUJI vt w_1 N rte. Q N Lu � Z F— = ZCNI� FA5E <EY : 0 Y Lo N52053'50"E ,_ — — — — — — — — — — — — — — — — — — — — — — — — —� -- z N O 1 —QQ TITLE PAGE O O m ~ F - NEW GONG. WALL UNDER EXISTING REAR I STORY STRUCTURE = cv m o O 1 REPAIR � SISTER EXISTING COVERED PORCH DECK z U) ( 1 i F c CO.M.Pv - NEW BILCO ENTRANCE $ GONG. STAIR TO EXISTING BASEMENT Q 1 !. • , PLY WITH ALL CODS OF I m — NEW EGRESS W I NDOW WELL EX I STI NG BASEMENT �"®O GENERAL NOTES J NE wV YORK STATE & TOWN CODES STRUCTURAL DESIGN CHARTS J o0 _z� F F} �� - As REi�UIRED;SOU7THOLD ,, Sof 1 - NEW FULL BATHROOM LAUNDRY ROOM AND MEGHAN I GAL STRAPPING & NAILING DETAILS, HOEDOWN I Z M TOWNZ ROOM IN BASEMENT�`� I�WN PLA i Nc CoA - NEW BURIED 500 GAL. PROPANE TANK" I1.,: NINI RD —QQ CONNECTION DETAILSQ Z TA ' ' � `I` OLDTON,'NTRUSTEES - RENOVATE EXISTING F I RST FLOOR 2 BATH AND KITCHEN NAILING & STRAPPING, ANCHOR BOLT J N .-; :I Ec I - RENOVATE EX I STING SECOND FLOOR FULL BATHROOM ``- w TH DEMOLITION PLANS O n r_ _ _ c ,-•,it;! !i" r °1 4 e� F p- 2 'l� ._I 0 Lu ^ALL 7 ..,:� � ! rr •-- nuc f",6fr l , � p F !"`.. .. iYO < Si�T�.. r�j !—% E�I tl'I C' l)Ii`,il ;i`;ilili' }T7�'.,. t ` s . 1�,x .� �:At C ¢1✓E .di"til �.. 1 — I ® I PRPOSED W 0 OSED FOUNDATION PLAN - 7 t, I PROJECT / ZONINC-� DATA PROPOSED FIRST FLOOR PLAN F= V TAX MAP # I000-aB-1-11.3 PROPOSED SECOND FLOOR PLAN v RETP,i^� STOR[G9 %"JAi ER RUMOFF 1 �, , ZONING DISTRICT AG GONFORMINO PURGUAhT TO CHAPTER 236 —�QQ EXTERIOR ELEVATION OF THE TOWN CODE. ... , EXIST. SHED IS 1 LOT AREA 106,722 S.F. S.F. BUILDING SECTION -�- NOT PART OF RISER DIAGRAMS '� ✓'`°°.: >� __[ THIS FILING 1 - G EXISTING PROPOSED Ash DESIGN DETAILS 1 FIR5T FLOOR AREA 8ci0 5.F. 8Q0 S.F. �`u �:;4;= ''i IFICATION EXIST. BARN IS NOT 1 LEAD CONTENT BEFORE PLUMBING ALL PLUMBING WASTE PART OF THIS I SECOND FLOOR AREA 755 5.F. '755 S.F. 1 3"E�`t=ICATE OF OCCUPANCY &NATER LHES r��E� FILING "30L DER USED W INA TER TESTING EFG'E COVERING 1 BEDROOM COUNT 3 3 V SYSTEM CANNOT E,%` ED 2/10 OF 1% LEAD: 1 1 I TRUSS 'LAC RDI�!a P �� LOT GO�YERAOE I % LOT 1 DESCRIPTION AREA GOVERAG 1 E TOTAL LOT AREA 106,722.0 S.F. 1 EXISTING HOUSE 1,145.0 S.F. I.IY 1 I 1 EX15TINO BARN 5,C165.0 S.F. 5.7910 1 I EXISTING LARGE SHED 465.0 S.F. 0.4% 1 EXISTING SMALL SHED 60.0 S.F. 0.1% 1 I TOTAL AREA OF ALL STRUCTURES 5635.0 S.F. 5.5% MAXIMUM COVERAGE ALLOWED = 20% I 1 I � I � I 1 I Z I v L- - ---- - - - - - - - - - - - N53°31'10"E 156.0 I o I 1 W p EXIST. SHED 15 ( � 1 NOT PART OF 1 — I TH15 FILING I 1 D ARCS EXIST. I STORY WD. FR. STRUCTURE W/ ��A 1 NEW P. GONG. FOUNDATION - y n4. )3 17 1 EXIST. 2 STORY 1 s9 OF N WD. FR. HOUSE W/ COVERED PORCH 1 1 PROJECT: SPERANZA I ry RENOVATION l-7 j 990 S,Oro-100Re)6d r� gg 8805 OREGON ROAD CUTCHOGUE, N.Y. 11935 o Im L = 31. 3 j DRAWING TITLE: 1 117H LAYOUT NOTES: PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA L— — — — — — — — _ — � I. THIS IS AN ARCHITECTS SITE PLAN 4 15 _ SUBJECT TO VERIFICATION BY A LIGI_N5ED ,y 553°31'10"W 120.54' SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE a ' ARCHITECT'S BEST OF KNOWLEDGE. " O R E G O N R O A D 2.SURVEY INFORMATION NA5 OBTAINED PLAN FROM A SURVEY DATED NOVEMBER 30, SITE PLA(V 2017 AND PREPARED BY: PAGE: SCALE: 1'-0" = 20'-0" MICHAEL N. MINTO, LSPC 87 NOODVIEN LANE CENTEREACH, N.Y. 11720 Li—0 0 :1 TELEPHONE: (631) 580-1202 LOCATION MAF SCALE: NTS DATE: 03/09/20 1 OF 7 TI O T INSULATION FENESFAN REaU IRr-MENTS M IT IS THE CONTRACTOR'S RESPONSIBILITY S �, DOCUMENT BINDED I I G?�T I ONS CARPENTRY PLUMBING I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) TABLE F,501.7 d. O TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. SYSTEMS TO NYC, PLUMBING CODE AND NYC DEP REGULATIONS AND NYC Q BUILDINGS BULLETIN 2008-005. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS p N SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN " MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. NYSEGG 2OI� TABLE 8 COMPONENT PROPERTIES COMPLIES STRUCTURAL MEMBER ALLOWABLE DEFLECTION R402.1.2 J = N GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION M I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x(o" AND AT BASE OF VERTICAL WASTE PIPES. NYSEGG 402.1.3 AND TABLES Q N APPLICABLE BUILDING DEPARTMENT. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM F- %-I 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8W/" PER NO FINISHED CEILING ATTACHED TO RAFTERS WINDOW U-FACTOR 'ri 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. LEAKAGE 0.30 GFM/SF U-FACTOR=0.35 MAXIMUM YES LLQ >_ rI 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. AIR LEAKAGE=0.30 GFM/SF W }- Cf' ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. INTERIOR WALL5 $ PARTITIONS H/180 J F- Z 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISH WASHER.........................................2" AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" FLOORS $ PLASTERED CEILINGS L/36o /'�I^I I G �- = Z N - LAVATORY...............................................2" 0���/Y `l N D � Ilam✓ 0 ~ J ul) 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" O Lo � 1 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. - TOILET........................................................3" ALL OTHER STRUCTURAL MEMBERS L/240 _ --�- _-- - --- N CD OF THE OWNER/BUILDER - LAUNDRY .................................................2" THE COMPONENTS THAT ARE CHECKED ARE THE APPLICABLE HARDWARE FOR O -i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 THE HOEDOWN REQUIREMENTS - ALL HARDWARE TO BE INSTALLED AS PER Z ~ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS MANU. 5PEG.'s;MANUFACTURER SUBSTITUTIONS MAY BE MADE WHEN LOADO , SHALL BE CLARIFIED WITH THE ARCHITEGT/EN51NEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6. AEE SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" CAPACITIES ARE MATCHED = N m O WITH THE WORK. THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE Z P.T. 7. PROVIDE FR05T-PROOF H05E 5I55 WITH EA51LY ACCESSIBLE DRAIN 8 EXTERIOR WALLS - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 Q p UNLE55 APPROVED BY THE ARCHITE'CT/ENGINEER. DRAIN COCKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. HOLDOWN 'A' HOLDOWN 'B' -ui .J BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, SHEATHING IS OF 1/2' THICKNESS ON WALLS AND ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED J 00 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GODE5. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN WITH BACK FLOW PROTECTION. FOR NEW # EXIST. APPLICABLE. � FOUNDATIONS � � � C)q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL Z (D q. DO NOT SCALE DRAWINGS, WRITT3EN DIMENSIONS TAKE PRECEDENCE11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. STRUCTURAL DES I CSN LOADS J NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. ENDWALL ENDWALL r•I O 10. BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR (3) 2x FULL (3) 2x FULL CORNER STUD Z �; GERTIFICATIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL HEIGHT STUD HEIGHT STUD 4 12. EXTERIOR 5HEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. USE LIVE LOAD =r�)F_Ar�� AD CORNER STUD ONNEGTED TO Q Z TA APPROVED EQUAL. CONNECTED TO TRANSFER SHEAR � (V 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 11. NOTCHING AND BORING OF 5TUD5, JOI5T5, RAFTERS AS PER BUILDING GORE. TRANSFER SHEAR LL J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN "SIMPSON" HDQS � CD 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR BALCONIES 60 psf 15 psf HOEDOWN ANCHOR ® IllmLo PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. 2-►6d COMMON r _ Ln 2-Ibd COMMON LOCATIONS NOTED NAILS a 6" O.G. d NAILS 0 6" O.G. 3 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS � DECKS 40 sf 15 psf ON PLANS 10' O.G. IF BLOCKED 14. PROVIDE X CRO55 BRACING AT JOIST., STUDS, AND RAFTERS WHEN SPANS p p O" O.G. IF BLOCKED RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-O". CORNER P05T CORNER P05T PA55ANOER VEHICLE GARAGES 50 5f AS PER PLAN 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. p ° LLJ 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE "SIMPSON"AN HDQS m . SITE WORK G-003HOEDOWN ANCHOR 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ATTICS WITHOUT STORAGE (ROOF $FLOW 3 PITCH) 10 psf 15 psf LOCATIONS NOTED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS ON PLANS ° RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, A U BROOM GLEAN. NECESSARY. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf Q UJI 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf a = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODESSTOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. () J I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. H_OLDOWN INSTALLATION OPTIONS: AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB STOCKPILE ALL EXCAVATED MATERIALS. SLEEPING, ROOMS 30 psf 15 psf Q I6. THE CONTRACTOR SHOULD FULLY' GUARANTEE HIS WORK AND THE WFLOOR SHALL NEVER EXCEED A 16" SPAN. FOR NEW P. GONG. FOUND.'s WORK OF 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE �THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR STAIRS 40 psf 15 psf HOLDOWN CAST IN PLACE w/7/e00 THREADED ROD Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. AS PER PAGE 0-003. FOR EXIST. P. GONG. OR NEWLY GURRED FOUND,'sV. GUARDRAILS AND HANDRAILS 200 psf 15 sf " 1-7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. p p 7/8"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN CONCRETE w/ "SIMPSON" SET HIGH STRENGTH EPDXY _ ( ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ADHESIVE), 8 FOR TEMP.'s O°F-40°F USE "51MP5ON" AT AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 295 COPPER 12 psf FOR ATTIC " - 20 psf (HIGH STRENGTH ACRYLIC ADHESIVE) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ROOF LOADING(LIVE = GROUND SNOW LOAD) p 15 psf FOR CATH. a...; METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD p �; , THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) ABSOR$S NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, GLASS WINDOWS AND DOORS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) " IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER 1. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN INJURY TO OR DESTRUCTION OF TANIGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SGREW5, FLASHING, ANCHOR BOLTS, *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH w/ THREADED ROD ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, 2• GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER A5GE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. CLEARANCES ARE PROVIDED. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HOLDOWN 'G' HOLDOWN 'D' EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN IAE MIGROLAM WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, PARTY INDEMNIFIED HEREUNDER. UNLESS OTHERWISE NOTED. B. GEORGIA PACIFIC 2.0E G-P LAM FOR NEW d EXIST. P5L (PARALLEL STRAND LUMBER) DENOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOUNDATIONS FOR NEWLY POURED 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM MANUFACTURER'S SPECIFICATIONS. *FOUNDATION ® ONE STORY ONLY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. 5PEG.'s (3) 2x FULL ENDWALL TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE GROUND SNOW LOAD 20 LBS HEIGHT STUD CORNER STUD APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEW WALLS, A PERFORATED SHEO THE SYSTEM IS USED. THE ENERGY CONSERVATION CODE. ONNECTED TO AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TA ATTENTION G DIRECTED E THE APPLICABLE DETAILS, BASIC WIND SPEED 130 MPH TRANSFER SHEAR NOTES, AND TABLES ON PAGE 6-003. THE FASTENING SCHEDULE AUTHORIZATION OF THE ARCHITECT/ENGINEER. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR "SIMPSON" HDQS SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HOLDOWN ANCHOR ® 2-Ibd COMMON (3) 2x FULL c SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. EXPOSURE CATEGORY B HEIGHT STUD Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS LOCATIONS NOTED NAILS ® 6" O.G. b SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED ON PLANS 10" O.G. IF BLOCKED NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS k MANU. 5PEG.'s). SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5EI5MI0 DESIGN CATEGORY B CORNER POST HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WEATHERING SEVERE WOOD POSTING TO BE BLOCKED SOLID To FOUND. WALL w/ END GRAIN, 2-Ibd coM N 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH FROST LINE DEPTH 3'-O" NAILS ® ell 0. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS 6 A MIN. 3/4" OF NON-SHRINK GROUT ANOTHER WINDOW MANUFACTURER, IT IS THE RE5PON51BILITY OF THE SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS $ 12" LONG HOOKED BOLTS aNEW FOUND. WALL5). FOR ANY THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TERMITE MODERATE TO HEAVY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ICE BARRIER REcIUIRED YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUT1111 WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE REQUIREMENTS. a e COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE e ,, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.y4" BENT PLATE 8" LONG TEMPERED GLA55. I ., < H/6" RI5E d w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ° "SIMP50N" 5T DI4RJ CODES AND REFERENCE STANDARD: SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. HOEDOWN INSTALLATION OPTIONS: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL MECHANICAL CONNECTIONS: FOR NEW P. GONG. FOUND.'s BUILDING GODS, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY HOLDOWN CAST IN PLACE THREADED ROD MAINTENANCE CODE. FOUNDATION CONCRETE. AND MASONRY I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FOR EXIST. P. GONG, OR NEWLY CURRED FOUND.'s N 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY1/2" MIN. w CONSTRUCTION MANUAL BY AF d PA. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. "SIMPSON" MANUFACTURER. ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON' AT FROM CORNER (HIGH STRENGTH ACRYLIC ADHESIVE) 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 2• ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ONE SPECIFIED Cp ED OONN U GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL FOR EXIST. / NEW O.M.U. (GONG. BLOCK) TYP. FOUND. NOTE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING FILL TOP 2 COURSES 50LIM $ CAST IN PLACE HOLDOWN VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" H/ 7/5"O THREADED ROD MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 4. FOOTIN55 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 F- 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, OTHERWISE NOTED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION GORE. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. S. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS w UNTIL 151 TIER OF FRAMING 15 IN PLACE. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER GENERAL WIND PROTECTION CONNECTION NOTES: SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. CONSTRUCTION;5STD l0-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME �. VARIATIONS IN CONNECTOR CONFIGURATION SHALL $E APPROVED BY F- CONSTRUCTION 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ARCHITECT I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SOLID WITH CONCRETE. r FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 8. ALL GONNEGTOR5 5PEGIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER (� q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER �r. �� 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. O INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL lo. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENGTH AT 28 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DAYS OF 4,000 P.5.1., U.O.N. { ELECTRICAL �_ ��1 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL b MIL. POLYETHYLENE VAPOR BARRIER UNDER TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY - 037 4d -tq AREAS SHALL BE 5TAINLF55 STEEL OR HOT DIPPED GALVANIZED. CONSERVATION CODE. ��`Oi, 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - COMPLETION OF WORK. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS (1) WALL TIE PER (3) SQ. FT. AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - GENERALLY, VERIFY OR PROVIDE HARD WIRED PROJECT: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OFF051NO MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. SMOKE DETECTORS w/ BATTERY BACK-UP IN: RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER IS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING 70 EXTERIOR OF FOUND. A. EACH 5LEEPIN5 ROOM S P E RAN ZA 6FROM FOOTING TO 2" ABOVE FINISH GRADE... UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. B. OUTSIDE OF EACH SEPARATE 5LEEPING I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES AREA IN THE IMMEDIATE VICINITY OF RENOVATION 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48 AND EVERY OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. No THE BEDROOMS (GENERALLY THE HALLWAY) 16" WITHIN 4' OF EXTERIOR CORNERS. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. G. EVERY LEVEL OF DWELLING 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ARCHITECT/ENGINEER. OF J" AND 3"X3"X�" WASHERS. ?, MINIMUM OF ONE ANCHOR BOLT SHALL BE 3805 OREGON ROAD PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MASONRY WHERE EVER APPLICABLE. GYPSUM WALL BOARD CUTCHOGUE, N.Y. 11935 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND AT 5PACING NOT EXCEEDING 4' ON CENTER. Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A COMPOUND METHOD. MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLESS DRAWING TITLE: CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE DEEMED APPLICABLE. GENERAL NOTES MECHANICAL, FUEL GAS: 20. FOR SECOND STORY ADDITIONS, EXIST.FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 STRUCTURAL DESIGN CHARTS I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE DEEP 4 3'-0" BELOW GRADE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET NYC MECHANICAL CODE AND FUEL GAS CODE IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNE55 MINIMUM. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS PAGE: TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND Ar ALL OPENINGS. 0 0 22h, 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. DATE: 03/09/20 2 OF 7 FAST SCH ¢ �I /� ll I I '� IG NOTE: THI5 5GHEDULE DOE5 NOT INCLUDE NA�DG FOR ETAL FRAMING STRAPS GONSTRU�T �I�l DETAILS �h W� I`lD LOAD �I�T�f �I�1��®R �®1�.T ���� � ( ��T OI�l.J a(SEE PAGE A-2 FOR STRAPPING AND NAILING REOUIREMENT5, N CO I`lI`lE(�_ T O I`1 DETAILS AND ROUGH OPENING FRAMING REG2UIREMENT5) W W ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J = N NOT TO 5GALE SPECIFICATION (WFCM TABLES 5.2A 4 5.25, P. 112) (n N CORNER b"-12" FOR ALL STRUCTURES: Q ~ r"i CONDITION r s DESCRIPTION FAND GUANTIPTY F PAGING Q L /a � ANCHOR BOLTS ® 3�i O.G. ' ROOF CE I L I NO FRAM I NO J z z CN NOTES: -- ' RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTERQ a -J Ln WOOD J015 WOOD JOI 1. MIN. "1" EMBEDMENT INTO CONCRETE (L Cy O w/ 5" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCKING 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL z O JOIST HANOE END TOP TWO COURSES SOLID CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP Q ' N m O CONDITION = fi H GIRDER/HEADE 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-16d COMMON EACH LAP n OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 z a WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE m FROM ENDS AND CORNERS (TWO a CORNERS) W (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J 00 4. COORDINATE W/ HOLDOWN LOGATION5 RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END z 0) (D JOIST FRAM I NO OVER WOOD O 1 RDER JO 15T FRAM I NO FLUSH WITH O I RDER/HEADER WALL FRAM I NOO TYF I GAL NAL I NO/STRAFF I NO REOU REMENTS FOR I a z N UFL" I FT/ SHEAR/ LATERAL WIND RES STAND TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT LL w (D TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE LO = L TYPICAL NAILING/STRAPPING REQUIREMENTS FOR STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. 0 J O UPLIFT, SHEAR, 4 LATERAL WIND RE51 STANCE HEADER TO HEADER (FACE-NAIL) [rod COMMON Ib" O.G. ALONG EDGES W WALL STUD WALL STUD CONNECTION DI D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I66 COMMON 4 BOTTOM PLAT BOTTOM PLATE PER STUD U BATHTUB SUB FLOOR BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST, 2-I6d COMMON 12 PER FOOT W ENDJOIST, or BLOCKING (FACE-NAIL) DOUBLE JOIST DOUBLE JOIST f .. = J AT STUD TO FLOOR ASSEMBLY TO SILL FLOOR FRAMINO U —� PLATE(5) CONNECTION: N FOR STRAP - 5 8 d COMMON NAILS a EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-56 COMMON PER JOIST a % END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END FOR EA. PLATE TO 5TUD ABOVE it OR BELOW - BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END _2 _16_ d COMMON NAILS DOUBLE .JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON-BEARING WALLS ° L SILor • `� a e ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE BLOCKING TO O SIL or 5-I6d COMMON EACH BLOCK a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR .,. EQUAL) a PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST KINO STUDS BAND J015T TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE 5TUD ROOF SHEATH I NO /�" /� STRUCTURAL PANELS: (SEE AL50 GRAPHIC, ad COMMON 6" EDGE / 12" FIELD HEADER NA L I NlO e/ STRA��I NlJ l� WINDOW/DOOR HEADER INTERIOR ZONE THIS SECTION) ad COMMON b" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® GABLE NOTATION: JACK STUDS A- NUMBER OF ad NAILS a EA. END OF STRAPPING (3.7, P. 15.1-2001) CE I L I NO SHEATH I NO WALL STUD B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.238, P. 1,015 -2001) G- NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (3.230, P. Iq5 - ALTERNATE�5.25D, PG. 194 -2001) GYPSUM WALLBOARD 5d COOLERS -!" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE (3.?, P. 151 d WORKSHEET-2001) -- E- NUMBER OF JACK STUDS a EA. END OF HEADER (5.22F,PI91-2001) WALL SHEATHING D F- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(S) a EA. SIDE (DOES NOT APPLY TO DOORS) G (3.a, P. 15? d WORKSHEET -2001) STRUCTURAL PANELS• ad COMMON b" EDGE / 12" FIELD WIND R G I 7INT / ONG TRUC.,T O V ®NN //TORS B � FASTENING 5GHEDULE B GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD ROUGH OPENING FRAMING REOUIREMENTS FOR WINDOW/DOOR OPENINGS CONNECTION LOCATION: PART NUMBER: NOTES: DN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) CONSTRUCTION MANUAL 2001 EDITIONI RIDOE-TO-RAFTERS 0520 © 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LE55 ad COMMON 6" EDGE / 12" FIELD RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN I" IOd COMMON 6" EDGE / 6" FIELD z W I :OPNG � RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I 1 1 1 1 0 0 U PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD 4'-0" 4 1 2 2 2 2 w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN) 6'-0" 1 3 3 3 3 a REGtUIRE5 (3) 2"x12" HDR (MIN.) HEADER-TO-JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD 8'-0" 2 3 4 4 4 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR S5TB16 APPLY TO EACH 51DEWALL END IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE a�C� D 0 (USE WITH 5" SQUARE WASHERS) �' 0- SQL G NC O TOS fi LATS USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. O FOLLOW MANUFA07URE'5 RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TOP PLATE OJ 7'4'05 0SPLICE `; LEN&TH I Q+t N�\�V TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REOUIREMENT5 CONTINUOUS BUILT-UP C I RDERS THREE OR MORE SUFFORTS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSC - , ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE PROJECT: BETWEEN 1/6 BUILDING MINIMUM SPLICE ;Z3,4 BUILDING MINIMUM SPLICE'�'4 CONNECTION a 1/4OFA DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.)QUISPERANZA PATTERN DESCRIPTION ASSEMBLY REREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER ' " ' RENOVATION MAX.32" P SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12-O 2-O"/2'-6" ' 12-O" ' 3-O" A (2)ROWS IOd 4�AIL5• 12"O.C. SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS IOd NAILS o 12"O.G. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-a" I6'-0" 4'-0" P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, MECHANICAL CONNECTIONS: (2)ROW5 I/2" 0 BOLTS® 12"O.G.5TA&6ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-0" 5'-0" G DBL.a ENDS _ SBUILT UP 61RDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 8805 OREGON ROAD <D BOLT5 o Ib"O.G. "51MP50N" MAY BE SUBSTITUTED WITH AN i`IAILING: 24 0„ 4'-0"/5'-0” 24 0 6 O APPROVED EQUAL PRODUCT. CUTCHOGUE N.Y. 11935 E l2)Rows I/2" e>BOLTS a 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE 2. THE SUBSTITUTION SHALL MEET ALL OF THE " BETWEEN 116WMINIMUM CRITERIA SPECIFIED BY "SIMPSON" WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, 2a-O' 5-O'/6-3 28-O 7-O ' (2)ROW5 3-3/a"TRUSSLOCK SCREWS a 12"O.G. a 1/4 OF A MANUFACTURER. F OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES SCREWED ON(I)SIDE OF MEMBER ,- ,- ,- 3. ALL LOADING CAPACITIES SHALL MATCH (2)ROWS 3-3/tS"TRUSSLOGK SCREWS m Ib"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 5.21-0116-O !1 6 32 O' 8 O EXACTLY OR EXCEED VALUES INDICATED IN DRAWING TITLE: IS SCREWED ON(I)SIDE OF MEMBER TO BE NAILED FROM EACH SIDE W/ IOd NAILS, TWO NEAR "51MP50N" PRODUCT LITERATURE. THERE MAY HOLDOWN ANCHOR BOLT (2)ROWS 3-3/E1"TRU55LOGK SCREWS m 24"o.c. EACH END OF EACH -JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLANE 36-O -1-O /8-q 36-O q-O BE SEVERAL LOADING VALUES, CONTRACTOR ' ' H P DISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER 5PLIGE SHALL CONTACT ARCHITECT IF ANY LOADING SCREWED ON(I)SIDE OF MEMBER LENSTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO STRAPPING, & NAILING DETAILS (2)ROWS 5"TF:U55LOGK SGREwS• 12"O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-O" a'-O"/10'-O" 40'-O" II'-O" VALUES ARE LESS THAN WHAT IS SPECIFIED BY J BUILT UP 61RDER MAX.52' "SIMPSON" SGREt^lED ON BOTH SIDE OF MEMBER p. THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS STRUCTURAL DESIGN LOADS ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT (2)ROWS 5"Tr USSLOGK SCREWS• Ib"O.G. IN EXPOSURE B 50'-O" 10'-O"/12'-6" 50'-O" 13'-0" DIPPED GALVANIZED K SCREWED ON E50TH SIDE OF MEMBER INTERMIDIATE JOINTS, AND W THE OTHERS 5TA55ERED W 5. INSTALLATION PROCEDURES SHALL ALWAYS BE L (2)ROWS 5"TRUSSLOGK 5CREw5• 24"O.G. BETWEEN Vb A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 3.TABULATED SPLICE LEN5TH5 ARE BASED ON a FOOT WALL CARRIED OUT AS PER MANUFACTURER SCREWED ON BOTH SIDE OF MEMBER E 1/4 OFA HE16HT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT 60'-O" I2'-O"/15'-O° 60'-0° I6'-O" HORIZONTAL LINE. SPECIFICATIONS OF THE PRODUCT BEING LATERAL LOADS SHALL BE MULTIPLIED BY H/8; INSTALLED. PAGE: P FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE TO'-O" I4'-O" '70'-0" Iq'-O" 6. ALL FASTENING CRITERIA SHALL BE CARRIED NOTE: FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PAT-ERN ON NAILED W/ 206 NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP To THE NEAREST FOOT): OUT AS PER MANUFACTURER SPECIFICATIONS PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR 5MALLEROF THE PRODUCT s CONNECTION PATTERN B'WHEN lo"OR LARGER p aO'-O" I6'-O" 80'-O" 22'-O" "i. VARIATIONS IN CONNECTOR TOR CONF GURATION G�O 001" A00' GIRDER. a'WALT..- 1.12s lI' NG INSTALLED 0 "3 WALL- 125 SHALL SE APPROVED BY ARCHITECT 2.WHEN SCREWING 1/ NAILING FROM BOTH SIDES OTHER MEMBER- BUILT U 61 ANCHORING: 11'WALL- 1.315 a. ALL CONNECTORS SPECIFIED AS A "SIMPSON" OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p, 12'WALL - I.5 THIS COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 10'-0"WALL TOP MOUNTED BEAM HANGER SHALL BE NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH DATE: 03/ /0920 SPECIFICATIONS LISTED ABOVE. 3 OF 7 Q O N LLJ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR W F— SM w/ BATTERY BACK-UP _! N EXISTING TO REMAIN N O CARBON MONOXIDE NEW WOOD FRAME (L.O. CO DETECTOR � a uj ri 5TL. WHEN APPLICABLE) W NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON d. 5M/CO MONOXIDE DETECTOR COMBO Z � z d' WOOD FRAME (L.C. 5TL. W BATTERY BACK-UP ' WHEN APPLICABLE) 2 z C%4 50 G.F.M. EXHAUST O ~ J Lo NEW FOUNDATION 614ALL ® FAN w/ DAMPER (L N O (b 41 0 MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST ® FL FAN 4 LIGHT GOMBP Q O m ~ P05T FOR 4" WALLS N w/ DAMPER N m O (MIN. (2) 2"x6" STRUCTURAL F— PO5T FOR b" WALLS), U.O.N. Q Q W —i J 00 Z O ri r-I � O QZ ri u- (D Lo IX T-I o = Lo W U W EXISTING FOUNDATION WALL UNDER REAR ADDITION TO BE REMOVED;CONTRACTOR TO = J PROVIDE TEMPORARY SUPPORTS DURING V J CONSTRUCTION. PROVIDE TEMP. 3.5"x11.8'75" LVL BEAM PERPENDICULAR TO EXIST. FJ ANDQ PROVIDE CRIBBING ON EA. SIDE OF BEAM EXISTING LAUNDRY & OUTSIDE EXIST. FOOTPRINT TO SUPPORT PLUMBING FIXTURES TO 'iz = A ADDITION DURING FOUNDATION WORK. BE REMOVED -------------------------� EXIST. PI—L—, LNDRY./6ATH. IQ, ��=iLuJEXIST. EXI5TINO r- MUDROOM EXISTING WOOD I I BASEMENT STAIRS STAIRS TO BE I I TO BE REMOVED \ II I �I I EXISTING PROPANE a REMOVED I III III \I \��% TANK TO BE f REMOVED 1 1 I I I I r EX. I EX. -/ I e �� I I I I I i I I I UP I DN. l I X. I // � i ( 1 I I I I I I I I I I O DN. L _ \\ EXISTING EXI5TIN5 PORTION BATHROOM OF WALT_ TO BE EXIST. EXIST. FIXTURES TO BE REMOVED FOR NEW EXISTING BOILER 8 KITCHEN BEDROOM EXIST. ��_�—I REMOVED BILCO ENTRANCE WATER HEATER TO HALLWAY I BE REMOVED EX15TINO DOOR TO _-L----L r , EXISTING SINK TO EXISTING CABINETS -___— — A — I I BE REMOVED TO BE REMOVED I I L--_J BE REMOVED EXISTING CHIMNEY E:XISTINO CHIMNEY TO BE REMOVED CHIMNEY TO BE � I TO BE REMOVED Z—__ —__— REMOVED / EXISTING V^ ALL5 TO BE REN�fOVED �2'-8"- 4 2'-0"4 8'-6" 2_01 EXIST. EXIST. GL. GL. 1\ II EXISTING PORTIONS EXIST. LIVING PROVIDE TEMP. OF GONG.WALL TO EXISTING DOOR TO I BE REMOVED FOR ROOM SHORING PRIOR TO �— NEW 6'-8"H DOORS REMOVING WALL BE REMOVED ( ( I H I EXIST. DINING Z I ROOM EXIST. � EXISTING PORTION OF BEDROOM O ' I GONG. WALL TO BE EXIST. REMOVED FOR NEW BEDROOM U EGRE55 WINDOW Lii I— Q D I I I I SEC ON7 FLOOR t7EMOLITION PLAN p ' EXISTING GONG. PORCH I SCALE: 1/4" = 1'-0° `'�O WALLS EXISTING COVERED I Q' PORCH 1 r I I REMOVE COLUMNS AND HALF I I I I � I WALLS AT EXIST. PORCH; 1 I Q" Io CONTRACTOR TO PROV. TEMP. I I J L SHORINO WHILE NEW COLUMNS ARE BEING INSTALLED. I -/— ------------T--7 7-7 I --- ------------- -------------- - - - BASEMENT I7EMOL I T I ON PLAN PROJECT: SCALE: 1/4" = I'-C" SPERANZA FIRST FLOOR DEMOLITION FLAN RENOVATION SCALE: 1/4" = I'-O" 8805 OREGON ROAD CUTCHOGUE, N.Y. 11935 DRAWING TITLE: DEMOLITION PLANS PAGE: A-100 DATE: 03/09/20 4 OF 7 � }� I I� _ �� � �,/ . NEW WINDOW 4 DOOR GALLED OUT ARE ANDERSEN 400 SERIES; NEW WINDOW $ DOOR SHALL MATCH EXISTING; I INSTALL AS PER MANU. 5PEG.'5. SEE PAGE "A-200" FOR NAILING STRAPPING DETAILS. O4 (L O Q m � 4 WINDOW $ DOOR CHART 13"7" W Lu _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR EGRESS _ _ _ _ _ _ _ _ W H_ SM W BATTERY BACK-UP CLEAR J N - - - - EXISTING TO REMAIN DOOR ROUGH OPENING WINDOW DIMENSION OPENING O CARBON MONOXIDE DOOR TYPE MODEL # _ - - - - - - - - -_ WIDTH REQ'D: 20" :.. GALL-OUT _.... _...._.... ......... ...-__-- NEW WOOD FRAME (L.G. GO DETECTOR HEIGHT REQ'D:24" N �� � I Q F- rl STL. WHEN APPLICABLE) WIDTH HEIGHT WIDTH HEIGHT OPEN REOV, 51 S.F. x p I W rl HARD WIRED SMOKE AND CARBON A DOUBLE-HUNG TW210410 3'-0 `-O ". 2'-II 5'-0 J" 1E 5.81 S.F. I I NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. STL. W/ BATTERY BACK-UP P.T.HEADER' I I N 50 G.F.M. EXHAUST ® GRAHL5PAGE z WHEN APPLICABLE) 6 Z I '-O"- - 3' " N I ~ = N �- + o �• _jLo NEW FOUNDATION WALL FAN W DAMPER a U-) - - (o ri ,A I O rl MIN. (2) 2"x4" 'STRUCTURAL 1-L 50 G.F.M. HT C MBP ST -soo -soo z O � FAN ff LIGHT GO ® P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL ;- •�'>NE m (I I) RI 7 5" M <. NEW to O N m O �•��• D ' (lo r ® o" A c. N. MODIFIED p = POST FOR b" 1NALL5), U.O.N. m m MECHANICAL Q = F A.I. E' m _ G 05ET Q ;� Z (3) 9.5. LVL HEADER Q PLAN NOTES L -. .- -.,-..•. ry .7 J OI TYPICAL P. GONG. GOVT. FTG. 8 WALL PROVIDE I _ 00 SIMPSON HANGER J AT CONNECTION b > 'CI' O CONSTRUCTION: • (2) 2"xb" P.T. BILL PLATES w/ COPPER TERMITE SHIELD POINT EXIST. ® O O Z $ SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING A5 PER DETAIL UPONZ p • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR N NEW CRAWL EXI5TIN6 NEW ' BATHROOM LL W • B.O. GRADE BEAM V-O" BELOW GRADE MIN. SPACE F.J. ® Ib" O.G. I LNDRY. GL. cv VENT • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) • AREA AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / P.T. HDR T. HD � J STOOPS (WHEN APPLICABLE) I 5'-2,�2° .f� 4'-1Oy2" • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I m W 5 6 =N (o 4 :3 HO DO • EXI5TIN6 m. U O F.J. ® I6" O.G. ' W 2 HOLDOWNAS PER DETAIL PAGE :p 6-003 EGRESS WINDOW WELL: O PROVIDE NEW EGRESS WINDOW WELL BY "ROCKWELL; ELITE SERIES" bb"W.X'72"H. OR EQUIVALENT. INSTALL A5U J EXISTIN6 A Q PER MAN. SPECS. F.J. ® I6" O.C.- WINDOW NOTE: OI. ALL NEW WINDOWS $ DOORS SHALL MATCH EXISTIN6; INSTALL AS PER MANU. 5PEG.'S. FOR SUBSTITUTIONS, 5EE NOTE #9 IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH 3. ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EORE55 SHALL BE FOLLOWED: 0 � � II NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM V NET CLEAR WIDTH................. 20" MINIMUM d) O x = N � DOOR NOTE: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). til a: 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED N OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S WINDOW / DOOR FRAMING: OSEE PAGE 6-003 FOR FRAMING O ELEMENTS AROUND DOORS AND d ry0 WINDOWS (TYP. FOR ALL) U.O.N. (2) 2"x8" HDR. U.O.N FROPOSED FOUNDA71 Oil FLAN O STAIR $ RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE: MAX.-I-3/4" RI $ MIN. 10" Tr - RISERS SHALL BE CLOSED -755 SQUARE FEET SCALE: I/4" = I'-O" 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING MODIFIED I - x NOT TO ALLG OW PASSAGE OF A 4" 4) SPHERE; w 36" HIGH HANDRAIL $ SPINDLE SPACING NOT BATH, EXIST. TO ALLOW PA55AOE OF A 4" 0 SPHERE MUDROOM 3. 6RIPPABLE RAIL AS PER GORE N n,-4 �20xr X NEW LAUNDRY ROOM: w O � 10'-O" EXIST. I. NEW WASH / DRY Ae- 2.COORDINATE LAUND. ROOM $ DOOR ZE OF EQUIP. 3.PROVIDE HIOOK UPS AS REOV PER NEW = EX N EXIST. MANU. EXIST. EXIST. EX. DN. EX. -1 p DRYER EXHAUST NOTE: GL. m DN Z I. DUCT SHALL TERMINATE TO EXTERIOR UP DN. N O O I w 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY I 0 2'-b" 0 OPENINGS MODIFIED O� O� I ( EXI0 ST. V 3.DUCT 51ZE AS PER MANU. Li KITCHEN EXIST. 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN PROVIDE NEW I I BEDROOMci CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO SIZE G BILGO DOOR; O I EXIST. EX15T. MODIFIED p p CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM INSTALL AS PER MANU. SHALL BE LIMITED TO 51N5LE LENOTH5,NOT TO SPECS. EXISTING EXCEED 8 FEET AND SHALL BE L15TED AND LABELED F.J. ® I6" O.G. ® I HALLWAY BATHROOM IN ACCORDANCE WITH UL 2158A. - 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID ( 3'-0"-� 3'-O" 5-0 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS N tV RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IY w ,Ir DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL wp EXISTING L - - J SCREWS Q F.J. ® Ib" O.G. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I REF. (2) 1.-75x9.5 2.0E O-P LAM HDR. �R D LOCATION TO THE WALL OR ROOF TERMINATION. THE - - - NEW BURIED 5006 EXIST. EXIST. .I� 2'-4"-�I �'C , MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 N I, PROPANE TANK GL. GL 0 4'-8" A. p 8'-6" 2'-O" N N FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 410° X cv '" BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES w w w NEW NOT INCLUDE THE TRANSITION DUCT. EXIST. LIVING GL J ROOM1'-3" NEW EXHAUST FAN SHALL BE INSTALLED WHERE O9 VENTILATION 15 NOT MET BY MEANS OF NATURAL � CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 5 b 1�1 03 j 40�) SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS I O F N NEW MECH. ROOM: EXIST. DINING EXIST. to I I. PROVIDE NEW WALL HUNG COMBINATION LIQUID ROOM EXIST. BEDROOM PROPANE UNIT BEDROOM PROJECT: 2.INSTALL AS PER MANU. 511EC.'es X 3.F.A.I. THROUGH WALL lu EXI5TIN6 S P E RA N ZA 4.FLUE THROUGH WD. FR. CHASE THROUGH ROOF 5. DISCONNECT, REROUTE, $ RECONNECT I F.J. ® I6" O.G. EQUIPMENT TO EXI5TIN6 PIPING AS REQ'D 7 RENOVATION TYPICAL MECHANICAL ROONI NOTES: I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY x "DUROCK" (OR EQUAL) w 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (1) LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON 805 OREGON ROAD GONG. WALL5) 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. SPEG.'s AND AS PER NYS MECH. AND FUEL 6A5 GORE PROPOSED SECOND FLOOR FLAB TCHOGUE, N.Y. 11935 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MFCH.5. COMB. AIR VOLUME AS PER N'AD�SPEG.'s - PROVIDEUEL OAS CODE I '7 j' �j' SQUARE FEET SCALE: I/4" = I'-O" REPAIR $LEVEL EXISTING FRESH AIR INTAKE FROM EXTERIOR WOOD FRAMED PORCH; DRAWING TITLE: b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL SISTER NEW F.J. THROUGHOUT� EXISTIN6 COVERED J EMERGENCY SHUT OFF SWITCH $ PROVIDE NEW " x 6" / PORCH PROPOSED FOUNDATION PLAN -7. FOR OAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH NEW P.T. 6"x6" P05T DECKING / 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER WRAPPED WITH Ix P.P.P.; I I PROPOSED FIRST FLOOR PLAN CLEARANCES AS PER CODE PROVIDEOUN1 BASE PROPOSED SECOND FLOOR PLAN 9. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXI5TIN6 CONNECT TO FFOUNDATION SANITARY SYSTEM AS PER N`r'5 PLUMBING CODE WALL (TYP). (3) 2"X12" DROPPED HDR. (3) 2"X12" DROPPED HDR. OTYPICAL LEDGER BOARD ® EXT. DECK: II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS PAGE: 2. SECURED w/(2) 5/8" 0 x 5" I-ONO H.D. GAL. LAO BOLTS ® I6" O.G. 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMP50N' (OR a EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51PINO $ BENT OVER TOP EDGE OF LEDGER BD. FROFCSF_D FIRST FLOOR FLAN 5. SEE NOTED DETAIL 8:�0 SQUARE FEET SCALE: I/4" = I'-O" DATE: 03/09/20 50177 a. M Q O N W W J ~ N = M Q N � W 0 w J ~ Z I0 ~ JLn N 0 Z00 �.. = 'r Nm0 H Z Q � IEr W J J 00 Z ('O Q Z r'I FHS Lu CO EXIST. F.J. EXIST. G.J. LLjQ O H U LLI = J Q EXIST. EXIST. KITCHEN MUDROOM EXIST. F.J. EXIST. F.J.NEN ayk I Ll I I IIS SII I I GRAwLs. � . o z I � I I IIS SII I I Q m� I III III I I� IIIO II r I � I - - - - I EXIST. — — — — — — F.F. BASEMENT FROPOSED R10HT ELEVATION SECTION A/A-200 50ALE: 1/4" = I'-O" SCALE: 1/4" LL 0 0 IL LL _U 4" FRESH AIR VENT k Q J L THROUGH ROOF Q z z Lu I 3..I 0 I U I I I w FULL BATH _ I FULL BATH NOTE;ALL PLUMBING +€ p FUEL GA5 WORK NOTE: O SHALL CONFORM ALL PLUMBING WORK TO LOCAL W r I 1 j SHALL CONFORM TO PLUMBING GORE 4 u 2111 2„1 12„ O � LOCAL PLUMBING CODE FUEL GAS Q I I I PROVIDE "ABESGO FF200 FR 0 z 2 I 1 2 1 EXPANDING FOAM” (OR EQUAL) z PIPING PENETRATIONS: O I I I I AT ALL PENETRATIONS IN FIRE O I I I. PROVIDE "ABE5G0 FP200 FR �® j i I RATED WALLS AND w I i 1k) v LEGEND EXPANDING FOAM" (OR EQUAL) I FLOORS/CEILINGS. PRODUCT N � IV � 2. IV AT ALL PENETRATIONS AT WALL5 I I 1= ____ HOT WATER M. ISH�OWER 2 I I CONFORMS TO A5TM E 814, NI Iry SHOWER 7v I 1� ry1 �NF:;a m —- SUPPLY AND FLOORS/CEILIN55. TUB I I ASTM E 84, AND UL 1479 _ 11I— — 2.814�ASTM EDUCT ONFORMS 84, AND 1°14-Tal ASTM E G.O. 2 2 3.. 1 ---------= -- �----- q GOLD WATER KITCHEN * { R s se's:, p -.._.._.._.._.._. {y._.._..� ._.._.._.. _.. I—.._.._.. HALF BATH KITCHEN _ SUPPLY - HALF BATH I KITCHEN NOTE: _ ALL PLUMBING WORK I PROVIDE "ABESGO FP200 FR O 3 j 5HALL CONFORM TO I EXPANDING FOAM ( EQUAL) p I AT ALL PENETRATIONS IN FIRE LOCAL PLUMBINO CODE I RATED WALL5 AND 111 1 12, O I FLOORS/GEILIN55. PRODUCT r I I 2 1 :2111 1 GLEAN OUT 13 CONFORMS TO ASTM E 514, IL I I I I I 1 13' A5 REQ'D IL A57M E 84, AND UL 1479 IL RANGE 2" 12" 12" 2111 1 1 N IQ 1 I q° PROJECT: !L I 1 I 1 EXIST. F.A.I. TO OC 1 1 1 I I 1 I ( 2„ REMAIN CONNECT TO KI I V U 1 31 I m S P ERANZA I I 1 I I 1 I 1 2" i EXIST. WATER � 1= I 1 I 1 I 2" pyo SUPPLY SYSTEM N� �� m l Iry I DW G.o. 3.. --- -_..-- --._--.- - _.-_.- _ ._.._.._.._.._.. RENOVATION 4. NEW WALL HUNG 1 1 : TANKLE55 DIRECT VENT SAS SUPPLY o.o. 4 j I j I I I 1 1 1 1 MECH. iROOM LP COMBINATION FULL BATH LAUNDRY FULL BATH I I X I I 1 I LAUNDRY I I i 8805 OREGON ROAD NI v NI U I I II F 4" HOU5E I I I I I j 1 I NEW WAILL HUNG 2 2 2 511 1 � 1 � zl I z 2„ MAIN DRAIN z �- �- = I ! iK :<�� DIRECTA �VENTLP ! Q CUTCHOGUE, N.Y. 11935 4 I m � � � � -I �U I v - I I� GOMBIN�ATION w HOUSE TRAP w I I= � N I N I <0 7 �7 a 1 IQ !m i i DRAWING TITLE: 1b C.o. i EXTERIOR ELEVATION i BUILDING SECTION �B WASHER wASH�R I RISER DIAGRAMS TUB 411 TO PRIVATE TO SEPTIC SYSTEM I r WELL �.._. _.._..�+ PAGE: NEW BURIED 5005 e PROPANE TANK A20U FLUME31 NO RISER - DRAIN / NASTE / VENT FLUME3I NO RISER - SUFFLY OAS RISER - SIJFFLY SCALE: NTS SCALE: NTS SCALE: NTS DATE: 03/09/20 6 OF 7 Q O N W W J = N • M SECURE HANDRAIL TO WALL ON AT LEAST ONE 51DE OF STAIR IN W T-i HEADER A5 ACCORDANCE w/MANU. 5PEC.'5; LLI SI'ECIFIEID ON 5 AND NOT PROJECTING MORE THAN 42" INTO STAIRWAY; J H Z PITCHED METAL J HANGER —� SEE HANDRAIL GRIP SIZES ADJACENT BY 'SIMPSON' OR EQ — — — — \ - - - - - - - - - - SECOND I— = Z EXIST. WALL 0 j LO FILL CAVITY W/ BATT INSULATION NEW (2) 2"x6" P.T. SILL PLATES N O V2" MIN. SPACE BETWEEN \ I„ BETWEEN CAVITIES PON SILL SEAL UPON Z -it 0 �• WALL AND HANDRAIL NOTE: 0 Ix /-3/4" PINE RISE (NP) COPPER TERMITE SHIELD 0 N m 0 5TANDARD5 FOR GRIPPABLE HAND RAIL I. ALL HORZ. 5URFAGE5 SHALL BE GRADE NEW GONG. BLOCK AT TOP /�s/4" PINE TREAD PITCHED ® 1:45 AWAY FROM BUILDINo Z / SCALE: NTS REBAR BENT \ OF FOUND. WALL p 2. FOR 5LA55 ABUTTING FRAMING, TO SLAB A •� 10 &y\ - p GRo55 SECTION SHOWN MIN. r< Q z HANDRAIL INSTALL COPPER FLASHING FROM 12" z ° e •/. , -(r� - NEW 5/8" O HOOKED W p CLEARANCE CIRCULAR NON-CIRCULAR ABOVE AND ADJACENT TO SLAB, BED / / / / _ ALL FLASHING IN ASPHALTIC MASTIC /, \ \\\\\\ � 515TEt�c F.�). , = z .."'�. ANCHOR BOLTS ® 3q" O.G. I" ROUNDED N051 w •' / J w/Y4" RADIUS * 4"-&Y4" i / ENDNUT V AS f-ER PLAN �0— w/ 5" 5GUARE WASHER 8 J � (NOT INCLUDED IN Iy2° lY4_2 PERI- 2)'a° / �� ' " \ \ \ TREAD DIMENSION) z MIN. METER MAX. �, �� / / / : . II...' GRADE Z F (I) #4 REBAR ® c / \�•yti,'\\/ \\/\\/\\//\\ rt 0 x O EA. STEP; 3 J • / / / / / / / #5 VERTICALtu V GVR ® ENDS \ \\\\\\ \\ \\ \\ \\ \\/\\ REBAR 60" O.G. �' N / e / // // // // // // //\/ # I)n z >: 4 U Io ° ',% ��\ \\/\ \\ \\ \\ \\ \\ \\/\\ (2) 5 HDR. GOVT.Lu (3) 2"x12" P.T. STRINGERS ® N // // // // // // // // //\ REBAR TOP AND a Z \/\/ \ \ \/\/\/\/ BOTTOM OF WALL; < W .J N m (a" MIN.) <• . ° //� 11 . . W CD W R-21 INSULATION, IF UNDERSIDE , , •/\\/\/\\/ COMPACTED MIN. 3 FROM FAGS 11 IS PAGING STORAGE/NON-HABITAL SPACE 'N— //' \//\//\//\/ FILL / \//\//\//\ - I� l� 2"x4" KEYWAY X a• °e /i = \ \ \ \ \ \�° \�° \ \ \ \ NEW 2" POURED GONG. OF WALL �I:< m , �� . //\ #4 REBAR ® /\//\// / / /� SLAB \ \ \IO" O.G. (MIN. 3)\ /X>"\ \ Y2' GYP. BD. r / / X��/\/\/\/\/\/\/\/\/\/\/\/\ W \ \ \ \ \ \ \ \ \ \ \ \ \ y` \ ML. POLY TREATED 2"x12" NOTE: R 51LL /\� �'L /i�/\/\/\/\/ < W FOCONTACT w/ GONG. II \\//\\�j •�',/ \�\\/\\/\\/\\/\\ ALL P. GONG. \\/\\/\\/ MOISTURE RETARDER- - ,.-! a (IF APPLICABLE) // // // // SHALL BE / // // I I I 4" GRAVEL BASE ` c \x� FIRST LEVEL // // // // �/ // // // // // / // PROV. GLEAN \\ \\ \\i\\ \\ \\ \\ \\ \\ \\ \� \\ \ \\ \\ \\ GOMPAGTFILL- �'-b" -� _ - - ► I a #4 BENT REBAR ® 10" O.G. (MIN. 3) INTERIOR N00D STAIR DETA I L 2 INTERIOR MOOD STAIR DETAIL CRANL FOUND. NALL DETA I L �"X' _ ?�-300 _ A-300 SCALE: I/2 - 1'-0" SCALE: 3/4 - 1'-0" wig* EXTERIOR SHEATHING AS PER SECTION NOTES 51DINO MATERIAL AS PER SECTION NOTES BUILDING PAPER d HOUSE WRAP TO FULLY OVERLAP FLA51-IING GAP FOR DRAINAGE 5/4"xb" P.T. DECKING (U.O.N. ON PLAN/ "Z" FLASHING 5EGTION/DETAIL5) FLA5HING DRIP EDGE P.T. 515TER DECK _ COUNTER JOIST AS PER JOISTS AS PER PLAN FASTENED w/ (2) FLASHING PLAN 5/8" 4) x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® 16' O.G. INTO MUD SILL METAL GALV. J015T HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN BY '51MPSON' (OR EQUAL) H/(2) 5/e>"4) x 5" LONG APPROVED EA. JOIST MASONRY ANGHOR5 ® 16" O.G. "Z" FLASHING EXIST. FOUNDATION WALL N Z w , LEDc-SwER G0NNEC,710N DETA I L 0 50ALE: 1" = 1'-0" Lu a • 0 Lu C M p 0.37�oy O Nva PROJECT: SPERANZA RENOVATION 8805 OREGON ROAD CUTCHOGUE, N.Y. 11935 DRAWING TITLE: DESIGN DETAILS PAGE: A-300 DATE: 03/09/20 7 OF 7