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Home My WebLink About49803-Z �o��g�fFOl�-�oG Town of Southold 11/27/2023 a y� P.O.Box 1179 53095 Main Rd oy o� �i Southold,New York 11971 �1p1 � �o stir CERTIFICATE OF OCCUPANCY No: 44777 , Date: 11/27/2023 i THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: . 2015 Gabriella Ct,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-4-7.53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2020 pursuant to which Building Permit No. 49803 dated 9/29/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement spaces, front covered porch, rear deck, second floor covered balcony and attached garage as applied for. The certificate is issued to DeMarco,Gerard&Theresa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45553 9/7/2021 PLUMBERS CERTIFICATION DATED 12/17/2021 J,4qhn carone Au or e Si nature TOWN OF SOUTHOLD 4��0�° coGl BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY n 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#: 49803 Date: 9/29/2023 Permission is hereby granted to: DeMarco, Gerard 2015 Gabriella Ct Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per Trustee approval. 9/25/2023 AMEND Permit: to include finished basement spaces as per amended plans provided At premises located at: 2015 Gabriella Ct, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-7.53 Pursuant to application dated 9/29/2023 and approved by the Building Inspector. To expire on 3130/2025. Fees: PERMIT RENEWAL $1,226.40 AMENDMENT TO PERMIT $254.00 Total: $1,480.40 Building Inspector =zr TOWN OF SOUTHOLD BUILDING DEPARTMENT t TOWN CLERK'S OFFICE 20 10 . ��^' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45553 Date: 12/8/2020 Permission is hereby granted to: DeMarco, Gerard & Theresa 2015 Gabriella Ct Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per Trustee approval. R9QAMi.02�3 AMEN e;rmit :t4 include finished basement spaces as per amended plans provided. At premises located at: 2015 Gabriella Ct, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.53 Pursuant to application dated 11/25/2020 and approved by the Building Inspector. To expire on 6/912022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,452.80 CO-ADDITION TO DWELLING $50.00 ELECTRIC $225.00 AffiENDME�I2'�TT PERMIT..p ,A..m7m7 4254-.0.0 Total: $2,981.80 Building Inspector SUFFot,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT N 2 TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY y'11p1 .�a��s 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#: 45553 Date: 12/8/2020 Permission is hereby granted to: DeMarco, Gerard & Theresa 2015 Gabriella Ct Mattituck, NY 11952 To: ake additions and a erations to an existing single family dwelling as applied for per Trustee approval. At premises located at: 2015 Gabriella Ct, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.53 Pursuant to application-dated 11/25/2020 and approved by the Building Inspector. To expire on 6/912022. ° Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,452.80 CO-ADDITION TO DWELLING $50.00 otal: $2,502.80 uilding Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT N g TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45553 Date: 12/8/2020 Permission is hereby granted to: DeMarco, Gerard & Theresa 2015 Gabriella Ct Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per Trustee approval. At premises located at: 2015 Gabriella Ct, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.53 Pursuant to application dated 11/25/2020 and approved by the Building Inspector. To expire on 6/912022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,452.80 CO-ADDITION TO DWELLING $50.00 Total: $2,502.80 rA71 /�'- Buikn spector 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. 1 ',2 1-2020 New Construction: Old or Pre-existing Building: V (check one) Location of Property: cqc)I S C ou r* House No. Street Hamlet Owner or Owners of Property: C----j y c(-,('cf —be mR a () Suffolk County Tax Map No 1000, Section D Block bq Lot `Q10 a, 1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ E (� p i Signature Building Department Application M� . ' AUTHORIZATION (Where the Applicant it not the Owner) I, C C Q r t'c c) residing at .241/S - (Print property owner's name). (Mailing Address) MAT-T. do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department: er's Signature) (D e) (Print Owner's Name) i Scanned with CamScanner ,----,----- �O�aOF,SOUIyo� � cj�✓� /�C� � ✓ �-�l�r`��G�� °—I� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ]—FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS:_ r� f ki 4- 0- U_� -4-� tj- DATE INSPECTOR �aOF 50UTy0 # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 - 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] 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 * * TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ OUGH PLBG. [ `]-.FOUNDATION 2ND [ INSULATIOWCAULKINQ [ ] FRAMING /STRAPPING [ ] FINAL [ ] .;.FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION pp [ ] PRE C/O REMARKS: 01G(M G'� k4 co�vo� A liiLy o!e DATE l 1/l INSPECTOR OFSO(/TyO� � SSS3 !�v /J �' "✓�jt�i�� - # TOWN OF SOUTHOLD BUILDING DEPT.- ou � � 765-1802 rm, . . .. -INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) rQfkLECTRICAL (FINAL) [ ] CODE VIOLATION F] PRE C/O REMARKS: V ref?, /:7 I 0 <7 OZ&y o mfz Y n� DATE jej INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `�courm '' 765-1802 INSPECTION [ ] 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 REMARKS: K[" 7 `Q SM2�0& nr�SKr �.� vtJV-� t 2 r i DATE INSPECTOR 5�3 ,pF SOUI,yO� # # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION21SID [. ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL P&AS/Atfs [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: % f ?APRA, CIA-& o 'on J P v,4\64y' (64' 1 5-1-1*1 wml�v �AUV66 k5wilm "50vmw ill N�Af DATE �`� INSPECTOR SOUIyo� ( # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l IJW- _ �✓ DATE 'Y INSPECTOR OF SO(/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sea n.devlinl�town.south old.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gerard DeMarco Address: 2015 Gabriella Ct city,Mattituck st: NY zip: 11952 Building Permit#: 45553 Section: 108 Block: 4 Lot: 7.53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 105 Ceiling Fixtures 7 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 105 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Elec. Ceiling Fan 4 Combo Smoke/CO 10 Transfer Switch 2QQq UC Lights 1 Q' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 57 4'LED 6 Exit Fixtures 11 Pump 2 Other Equipment: 200A Whole House Transfer Switch, LED Mirror, Triple Oven, Fridge, Cooktop, Dehumidifier, W/D x 2, DW Notes: New Two Story w/ Finished Basement Inspector Signature: �✓ Date: September 7, 2021 S.Devlin-Cert Electrical Compliance Form S0&o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q 1y00UN�� BUILDING DEPARTMENT TOWN OF SOUTHOLD ® Ec " wE D FEB 0:8 9099 CERTIFICATION BUILDING DEPT. TObVNi 0 SOUTHOLD yy Date: Building Permit No. Owner: nee �la►��c� lease print) Plumber:�Bh)) sA u-c-co Vo ne- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_ Q day of �, 20 1 n MICHELLE A MATTIA \\1_� NOTARY PUBLIC-STATE OF NEW YORK No.W MA6308321 Oualified in Suffolk County Notary Public, vL County My Commission Expires 07-21-2022 Envelope Leakage Test Testing Company: Technician: Name: Aberdeen Building Consulting Name: Matthew Wynne Address: Phone: 631-969-9860 Credentials: HERS Rater Email: 2inspect@optonline.net Building Information: Customer Information: Project ID: 2015 Gabriella Ct Name: Gerry Demarco Address: 2015 Gabriella Ct Address: 2015 Gabriella Ct Mattituck, NY 11952 Mattituck, NY 11952 Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 0.00 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 1 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 2,674.1 (+/=1.1%) Effective Leakage Area: 135.1 in2 Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 184.5(+/-8.5%) Exponent(n): 0.683 (+/-0.023) Correlation Coefficient: 0.99941 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp:70 OF Post Indoor Temp:70 OF Pre Outdoor Temp: 50 OF Post Outdoor Temp: 50 OF Altitude: 40.0 ft Time Average Period: 10 seconds Test Date and Time: 2021-12-1511:45:41 4000 3000 Depressurize — E 2000 a rn Y � (6 07 -0 800 700 M 600 500 400 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) E C E E t J A N 2 6 2024 BuIldirzo DeP311mP-M g0i'v5I Of"a4'9A�R�t�3f� 1 Envelope Leakage Test Test Readings: Target(Pa) Bldg_(Pa) Adj Bldg_(Pa), Fan (Pa) Flow(cfm) Config Baseline -2.5 -60.0 -61.6 -59.8 -41.2 3,109.3 Open Fan -54.0 -55.2 -53.5 -36.2 2,918.7 Open Fan -48.0 -51.0 -49.2 -31.1 2,712.4 Open Fan -42.0 -42.9 -41.2 -25.6 2,464.9 Open Fan -36.0 -38.1 -36.4 -154.4 2,218.9 Ring A -30.0 -33.7 -32.0 -131.3 2,050.3 Ring A -24.0 -28.2 -26.4 -99.8 1,793.4 Ring A -18.0 -21.8 -20.1 -66.9 1,476.2 Ring A Baseline -1.0 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6771 Calibration Date: 2020-11-06 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206),© 2021 The Energy Conservatory, Inc. Page 2 of 2 U Aberdeen Building Consulting, Inc PO Box 62 Brig htwaters NY 11718 877-492-9800 http://AberdeenBuildingConsulting.com December 15th, 2021 Air changes per hour calculations page for 2015 Gabriella Ct,Mattituck NY Blower door results: 2674.1 CFM50 (cubic feet per minute under 50 pascals) 15`floor conditioned floor area: 2005.8 sq.ft. 1"floor conditioned volume(9'ceilings): 18051.9 cu.ft. 2nd floor conditioned floor area:2301.4 sq.ft 2nd floor conditioned volume (including open-to-below and 8' ceilings): 18411.5 cu.ft. Finished basement conditioned floor area: 2005.7 sq.ft Finished basement/crawl space conditioned volume (9' ceilings): 15080.4 cu.ft. Attic and vaulted ceiling volume: 3017.5 cu.ft. Total conditioned volume: 54561.3 cu.ft. ACH50(air changes per hour under 50 pascals pressure CFM50 x 60/Vol): 2.94 Best regards, MATTHEW WYNNE ARCHMME Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 uc Brooklyn Office:450 951'st,c9,Brooklyn,NY 11209 Laurel Olffice:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 13,2021 Town of Southold P.O.Boz 1179 Southold NY 11971 RE:Demarco Residence 2015 Gabriella Ct Mattituck NY To Whom It May Concern, Based on my site visit at the above address,the foundation,framing,strapping,and insulation were all installed per NYS Building Code. Please contact our office if you have any questions. Thank u, Anthony Portillo,RA, LEED AP A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build RE: Demarco Renovation- PAA DOC 3 2015 Gabriella Ct, Mattituck,NY 11952 TO: Town of Southold Building Department 54375 Main Rd PO Box 1179 Southold, NY 11971 On September 18th,2023,a Post Amendment Approval for 2015 Gabriella Courts home was completed.This PAA is in response to the Town of Southold inspection remarks that were dated 12/14/2021 as well as an email to our office from Nancy Dwyer dated 2/7/2022. The completed PAA DOC 3 drawing set resolves the following: -Handrails forthe rear deck were provided and shown in this post approval amendment document (DOC 3) -Handrails for the front porch are not necessary.The porch is approximately 22.5"from grade. There are 3 risers at about 7.5"(DOC 3) -The basement opening between the new and existing has the same size tread depth (Resolved previously in DOC 2) -The wood stove located in the workshop that was proposed in the original plan is no longer proposed (Resolved previously in DOC 2) -The window above the Master Bedroom tub is tempered (Resolved in DOC 2) If you have any further questions or concerns regarding this project, please contact our office. Thank you, AMP Architecture Ir � i La Page 1 of 1 FIELD INSPECTION REPORf FOUNDATION(11ST) --------------------------- FOUNDATION 1 ROUGH FRAMING& PLUMBING �j�lo ' ,, INSSTATE ULATION • 1 pm all" - MAE i �_ . f ' • • fin is' ►O ��l% - 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 � (T- Survey Southoldtownny.gov PERMIT NO. �( '� - Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate 1 Z Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 tOib bArchitecture, PLLC Disapproved a/c 1075 Franklinville Rd Pho4aurel, NY 11948 Expiration ,20 o mg Inspector PPLICATION FOR BUILDING PERMIT NOV 2 5 2020 ___ • Date 20—Z 0 INSTRUCTIONS a:�:Thjj,�pp1ptTgc e 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.. f. Every building permit shall expire if the work authorized has not commenced within 12 months after,the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations.affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold; Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant o .n • a corporation) . 10+- it nklmo i I l P 9-cl. l rf.1.1 -0 I NU I iqq- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ion Name of owner of premises (,'1e�(am� �P,W n rc C- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which,, roposed work will be done: - House Number Street Hamlet County Tax Map No. 1000 Section Q Block (A Lot JT , 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 � �1P -1 rn i 1k + p2 sI a eai� �l b. Intended use and occupancy 3. Nature of work(check which applicable):�ew Building Addition Alteration Repair Removal. ' Demolition Other Work e nhU6±60 (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 l�) If garage, number of cars �2ropcSe6 a Czar 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ��, Rear 3&•l Depth 3 I j i Height" r Number of Stories Dimensions of same structure with alterations or additions: Front C(a 6 Rear qa.c� Depth Height c2T--).L0 Number of Stories J 8. Dimensions of entire ne�v construction: Front .(o Rear q�.(c,� Depth Height Number of Stories 9. Size of lot: Front l So •(d Rear L t(). (ooZ Depth 10. Date of Purchase Name of Former Owner 11.Zone or.use district in which premises are situated o on - f oYl nr 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises?YES NO_ 14.Names of Owner of premises Clemx(6 -Dem r(o Address 2oiS Cnahnella VhTe No. Name of Architect Iaa'1-1-haM4 Pu\ ; 11 Address ions {rcnK�rw 0A; ne No( 1k12jA-0l -Q Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property,within 300.feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED, 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is,at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF %P�bIV_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,A nt,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 Lori T McBride 93 da of N(u 1?�8/ 20 Zc7 NOTARY PUBLIC,STATE OF NEWYORK Y Registration No.01MC636SU7 1 y � Z'°� Qualified lio i es Dee County Commission Expires December 11,2021 Notary Public Signature of A pl' t _J i S t C. ;B`'ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD n Hall Annex- 54375 Main Road - PO Box 1179 APR 2 p 20�gw Southold, New York 11971-0959 �T;� -- "-IuTelephone (631) 765-1802 - FAX (631) 765-9502 ,J. ,.rogefrCc south oldtownny.gov seandO-southoldtownny.pov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Inc Name: License No.: 38893-ME email: CLOS5170@gmail.com Phone No: acg c} 01 request an email copy of Certificate of Compliance Address.: y JOB SITE INFORMATION (All Information Required) Name: Address: Ol Cross Street-Fc Phone No.: BIdg.Permit#: L4s5t5s email: CLOS5170@gmail.com Tax Map District: 1000 Section: f Z Block: Lf Lot: . S BRIEF DESCRIPTION OF WORK(Please Print Clearly) S 1 Check All That Apply: Is job ready for inspection?: U],YES ❑NO ,*` O . ough In ❑Final Do you need a Temp Certificate?: DYES 54-0 - Issued Or, Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION z2S Electrical Inspection Form 2020.xlsx BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD il CMM -� ;Z Town Hall Annex 54375 Main Road - PO Box 1179 ;Southold, New York 11,971-0959 O � Telephone (631:)..765-1802.- FAX.'(631) 765-9502 rogerr(a).southoldtownny.gov — seand(a�southoldtownny.gov. . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - .t Company Name: �ns4"VL L/ Name: :License-No'- email: Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE. INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: BIdg.Permit #: email: Tax.Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: DYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ONO Issued On Temp Information: (All information required) Service Size ❑l Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �1 �c PERMIT# ddress: Switches rY Outlets b / I GFI's ► ?' Surface Sconces r °� H H's I � . U C Lts Fans Fridge HW Exhaust Ove 4Pi W/Dp �- -- Smokes DW Mini Carbon Micro Generator Combo I Cooktop f Transfer AC AH Hood Service Amps Have Used Special: II/ �j 1 fn /1,� ) W � foe' vV l Comments. / � �/ Gr L 0 b- D 7 Scott A. Russell 55TORAWNWA. UPIER SUPERVISOR .. �T �T -MA\1�A\cG IEI� IEl�T SOUTHOLD TOWN HALL-P.O.:Box 1174 53095 Main Road-SOUTHOLD;NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLIJTED BY THE APPLICANT ) k. DOES THIS, PROJECT INVOLVE . ANY OF .THE .FOLLOWING: 1 (CHECK ' _THAT APPLY) Yes No ❑� A. Clearing, grubbing, grading or. stripping of land which affects more than 5,000 square feet of-ground-.surface.. ; ❑0 $. .Excavation or filling involving more than 200 cubic yards of material within any parcel or any oontiguos area'. `Q Q C. Site preparation on slopes Vhicb exceed 10 feet vertical rise to 100 feet of horizontal distance.. '[]ED D. Site preparation within 100 feet.of wetlands, beach, bluff or coastal erosion hazard area. OC7 E. Site preparation within the one-hundred year.floodplain as depicted on FIRM Map of any water'course. ©❑ F. Installation.of new or resurfaced.-impervious surfaces of 1,0.00 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 beloww with your Name, Signature, Contact Information,Date.& County Taz.Map Number! Chapter 296 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 witji your Building:Permit Application. ;APPLICANT: (Property Owner,Design Professional,Agent Contractor;Oh'ed S,C.T'.M,,#� 1000 Date District NAME: AMP re 108 04 7.53 2 3 Z o mmu Section' Block Lot FOR Tgtj. DING`DEPARTMENT iJSE ONLY tCont9ct Information 516-214-0160 Rai Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — —.— — — — — — — 2015 Gabriella Court, Mattituck Approved for processing.Building.Permit. Q .Stormwater Management Control.Plan Not Required. j DStormwate.r Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 W APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) -- �,- 6sUFFQ/r 143 04 19 `� Stormwater Management Control Plan CHECKLIST NAME: AMP Architecture Section Block Lot o z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing 516-2l—N—Im 0 SignuW re TekpAorc Numbm �l�g all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items. YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries V/ 1== b. Total Site Acreage. 0� c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-1700. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. V 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 7 00 f. Existing&Proposed Contours of the Site (Minimum z Intervals) 0F V-I Sot elevations provided g. Location of all existing&proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 No Swimming pool proposed j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. �/ �0 �� \ 2. Stormwater Management Control Plan must include Calculations showing 4U , that the stormwater improvements are sized to capture,store,and infiltrate ! �' on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLYi D**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex � Telephone(631)765-1802 54375 Main Road ® 1 Fax(631)765-9502 P.O.Box 1179 to x Southold, NY 11971-0959 Q BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE=CONSTRUCTION; PRE-ENGINEERED_' WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION.— Date: _1_� 12 2)12 C7 Owner: ae co f L, . -De yx rc D Location of Property:. . -- ��(� _ ('� _ '-P I I a W_� {Ct 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 (FIR) Signature: Name (person submitting this form):,. 17ir'Ca.YIC'L(a �►r'P.r irz,,a�_�}mP-_�rch�12C Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Dwyer, Nancy From: Dwyer, Nancy Sent: Monday, February 7, 2022 3:31 PM To: 'Anthony Portillo';Jessica Magee Subject: Demarco Hi Guys, I have the amendments for the Demarco renovation. I'm coming into this one late (it was Damon's project)so I reviewed it all with John. John has some additional notes which will need to be addressed/revised on plan.. -basement opening between new and existing,why are there different size tread depths? They should be the same -first floor, does the work shop have the wood stove which is in the original plan? -second floor- please remove doors numbered 20&24..you can not have these private spaces, or go through a private room to a bedroom. As you look at the plan, it feels as though they are creating separate "rental suites" -window above the master bathroom tub needs to be tempered -health department approval is still required -the solder certificate which was handed in is unacceptable—they provided Town of Southampton certification. I know you aren't the builder, I just don't have the contact info for who to reach out to for that. Let me know if you have any questions. Thanks, Nancy T/azzcy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i 7 ? L"7 SCDHS Ref. RIO-.97- 0016 _p - e` • 00� 26� �o �r �'•� - e � SURVEY OF �r { ' LOT 7 "ELUAlIS LANE ESTATES, SECT. 3 LED OCT. 4 r99B NO. 9812 AT MA T TI TUCK TO WN OF SOUTHOLD G SUFFOLK COUNTY, N. Y. OP 1000 - 108 — 04 - P/D 7.1 `'' ►% j �s - Scale: 1" w 4,0' -� Dec. 4, 1996 Mar.. 25,19s7(foundation loc.). e' �,► 26 �� M®y 13, rss7(Final) �.� "ll mom, O� 4 2J,00. a" Q'�` ' fv 5• \ r;' •. r� AREA .- 40,006 sq.ft. - � ;. . r. j�• 'ANY-ALMATION OR ADD/rXW-To' Thls-SURVEY_1S-�.. vVCA1ION 1cm fam!lier with the STANDARDS Fon APPROVAL The locations--of- wells- and-cesS ools--- r A...._ _.._ OF sicrw 7209 of THEIYEr' YORW STATE EDUCAr/ON LAW, AND CONS TRUCT/Oty OF SUBSURFACE SEWAGE shown hereon are from fled observations '' `°• �� ZrEXGE7°T AS PER SEcrlav r2p09�9--SU %vkWN 2. ALL CERTFICArIONS DISPOSAL SYSTEMS FOR SINGLE FAA&Y RESIDENCES and or from data obtained from others. t� NO. 49618 omr ARE VALD FAR TFS►S'MAP AAD COPES THEREOF M Y F and w!!l abide b the condllions sat forth theraln and on the SAD AfAt'OR COPES BEAR THE UvesSED SEAL OF THE SURVEYOR y PECONIC S , rCr 09NIp�E mp om nM APPEARS MMOAL perm/l to construct. (516) 765 - 5020 AAOM Y rO COMPL Y W/TH SAD LAW THE TERM 'AL TERED BY' P. O. BOX 909 &WT B USED BY ANY AND ALL SURVEYORS U 1Z A OrY. ELEVATIONS ARE REFERENCED 1230 TRAVELER STREET OF Amorl*ft WOLWfr-rO-V M T iv C N��LAW. rO AN ASSUAGED DA TL" SOUTHOLD, N.Y. 11971 96-917 7 PROJECT / ZONINO DATA TAX MAP # 1000-145-04-ICI n.ZONING DISTRICT T' R-40 NON-CONFORMING ,, o II LOT AREA 0.2 ACRES EL=10.33' CERTIFICATE OF OCCUPANCY- #Z-3740; OI/14C70 EL=11.63' _ 75.0' - 51NGLE FAMILY DWELLING= - — -_- I'-- _ CERTIFICATE OF OCCUPANCY- J Q ADDITION TO SINGLE FAMILY #Z-3g06; 07/2cf/'10 N DWELLING 0o SOUTHOLD TOWN VARIANCE m ( APPROVAL o#-1407; 08/25/20 z - I - -- -- ci SUFFOLK COUNTY HD APPROVAL #R-20-0605 ii 3 j z w I. II TEMPORARY I EXISTING GARAGEco CONCRETE 15 NOT PART OF - -- .._.______...__ _.. .... . ........ ---__.. __-_._... _._.. _ ._..._......._..' o WASHOUT AREA THIS FILING HABITABLE SPACE EX15TINO PROPOSED M � ! I FIRST FLOOR AREA q04 S.F. 1,380 S.F. Q Z � - - - - --- -- _ - — - -I �m J N - —-- - --- - --- - - -- _ _ =I W C� SECOND FLOOR AREA O S.F. ! q45 S.F. w � _ Lo - -- - - - - TOTAL BEDROOM COUNT 2 I - UJI I I, � - - - _'I OUTDOOR - --- ----- v I = J SHOWER LOT COVERAGE cr j % LOT DESCRIPTION (FOOTPRINT) AREA COVERAGE .z APPROX. AREA OF EXIST. I �i II I SEPTIC SYSTEM; TO BE ( REMOVED q S.F. STOCKPILESTANDARDS ,I R SGDHS TOTAL LOT AREA J _g00.0 - - 5tORArF AREA EXISTING BUILDING g04.0 S.F. q.l9b ~y ! i EXISTING DETACHED GARAGE -400.0 S.F. 4.0% I NEW 8 I PROPOSED BUILDING ADDITION ,[ 635.0 S.F. I I DRAIN 1 i -- -- -_ _ TOTAL AREA OF ALL STRUCTURES Ig3q.0 S.F. Iq.69b I� POOL I PROPOSED -- - **MAXIMUM LOT COVERAGE ALLOWED - 20% �— ENTRANCE O Z - I DRAINAOE GALGULATIONS 05.05s020 DRAINAGE SYSTEM CALCULATIONS AMP ARrIHETECT� NEW IMPERVIOUS SURFACE AREA= 1435 Sq. Ft. 15400 MAIN ROAD 30.3' 1,435 Sq. Ft. X 0.17= 243.g5 MATTITUGK,N.Y. 11452 i 243.g5/42.2= 5.78 VERTICAL FT. OF 5' DIA POOL REQUIRED 516.214.0160 p - j EL=10.21' PROPOSEDI PROVIDE (2) 8' DIA. X 3' STORM DRAIN POOLS EL-Ia CONFORMING O EXISTING ! .9 DRYWELL/DRAINAGE STRUCTURE NOTE: OL BROWN 15�' ADDITION DECK TO B LOAM � A MINIMUM 10' SEPARATION 15 Is - O REMOVED REQUIRED BETWEEN WATER 5ERVIGE dJ EL=q.10' LINE/LATERAL5/MAINS/SEFTIC/LEACHING SW FASAND LE BWROKNIFFIINE LL I /SEWER AND THE EDGE OF ALL GRAVEL Q STORMWATER DRAINAGE LEACHING LIMITS OF—/ 14.6 ( STRUCTURES - j = CLEARING LEADER NOTE: SP PALE M FINE CONNECT ALL LEADERS COMING SAND (K FROM &UTTERS TO NEAREST DRYWELL. EXISTING I STORY m HOUSE LIMITS OF III CLEARING SECOND FLOOR sP PALE 5�FINE - --- --- NON-CONFORMING IN WATER a ADDITION; 125 S.F. I I PROJECT: � I p � s EL-9.68 COMMENTS: WATER ENCOUNTERED (V EL=10.53' t- T- 6.'1'BELOW SURFACE z I D E M ATO �N RESIDENCE NEW 8' ❑ ❑ 20.0' p p FIRST FLOOR -------- -- DRAIN ! NON-CONFORMING 355 RILEY AVENUE POOL --__ _____- ADDITION; 60 5.F. MATTITUCK, N.Y. 11952 I' - m I COVERED PORCH W/ 2ND PROPOSED IAOWT5; STORY DECK ABOVE - SEE APPROVED DRAWING TITLE_:___ NON-CONFORMING SEPTIC PLANS FOR SWPPP SITE PLAN ' iI ,I ADDITION; 100 S.F. INSTALLATION - PROJECT DETAILS TEST HOLE LOCATION LIMITS OF CLEARING I !.,_.... PAGE: swppp EL=12.00 i HAY BALES AND/OR SLIT FENCING - t;i — "75.01 SITE LAYOUT NOTES: . . .., .. O°31'00"WIi EL=q.33 I. THIS IS AN ARCHITECTS SITE PLAN R IS ,�Y _ DATE:10/21/20 ( ,•; SUBJECT TO VERIFICATION BY A LICENSED R I L, E Y A V E N U E SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE Q A) Co , ARGHITEGT'5 BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED4' FROM A SURVEY DATED SEPTEMBER 16, 201q AND PREPARED BY: yy. ,,,s,�. ,,, �,, �,, • YOUNG 4 YOUNG SURVEYORS S I PLAN J�1"1' `s I 400 OSTRANDER AVENUE p^ t RIVERHEAD, N.Y. 1Ig01 �� .� 7E. C}, (631) 72'1-2303 SCALE: 1'-0" = 10'-O" A N Dl B k k J 0 iL z 0 It z LLJ 00 > 0)It 0 z (D 0 z 4 tt Z --Ic� U. 0 SUE3,JE r-,T Lo X-i ui r- Lo ICI I ev A v e n u ce,: Ell f 500' 51TE BOUNDARY SCALE: NT5 z ui I II 0 AN(SLE FIRST ST PREVIOU5L'r LAID BALE. f PROJECT: DEMATO eTHI K REINFORCED CONORETE "�DIA*TER IRON FLOP RESIDENCE TRAFFIC E " N 4 FRAME eRASS SHOULDER AREA 7*lrF. ED ON CONTOUR 355 RILEY AVENUE MATTITUCK, N.Y. 11952 2 RE-BAR.5: 5TEEL PICKETS OR 2"x2" STAKES 15 TO 2' IN&ROUND. DRAWING TITLE: DRIVE 5TAKE5 FLU5H WITH TOP OF HA"(BALE5. STORMWATER PRACTICE lu -1 FIDE ANCHOR INO DETAIL/STRAN BALE DIKE DETAIL DESIGN& DETAILS I I i I I -1 Ll I ij Ll 11 11 !L] 11 SCALE: 114" I'-C" 11 f I Fl FI F1 Fl A I F I F-1 t PAGE: II- S ww . PPP-2 VDIAMETER,PRECAST qROuNp CONCRETE LEAGHlNr, RING. WATER SEE CALCULATION5 ON PASE 51,11PP-1 FOR POOL HEIGHTS WMAX. G. TO G. DATE:10/21/20 MIN. DIAMETER MIN. t 4r,L t t CLEAN BAND ORAVEL FILL T_5::L)m 7YFICAL 5ECTION @ LEAOHINO POOL EMBED FILTER rL O;� MIN. (b" INTO GROUND N SCALE: 1/4" I'-oll O 4 NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE/ 100 LINEAR FEET 10\11114 �vo\` i 037 , SILT FF—N(fF— DF-7A I LS 0 IF= SCALE: 1/4" = 1'-0" �- - - - - --- ---- --- -- - ---- - __ -- - GENERAL SN1'M50L <EY :DOOR SCHEDULE ,', Q DOOR MATERIAL II NEW PARTIAL HEIGHT EX15TINO TO BE DEMOLISHED WOOD FRAME (L.6. STL. W W TACK DESCRIPTION Q NOTES EXISTING TO REMAIN WHEN APPLICABLE) _J WIDTH HEIGHT < NEW WOOD FRAME (L.6. NEW FOUNDATION WALL Q ' - ----- I STL. WHEN APPLICABLE) BASEMENT NEW 1-HR FIRE RATED x MIN. (2) 2"x4" STRUCTURAL SEMENT 27 51NOLE 3'-O" 6'-8" 1--j— • WOOD FRAME (L.G. STL. POST FOR 4" WALLS-_ - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. 28 SINGLE - 3'-O" 6'-8" •- - NEW 2-HR FIRE RATED O --- WOOD FRAME (L.G. 5TL. 0- ------- WHEN APPLICABLE) �- Z O H FOUNDATION PLAN NOTES Fr Q 0 PROVIDE NEW WALL-HUNG 6A5 COMBINATION Art i E� D M E !�I BOILER: Lu I. BY 'NAVIEN" MODEL #NCB-2401= OR APPROVED EOVAL 2.MAX 6A5 INPUT: Icicl,4o0 BTU/f R¢;CONNECT TO NEW 00 PROPANE TANK J Z (D rq OPROVIDE NEW 100 GALLON HOT WATER 5TORAGE TANK; INSTALL AS PER MANUf°ACT. 5PE05 Qz � PROVIDE (1) NEW 5 TON HYDR.ONIG AIR HANDLER: OI. UNITS BY "CARRIER" OR APPROVED EQUALLL (D 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I";UNIT APPROVED AS Lo Im T-4 LOCATED IN BASEMENT. SEC. I=LOOR "ZONE 2";UNIT _ NOTED LOCATED IN ATTIC. C Q 5.PROVIDE HOT WATER COIL AND CONNECT HOT WATER DATE S�� v�s a .P W ei J O FROM NEW BOILER TO NEW COIL. J FREEZE PROOF H05E BIB: NOTj �`�I�BY NOTIFY B ILDING DEPARTMENT AT � , 4 FASTENED w/MASONRY ANCHOR°i (PRECISE LOCATION T.B.D. IN FIELD - GON5JLT w/OWNER) NATURAL LIGHT VENTILATION 631-765-1802 8AMTO4PM FOR THE (HABITABLE 5PAGE) FOLLOWING INSPECTIONS: L) OFOUND 8 POSTS FOR HD. DECK: �$ 1. FOUNDATION-TWO REQUIRED W 5 4"x4" WD. P.T. POST b 5" P. GONG. PIER UPON 12"XI2"X8" P. FLOOR AREA 1500 S.F. Q FOR POURED CONCRETE 1- 0 GONG. PAD FT6. AS PER DECK DETAIL (TYP) 3q-0 2. ROUGH-FRAMING&PLUMBING V J % REQ. S.F. PROV. � �� . TION LI6HTIDOR AREA OF ; ... : 4. FINA�CONSTRUCTIONMUST Q .6 FOUND POSTS FOR WD. DEC;K: FL 104.0 S.F. 40.0 S.F. ; O 4'x4 WD. P.T. POST $ 12 P. GONO. PIER UPON IS XI8 42 .. : . .. BE COMPLETE FOR C.O. P. GONG. PAD FT6. AS PER DECK: DETAIL (TYP) VENTILATION;MIN. 4% 52.0 5.F. 54.0 S.F. - ALL CONSTRUCTION SHALL MEET THE +' OF FLOOR AREA 8'-O" 'i'-10" 7'-q" -f'-9" 5'-4" FOR WOOD STAIRS ® GRADE_ ARTIFICIAL LIGHT r REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR �,✓ _ _ _ _ _ _ _ _ DESIGN OR CONSTRUCTON ERRORS O 4" THK. P. GONG. PAD 8 WIDE x IZEQ'D LENGTH UPON HABITABLE FINISHED BASEMENT: 1,440 50. FT. - — — — — �— — — — — -� - — —_ -- 6" GRAVEL UNDER 2MIN. P.T. STAIR STRINGERS ® REQUIRED LIGHT: 6 FOOT CANDLES /50. FT. L J L� J J MAX. ib" o.G., U.O.N. (MIN. 3 STRINc5ER5) (1) 40W LED BULB = 450 LUMENS 4 TYPICAL LEDGER BOARD a P-XT. DECK: 6 FT. GANDLE5 X 1440 50. FT. = 5,640 LUMENSA-4oi OS I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 5,640 LUMENS / 450 LUMENS = 19.2 f(1 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LA6 BOLTS MINIMUM (19.2) 40W LED LIGHTS REQUIRED Q ® 16" O.G. 5. INSTALL H.D. 6ALV. JOIST HAN,5ER5 BY '51MPSON' (OR MINIMUM (20) 40A LOW VOLTA6E LIGHT ( = w f EQUAL) FIXTURES REQUIRED p 4, BEI°T OVER TOPVIDE IN6 TUCKED ED E OF LEDGER BD. MECHANICAL SIDING a MECHANICAL VENTILATION : 5. SEE NOTED DETAIL REQUIRED VENTILATION: 0.55 GFM /HOUR (AGH) HABITABLE FINISHED BASEMENT: q58 50. FT. I I 14'-Oy2" 0 _ HOLDOWN: GEILIN6 HEI6HTiT-Tl O 10 HOLDOWN V' AS PER PAGE 6-005 (956 X "L6 X .55) /60 = 42.5 GFM I ( m0 v HABITABLE FINISHED BASEMENT: 425 S.F. GEILIN6 HEIGHT: a'-O" — — - — — — — — — — - Q m pa w 0 (423 X q.0 X .35) /60 = 22.2 GFM 0 5 M V 0 z m II BEAM POCKET (TYP.) 8'_by2 2 .-� Y a � � ng. a NEW WATER FILTRATION SYSTEM FOR ENTIRE HOME; EGRESS WINDOW WELL: �_ - - - _ - -I - - I- - _ _ _ - _ �-_ - -_- - _ - - u- 0 w N voj Z z . I2 H.O. TO SELECT BRAND; INSTALL AS PER MANUFT. PROVIDE NEW EGRESS WINDOW WELL p SPECS BY "ROGKWELL;ELITE SERIES" —� —�-�J I— -J —I I_ — ry w Q Z O w a 0 Lu Ct N 66 W.X60 H. OR EQUIVALENT. w I , E O W O m m INSTALL AS PER MAN. SPECS. O_ =N 6 25'-O" 2 p (V WO dmHaa Z UO q s — — - - — - - Zm 0 � 000 ww 0 Od to �: •.:•','.:,'..`. .' ,' .: , . :; ;:: ";..` :'. ; "! w m �_ V 0 ru O = m Z - - - I � O atnNZO -I � a = p Om UO mZc� w �- v �tymw f- a O � �p � dwmCW'3 NN > w wZ ,n N - - - - � - - - - - - _� - - - - -- - - - - - v~iN Zoa. (ntua •2lg0m pw - - - - _ _ m m a V m 0 0 0 m H p p �. s paw as LL._ter__ _� ` - _� L p W m > a = a a N W O 2 Z H W In O W W W m NEW EGRESS -- -j� CJ Cl WINDOW I NEl^1 I w a nwozop OwZQ Q 2 bwx2 oh z N - -i a (n Gap W -1 � mm u. maMaa p �- 3m m � W210O4 3-OOP 1 WINDOW. I 0 M N m N M W O I — — — — — — — — — — — — — — — — — — — N N N cq MN. NEW FINISHED H N � BASEMENT p N rn _Y 655 S.F. o 0 0 u401 PROJECT: NEW GANG. D E M A R C O PAD FOR AG 28 ( I I -$ GONDENSORS EXIST. 5.51, STEEL COLUMNS - RENOVATION . NEW FINISHED I p BASEMENT L �J . . . ... .C. .. NEW BASEMENT -------- -- ----- t- 35o S.F. I NEW SLAB ON I o 45'1 S.F. - GRADE m 2015 GABRIELLA COURT 4QX6� NEW CLOSET i ,o I PROPOSED 5LAB MATTITUCK, N.Y. 11952 LLL/// ON 6RADE NEw ' - - r J ® ® MECHANICAL DRAWING TITLE: ROOM DRAWING TITLE:- Q +z PRO POSED FOUNDA TION PLAN � 3 4 X6 NEW — -- - - - - 2'-6"wX2'-O"h EXIST. I-I in WINDOW. U-TRAP -301 7 -\1 EXIST. I L-- I I 15 2 x6 f,�Wf'� ` A-3°I PAGE: ELECTRIC ` _ UP . . , .. .. . . .. �PANEL <J I �• I I I I01 ?. . lsu� ?ACCESS HAT�H PROPOSED 1 I u� GRAWL5PAGE -4 5 m _ DATE: 09/18/23 6 OF 17 -�— — — — — — — — — — — — — - - - - - - - - - - -- - - -J 3-2 -f'-8 NEW SUPPLY LINE TO NEW BURIED — — — - _.: . -' —~ PROPANE TANK;SEE SITE PLAN (`I FOR TANK LOCATION;MAINTAIN •- •...;...'.. • . • `•:; ., : , : . . •- .r. ' _. - i MINIMUM 5 SEPARATION FROM SEPTIC LINES D - -- — — — — — — — — _ — 10 SEP 2 2 202 18'-O" 36'-I" 2'-6" 25'-°" qy r � ;r �•`. FROF05EI7 FOUNDATION PLAN 2,115 5.f. OR055 AREA; 1,581 5.F. HA51 TAE3Lr- Si=AGT= SCALE: 1/4" = I'-O" DOOR SCHEDULE ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE FACE "0-005" FOR NAILING 4 STRAPPING DETAILS. (5ENERAL NlNr�)ON CHART ATERIAL 11 1: NEW PARTIAL HEIGHT DOOR m EX1571NC-7 TO BE DEMOLISHED TAry DESCRIPTION NOTES EORE55 HOOD FRAME (L.O. 5TL. LL1 Lu WINDOW DIMENSION WIDTH HEIGHT CLEAR ROUGH OPENING EXISTING TO REMAIN WHEN APPLICABLE) _j I! 1� -L # OPENING WINDOW TAG TYPE MODE WIDTH REOV: 20" NOTE ------ --------- NEW HOOD FRAME (L.6. NEN FOUNDATION HALL TH HEIGHT _NIDTH HEIGHT HEIOHT REO OPEN REOV:V 5.1-24" STL. WHEN APPLICABLE) EXTERIOR A (Z TIN 6510 :2'-e, 4'-0 4'-0 N 01 UBLE-HUN 67 _j :2'--7 DOUBLE SWING-IN 21-51, NEW I-HR FIRE RATED m77 MIN. (2) Vx4" STRUCTURAL ------ 4� WOOD FRAME (L.O. STL. LLJ POST FOR 4" WALLS-HUNO (0510 2,-e, 4'-O�:]' :21--7 J" 4'-0 g" WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL�L---- -- -70:=21 OVERHEAD -E-11-70- '7'-0" VOL) POST FOR 6' HALLS), U.C.N. 0 (5) A)^ AX2e1 :21- 2'--1 :2f-'7 �11 NEW 2-HR FIRE RATED 0 '71-011 05 V400D FRAME (L.O. 5TL. WHEN APPLICABLE) .71-6 It 0 DOUBLE-HUNG TH26542 Z-9, 4'-4 :2'--7 4'-4 _4 61 oil DOUBLE-H OVERHEAD _E�170_111 0 OVERHEAD DOOR z �_---- F :2-'--7- 4'-4 :2 E (OS L T1^12642(2) HUNG FLOOR PLAN NOTES 4-'-4 -- - �' JL ] 51NOLE :21-&" Z TH2452 2_6 5'-4 V-4 DOOR NOTE: NEH LAUNDRY: HINDOV4 NOTE:DOUBLE SLIDERS F 1. INSTALL INTERIOR DOORS WHEN CALLED OUT ON I. NEW HASH / DRY HOOK UP I. ALL WINDOWS $ DOORS SHALL BE ANDERSEN 400 Ob HUNC- Z-5 (D PLANS BY 'JELV-WEN' EQUAL). 2.COORDINATE LAUNE�I. ROOM 4 DOOR DIM.'s SERIES (AS NOTED); INSTALL AS PER MANU. 5MC.S. -oil 4'-4 Z-1 07 DOUBLE 5NINO- LLJ TH2642 :2'-,e> IN �_____. ____ __11 2.INSTALL EXTERIOR DOOR5 WHEN CALLED OUT ON Pq/SIZE OF EQUIP. FOR SUBSTITUTIONS, SEE NOTE W1 IN "GLASS _j H TH2652 2,-e, 2'--7 5' 4 PLANS BY 'THERMATRUI' (OR EQUAL). 5.PROVIDE HOOK UPS AS REO'S PER MANU. WINDOWS AND DOORS" ON PAGE 07-002 IF _j 00 INTERIOR --FIRST FLOOR 5.DOOR TYPE TO SELECT CASEMENT WINDOWS - ALL C5MNT NNMNS SHALL DOUBLE-HUNG 5' 4 4.INSTALL AS MR MANU 5MC.'s HAVE 5TPAIOHT ARM HINOE WHEN > 0 r No TN2052 5.PROVIDE (2) 2"x5" HDR., U.O.N. DRYER EXHAUST NOTE: 2.IF DOUBLE HUNG - ALL DEL. HUNG HNVHS To BE z CO '511 VOUBLE-HU 2'-1 V-4 C -- 4.SEE PAGE 0-005 FOR ALL OTHER FRAMING TILT HASH lit-I C) 05 DOUBLE SWING 21-01, 2'-:2 5'-4 _j I. DUCT SHALL TERMINATE TO EXTERIOR�F OPENINGS 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND z >: 4 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 5. ALL GLAZING WITHIN 15" OF FF TO BE TEMP. OL. C_== OCT DOUBLE SWING K -DOUBLE-HUNG TN2104 r, 0 10 51-0 _7i STAIR 4 RAILING NOTE: 5.DUCT SIZE AS MR MANU. WINDOWS (TYP. FOR ALL) U.O.N. Z TA 0 -roll k4l CENTERI. ALL STAIRS SHALL HAVE MAX. 1-3/4" RI 4 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER :21 L CASEMENT OX14 4'-0 4'-0" '7.*7 S.F. MEETING MIN. 10" Tr - RISERS SHALL BE CLOSED__ ��111 LLL___ IIJLL_ 1 i 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN LL RAIL 2. 42" HIGH GUARDRAIL 6 SPINDLE SPACINO CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO EGRESS NOTE: Lu (0 SINGLE LO 0: T-i NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM IN COMPLIANCE WITH NF-WrORK STATE BUILDING SINGLE 2 K/ CENTER 56" HIGH HANDRAIL 4 SPINDLE 5FAVNe NOT SHALL BE LIMITED TO LENGTHS, NOT TO COPE, SECTION P-310.2.1;THE FOLLOWING MEANS OF RAIL IN ACCORDANCE WITH UL 2155A. X145 4'-5 2'-'7 4'-4 e5b S.F. 1! 0 M MEETING TO ALLOW PA55AOE OF A 4" 4) SPHERE EXCEED & FEET AND SHALL BE LISTED AND LABELED EOFZE55 SHALL BE FOLLOWED: i 5. ORIPPA5LE RAIL AS PER CODE 12 DOUBLE SWING CASEMENT (b.EXHAUST DUCT5 SHALL BE MIN 0.016" THK RI&D NET CLEAR OPENING........... 5:7 S.F. IL i WINDOW 15 Lu(2) TH265(b 2,-e> 2'--7 5'-,5 SMOKE DETECTOR / 00 DETECTOR NOTES: METAL W SMOOTH INTERIOR SURFACES WITH JOINTS NET CLEAR HEIGHT............... 24" MINIMUM N DOUBLE-HUNG TEMPERED I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION Or AIR FLOW. EXHAUST NET CLEAR WIDTH................. 20" MINIMUM I L DOUBLE SHIN Z-V 51.&1 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCT5 SHALL NOT BE CONNECTED WITH SHEET-METAL 51 NOLE :21-011 HARD HIRED TO EACH OTHER 1-4/BATTERY BACKUP. SCREWS ELECTRICAL PANEL: F_ 2.INSTALL ALL AS PER,MANU. 5MC.'s 'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER gO NEH ELECTRICAL PANEL LOCATION;ALL U 6-all 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATION To THE HALL OR ROOF TERMINATION. THE INSTALLATION AS PER NY5 ELECTRICAL CODE LLI 15 IN COMPLIANCE WITH LOCAL CODE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOP, EACH 45" BEND AND 5 FEET FOR EACH clO* PROVIDE NEW PROPANE FIREPLACE INSERT. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES _j NEW ATTIC ACCESS - FULL DOWN STAIR: NOT INCLUDE THE TRANSITION DUCT. HOMEOWNER To SELECT. CONNECT AS PER I. MIN. 550 # CAPACITY MANUFACTURER SPECS;PROVIDE ALL NECESSARY 1 VENTING.SIN 2.SIZE TO FIT Mr=(�,H. EQUIP. THROUGH OPENING (MIN. 7 OLE Z-611 I'T 22"X509 (�) ELECTRICAL METER: NEN HOOD DECK: 18 5.- HR FIRE RATED NEA ELFC. METER AS PER N'rS MECH. CODE, 4 SIN 4.DBL. FRAMING WREN NEW OPENING IM OR TIMEERTECH;H.O. TO SELECT FINISH; INSTALL AS SINGLE UTILITY 00. STANDARDS 5. INSTALL AS PER MANU. SPEC.'s PER MANUF. SPECS SINGLE 21-511 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS INTERIOR SECOND FLOOR II Ji 21 SINGLE 1 :21 6_511_ H • 2:2 SINGLE F 25 DOUBLE 5HINO :21-&" (01-511 a f -- 0 O !R v uj 0 U- w 0 SINGLE :21-011 bo M Ix UJ 0 z it Lj_ :26 a L) < LLJ 15 0 IL 0 (3 V) BASEMENT m 0 2 L) =3 z LA_ LLI V) 0 z w a a Lu w 00 0 w > x U- ui 0 a M LU uj ui U) SINGLE 51-01, 1 m w z 0 45 0 m 0 U 0 0 0 (n IL 0 SINGLE 6-5 25 z M 0 0 z C) In -i LLJ W Z 0 0 UJ (L z 5. 77- 2 0 0 0 > w 2 !� L, 02 _4' ------ tu- W m -7 - RC) a 2 > L) 3: _j mo WO < (nfn �- _j ELMO - 0 coz (5zw C.) pi p w 0 V) UJ a LL M (L Lu 0 z > om ouj z -0j 0- 55 7. 40X&P (n < < U) m no L) m ca 0 0 0 N NEV4 N L �5 U- LL Q w z BEDROOM a w L) mew w 1410 S.F. w > a an (n w 0 NEN tu b z w cn _j 0 Lu V) Lu W tr (L a w 3 1;;;�l- a no 02 COVERED BALCONY' am PROVIDE w _j z V) _j 0 _j - 11 51-1111 -L.I 5HT t 2 ;VR) M 0 W < W (od S.F. ;0 SOUNDPROOFING a NATURAL 2 mcr u. 0: < G: < < a SHARED HALLS OF VENTILATION ik" TEMPERED NEH HABITABLE SPACE I I ABOVE GARAGE 13 PROVIDED 4QX6a I � &I A51,L CL. uo /CA Hl%"��,/ : 4 FLOOR 50 HALLKAY/FOYER A ? 1 AREA IcTO S.F. iN i 1 -1 cli NATURAL LIGHT $ - NtfN-M�,SfEf;�-' __j % REO. S.F. PROV. L0 VENTILATION BATHROOM If__ - C14 cli FLOOR 120 S.F. LIGHT 15.2 S.F. 51.5 S.F. C14 04 220 S.F. RAIN 4 KALL ,-*, W C14 00 d.) AREA GD� �ri vi SHOWER HEAD RADIANT RE=N D Tb S.F. 50.0 S.F. 5' OY:2 96 REQ. B.F. PROV. NEW MASTER FLOOR L Cli- BEDROOM _j HEATING 0 L16HT 251 S.F. 220 S.F. I TOO REOID 1*7.6 S.F. BIDET/TOIL OIL E9 COMBO, PROJECT: 5.6 S.F. :22.5 S.F. r _ U Qj NFH DN. DEMARCO NEN NEW HALLWAY SITTING ROOM LL, 03 CO� N RENOVATION T .255 F VAULTED7 1 4 _T iuO� ABOVE SM/00 2015 GABRIELLA COURT SM/CO ;t 5MICO :26. :2 60 S.F. -:�/Y- i F"-IV:2" CiD @_= I F Ill RADIANT FLOOR HEATIN6 DRAWING TITLE: :N NEH LIVING PROPOSED SECOND FLOOR PLAN 1 '.7 7_71- 1 ROOM NEW NEW H�LK-IN T 455 S.F. 5'-b" HALL I STORAGE CL. HEIGHT OPEN TO 165 S.F. 40 S.F. AUNDRY Z' BELOW CLOSET 1 42" H16H HALL 24 S.F. L r PAGE: A-501 T j104m00 Am L J� Fx 6A 7- DATE: 09/18/23_7 8 OF 17 CHIMNEY > U , :2' 6 L '5 8Y2 -------------------------- L 15, :20'-:2" Ak P PROPOSED SECON.r�) FLOOR PLAN L&L'p mo NEH L fc� L_j 7 71 2,025 S.F. HAE31TABLE SFAC.,E; 2,175 S.F. 0F,055 AREA SCALE: 1/4" = 1'-011 1 3 CL ELEVATION NOTES < a NEW 5/4"x2" 'AZEK' (OR EO.) TRIM: (Din AT ALL NINDON5/DOOR3 (TYP) inPROVIDE AT ALL BUILDING CORNERS b UNDER SOFFITS W W J O NEW WOOD FRAME STAIR ONEW DRYER VENT: O SEE NOTE ® PLAN 0 \ F- Oreserved GABLE RAILING. - -- - I. 42 HIGH GUARDRAIL 4 SPINDLE SPACING - -e - --- NOT TO ALLOW PA55ASE OF A 4" 0 SPHERE; - - - --- - - - - --- - -- --- ------ ------ 6RIPPABL IL AS PEP,CODE - - - ------ -- ---- --.- - --- - -- - - - - - --2. ERA - --- - -- _ _- - _ - - - - -- - - --- -- ---- NEW METAL (ALUMINUM) ROOFING; H.O. TO SELECT - O FINISH; SEE ROOFING NOTE AT SECTION - - —.-- -------= Lu NEN H.O. TO SELECT 00 0 EXPOSURE SIZE; SEEI WALL NOTE AT SEGTIONH - _ - -- - 0 - --- _ --- -- - - --- - > ctp NEW BOARD 8 BATTEN SIDING; H.O. TO SELECT - 8 FINISH 4 EXPOSURE SIZE; SEE ROOFING NOTE AT - _----_-- - SECTION A_ u-� I Z 4—_� Z --- - - AD J - ------ - - D p IM IH Lo — --- - ----- — _ I -- U -, 12 ❑❑ I' I U .J LJ i I - I ----- ---- -- -- \ ---- - -- _ 2 �J E-1 El FAST ELEVATION (FRONT) SCALE: 1/4" = I'-O" 4 0 0 0 O Q v v F m W O N ❑ U. 00m CS (Wj0 Z cr u- 0 w Z z 2u. m0: ZO W w ❑ uN w 00 �r Ooo a� zO Ir H n p a 00 13Wz oaZ = 0oOo � oWm ~ � 0 � > ua1 � J a00 ❑ oa 00 mZ (g W U ❑ � Ir 0u. i1�= Kn aw NNW ❑ wZ N � Q0QQ (nw amp- r0 aLu n Au 00 H wv_Wi mow = ww It (La W Z � QEi ❑ w ❑ Z ❑ ❑ Ow - aQm mm u. Ca4_ aQ ❑ F- � m CcLL --- -__-- -_- __-.- -_- _-- _._-.=�= -- - - -- _ --- --- ----- - _ _ - ---- ---- iu-------------- — � cli M W a-I F- N rl ❑ O O O PROJECT: - ARCO - _ OVATION -- -- - _ --- 2015 GABRIELLA COURT MATTITUCK, N.Y. 11952 jj DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 7 - 3 - 2 -----_- -� I A-401 I - I -- -- PAGE: .1 - ; 2 0 - --- - --- -- - I e ICI �I 1 --- I DATE: 09 18 23 / / 9 OF 17 �D NORTH ELEVATION R I OHT 5I)E SCALE: 1/4" ,3 71 �'l r4. .a 3 1 C. ELEVATION NOTES Q — 0 NEW 5/4"x2" 'AZEK' (OR EG2.) T�:IM: W O PROVIDE AT ALL WINDOW5/DOOR5 (rrFd W PROVIDE AT ALL BUILDING GORNER5 4 UNDER SOFFITS J O2 NEW WOOD FRAME STAIR Q OVIEW DRYER VENT: SEE NOTE ® PLAN ` J I-- � I 0 reserved I GABLE RAILING: __: --____.: -_ -:_-_--_- ---- �> - _:=-=. --_ _ - _-_ __ :- _- \ - Z O I. 42" HIGH GUARDRAIL 3 SPINDLE SPACING - - -- - - -:.. - - ----- --_ --- - -- - - -_— - -- - - NOT TO ALLOW PASSAGE OF A 4" m SPHERE; = ——---- ---- --- -- --- - - --- --- - -- --- -- --`-_-- - - _-_-- - - - - -- _ - - -- -- - - _ 2. GRIPPABLE RAIL A5 PER CODE -- - -- — Z b NEW METAL (ALUMINUM) ROOFING; H.O. TO SELECT - -- I Q FINISH; SEE ROOFING NOTE AT SECTION uj NEW CLAPBOARD SIDING; H.O. TO SELECT FINISH -- -- -- ----_----- - -- _ ---_ -_ - - 00 8 EXPOSURE SIZE; SEE WALL NOTE AT SECTION - -- 8 NEW BOARD O SRE SIZE ATTEN 15EE F:OOF NG NOTE AT O FIN15H E O -- —DINO; H.O. TO SELECT SECTION Z N J _ � 5 1 � wcfl I I - - -- — - - -- -- - - - -= �N Imo- In - -- -- - - -- -- - -- - - --- ---- - - _ U - -- - =Lu uj - --------- H H H H ------ O-. O I --.. � I-_- ✓''Y� , _�,...� ' it Q- - " : . NEST ELEVATION (REAR) SCALE: 1/4" = I'-Oil q � 0 0 01 = M V OQ v v pp W O - p 60t=i. C7C� QW g 0 U N a O Z Z . WO 2a 'U, W> O Op CSSlF0i- Qow m� ZO �W' WOp a a � d Ljj IItf�L Nw0 a = O � C ZO 0 wZ O pp DaJ = oNVZ �00 Ir0u. � OS � Z 20 WUm Wv) �W w- 0 QtAInF- m9 mamw MD 0 OO mgZ_ Rw ("; Lu Nun) wp 11n,- Lt v~i � a � aa � a ca 0m oui m O � o Q x p f- fn LL J I- - W i C� --- N 0 W. 0 I It 0-O pLu -- _—- -- -- =-- - - =_ �.�___ -- --- ----- - -- -- --- - u. tL Q �. Q F- - - - -- - - O ipW Q � m V • • • • • • • • • • • I --- ------------ --- --- - - - rl N M 04- FW- � N � p N -- - PROJECT: DEMARCO RENOVATION 2015 GABRIELLA COURT 2A-401 MATTITUCK, N.Y. 11952 _ DRAWING TITLE: _ -- - — PROPOSED EXTERIOR ELEVATIONS I - - -- - — PAGE: it jr It emv;!emoo II -- --- ---- - --- �I -- r III III j DATE: 09/18/23 10 OF 17 - cV III = (III III �IIi I III O II -' SOUTH ELEVATION (LEFT S 1 l7E) SCALE: 1/4" = 1'-0" it �" 7. M I\N OENERAL 5*`%r��50L KE)"' : _!4 NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.5. STL. LLI LLj TAG DESCRIPTION dl NOTES WHEN APPLICABLE) EXISTING TO REMAIN WIDTH HEIGHT NEW WOOD FRAME (L.5. NEW FOUNDATION WALL STL. WHEN APPLICABLE) m \kg,�\�\ANW lb 'V- �," ��i ARM fat �T "Ath mal amm Alcl -HR FIRE RATED NEW I MIN. (2) Vx4" STRUCTURAL 27 SINGLE (01-511 WOOD FRAME (L.O. STL. El POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (Z :2"X&" STRUCTURAL POST FOR 6" HALLS), U.O.N.qpop p 0 SINGLE NEW 2-HR FIRE RATED 22e=, WOOD FRAME (L.O. 5TL. NHEN APPLICABLE) z 0 FOUNDATION PLAN NOTES z PROVIDE NEW WALL-HUNG OAS COMBINATION OI BOILER: ui I. BY "NAVIEW MODEL #NC5-240E OR APPROVED EQUAL 2.MAX OAS INPUT: IcilclOO BTU/HR.;CONNECT TO NEW 00 PROPANE TANK > C) Z a) (D PROVIDE NEW 100 GALLON HOT WATER STORAGE C) O TANK; INSTALL AS PER MANUFACT. SPECS 4 PROVIDE (1) NEW 5 TON HYDRONIC AIR HANDLER: N I. UNITS BY "CARRIER" OR. APPROVED EQUAL LL LLI (D 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE UNIT Lo w T-1 LOCATED IN BASEMENT. SEC. FLOOR "ZONE V;UNIT r*,- =) Lo LOCATED IN ATTIC. 0 < (5 5.PROVIDE HOT WATER COIL AND CONNECT HOT WATERT-i -i FROM NEW BOILER TO NEW COIL. FREEZE PROOF HOSE 515: uj OFASTENED v#MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT H/ OWNER) NATURAL LIGHT $ VENTILATION (HABITABLE 5PACE) L) OFOUND 4 POSTS FOR ND. DECK: 4"x4" PO. P.T. POST 4 5" P. CONC. PIER UPON I2"XI2"Xe>' P. FLOOR AREA 1500 S.F. CONC. PAD FT6. AS PER. DECK DETAIL (7YP.) % REG. S.F. PROV. 01 . FOUND t POSTS FOR ND. DECK LIGHTING;MIN. 5% OF : 104.0 S.F. 40.0 S.F. 4 FLOOR AREA 4"x4" 1^0. P.T. P05T $ 12" P. CONC. PIER UPON Ia"XIa"XI2" P. CONC. PAD FTa. AS PER DECK DETAIL (TYPE VENTILATION;MIN. 4%1 5-2.0 S.F. 54.0 S.F. F- OF FLOOR AREA m 5'-4"- FOP, WOOD STAIRS a GRADE: ARTIFICIAL LIQ441 1F O 4" THK. P. CONC. PAD 5" WIDE x REOV LENGTH UPON HABITABLE FINISHED BASEMENT: 1,440 50. FT. 6" GRAVEL UNDER VxIV P.T. STAIR. 5TRIN6ER5 a REQUIRED LIGHT: 6 FOOT CANDLES 50. FT. MAX. 16" O.C.,U.O.N. (MIN. 5 5TRIN55ER5) (1) 40V4 LED BULB = 450 LUMENS 0 .6 4 [A 401 TYPICAL LEDGER BOARD a EXT. DECK: fo FT. CANDLES X 1440 50. FT. &,640 LUMENS OS 1. (1) 2"x P.T. ED. TO MATCH DEPTH OFJOI575 8040 LUMENS / 450 LUMENS = 11.2 2. SECURED v41(2) 5/5" 4) x 5" LONG H.D. GAL. LAG DOLTS MINIMUM (15.2) 40VA Liar,> LIGHTS REQUIRED < 5. INSTALL H.D. 6AL\/. ,JO15T HANOER5 BY SIMPSON' (OR MINIMUM (20) 40k4 LOW VOLTAGE LIGHT EQUAL) FIXTURES REQUIRED 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO 4 BENT OVER TOP EDGE OF LEDGER ED. MECHANICAL VENTILATION 5. SEE NOTED DETAIL REQUIRED VENTILATION: 0.55 CFM HOUR, (ACH) 7 HABITABLE FINISHED BASEMENT: 955 50. FT. g I I 1 I W-0y2l, 0 HOL.DONN: CEILING HEIeHT:"V--7" 0 10 HOLDOPqN 'D' AS PER PAGE 0-003 (155 X-Th X .55) /60 = 42.5 CFM a) X cf) 0 v HABITABLE FINISHED BASEMENT: 425 S.F. I L in ui CEILING HEIGHT: cf'-O" L . . . . . . . (425 X cl.0 X .55) /60 = 22.2 CFM ui O BEAM POCKET (TYP) 00 n w Q U. C.) L,IH .-<2 0CL - - - - - - - - - - - Ir 2 (n C.5 NEW WATER FILTRATION SYSTE11-1 FOR ENTIRE HOME; EGRESS WINDOW WELL: F4 LL 0 w ui H.O. To SELECT BRAND; INSTALL AS PER MANUFT. PROVIDE NEN EeR-F-55 V41NDOK WELL w > BY "ROCKV4ELL;ELITE SERIES" u- Ix Ix z b SPECS 22 o < ca W 0 a- W o m 0 INSTALL AS PER MAN. SPECS. 6 bb"N.X&O"H. OR EQUIVALENT. 0- - - - - - - - - - - - - - - - - - - - - - - Z F z 0 0 z 0 0 0 t 7< 10 7. • U. w ca 0 in n: F- co 0 - - - - - - - - - - - - - - - - - - - - - - 0 (n zw o 00 m ZL 0 iloj w U) -i LL < a w - - - - - - - - ---j cA Z 0 a (1) La co 0 0 -01 Li w w e NEW n w w w NEW EGRESS z w ❑ SQ > -i WINDOW < W a z a a 2,-b" X2'-O"h TH21041 0 5' 0 W Ir Ixu. cr NINDOP4. 0 04 C14 L- - - - - - - - - - - - - - - - - - - - - - - - NEV4 04 NEW FINISHED : BASEMENT j 655 S.F. - - - - - - - - - - - - - - - - - - - - - - PROJECT: NEW CONC. FAD FOR AC 25 D E M A R C O CONDEN50R5 EXIST. 5.5" STEEL COLUMN F- (TYF) IRENOVATION NEW FINISHED BASEMENT 45-7 S.F. L NEW BASEMENT NEW SLAB ON 550 S.F. 40-Xbt- 2015 GABRIELLA COURT F 7 NEW CLOSET -u PROPOSED 51-AB MATTITUCK, N.Y. 1.1952 ON ORAPE NEV4 L __j MECHANICAL DRAWING TITLE: ROOM PROPOSED FOUNDATION PLAN NEW EXIST. in I WINDOW. U-TRAP EXIST. ELECTRIC UP I I I PAGE: @10 77" 77,77 '7777 Alk AdftL .77 Ar L- - - - - - - - -- - - - - - - - I- I - - T A-102000 NEW 5'-O"X5'-O" 71-7 ACCESS HATCH PROPOS zr:>r DATE: 02/01/22 6 PF 17 *�,/p-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :21' 7 Ln L - - - - -- - - - - - - - - - - - - - - - - - - NEW SUPPLY LINE TO NFV4 BURIED - - - - - - - - - - - - - - - - - - - - - - E B PROFANE TANK;SEE SITE PLAN D PC FOR TANK LOCATION;MAINTAIN MINIMUM 5' SEPARATION FROM > L - - - - - - - - - - - - - - - - - - - - - - - - - - - SEPTIC LINES 40 Xlto o �i 1 (p A 037445 .tip OF t4 FROPOSEP FOUNPATION PLAN 2,0115 S.F. OR055 AREA; 1,581 S.F. HA517AE3LF- SFA(fr- SCALE: 1/4" = 1'-0" g. ��....,\\\, \\ `,\. .\..\\�:` .,o off.,...\.a>: .`_ a\ .•,,,,,,\� , ,.,\\\\ ,. ,,•,,,;,,\\,a, 73 \, \,\ \\ ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN 400 SERIES INSTALL AS PER MANU. SPEG.s. SEE PAGE G 003 FOR NAILING --- - - - - STRAPPING DETAILS. DOOR \\ a:\ :: ., ..\ .., wm Q \\ \ \\\ \ \,. \. \ \ ....". ...... .\ �.,\ \ �. \. \ \ \\ \i \�" ..\\.\a .a \\\.. \. \., _ ., \\.. \ \\\.\\,.\ � \.\.\, .,. \� \, \\\ .\\ �:a., \,: NEW PARTIAL .. ,. .. \vim \,..,�� \\ \\\�a\,,., \.\\\ o\ \:,. \: �\ \�, \\,. \ .,., .', .` \.:. �\\. `\�. \\, ,\\.. EXISTING TO BE DEMOLISHED :;' '„ \\ - W \.. ,;,_ ::��.� ::> NOTES i >":.�\��.�.� ,:�\��' .��\" (L.6. STL. TAG DESCRIPTION \. �` Q,. :<<\.. „',. �:. "��, �.�. EGRESS L WIDTH HEIGHT "\ \\\\ CLEAR WHENDAPPL GABLE) J RC�U �1 � IF WINDOW DIMENSION OPENING WINDOW EXISTING TO REMAIN b Olm TAG TYPE MODEL >, \,., \\. NOTE NEW FOUNDATION WALL WIDTH REQ'D• 20" NEW WOOD F Q RAME L 6 >\.\ ��. ;:�..•;..\\ HEIGHT REQ D•24 \\\. \ �\ STL WHEN APP IGAB ,. .•.\.,,.,.':., ...\ .:\.....,,.\ \.... : ..�\\ \.: WIDTH HE G T"�. hIl DTf=f t \ \ \ y \ �, � \. �. \, ,: OPEN REQ'D: 5.-f S.F. \\ \°: 2 \ ,, O ( ) ' wa':=:. .<\�\� \\\`p f af. �\�, i ,f 1_ a 1_ u _ n u -8" \\<e► \ \ A TW26310 \\\ ,, ,: 2 7 4 O NEW I HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL J OI DOUBLE 5WING IN 2 8 b \, , , DOUBLE-HUNG \ ,. .° \\ \ �� WOOD FRAME ® P05T FOR 4 -�� \�\�.,o \�� 1 II (L.G. STL. 11 f11WALL5 � \\\ \ WHEN APPLICABLE) MIN. 2 2 xb STRU 02 OVERHEAD ff q'-O" '1'-O" DOUBLE-HUNG \ :::\, : \\ \ 2-'1 4-O LIGABLE) ( ( ) GTURAL I- \ a. POST FOR b WALL ) U.O.N. .` .' � NEW 2-HR FIRE RATED O 1 II � 11 �„�\..'� \\\\ .. E��r- � (3) AWNING AX281 ,.'�� , ��:_�°'.�.,.8'. 2-'1 2-'7 03 OVERHEAD ff q-O -1-0 \\\ + \\\ WOOD FRAME (L.E STL. \�•\ ;\,� ': ';� \\ •'t " :'� � i r3 \0\ 1 u 1_ a WHEN APPLICABLE �- 1_ 11 _ II ,* _'��` �.:\: �� D DOUBLE-HUNG Tw2642 .:.�:: '8 \.�\\: •..4-4� "�, 04 OVERHEAD DOOR ff b b \\\\\\\ \ \\` , W\ ..., Z 2) - O \ a c` cv: '\ ( \;; # if �\ :\\\c.>ei t #'. "d'' 1 u 1 u t 11 I 11 \. '.\\: :of�` ,��.:I'\QC:$: \ :\ E TW2642 �,\� - � �;4 • 2-� 4-4 - FLOOR PLAN NOTES = 05 SINGLE r 2-8 \a \ \ DOUBLE-HUNG \ \\. \b-8 \ \. L �•:, :., i\q �\��9. ..,\�\ :. B E- UNG ,\`w. ^' [Hn, ii I_ 11 1_it 11 F DOU L H TN2452 .: 4: •Y DOOR NOTE: NEW LAUNDRY: WINDOW NOTE: Z Q O 1 II \. .. \. \ O6 DOUBLE SLIDERS -8 IN1 ::\- o ,: \\c I. INSTALL INTERIOR 5 "►[� awl \,;, O I TALL I TER OR DOORS WHEN GALLED OUT ON O 1. NEW WASH /DRY HOOK UP O I. ALL WINDOWS b DOORS SHALL BE ANDERSEN 400 kmi�11W \ 1 _ PLANS BY JELD WEN (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s SERIES (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. II 61_811 \ \ .`_:: „ ' G Tw2642 \\ 2-7 4-4 2.INSTALL EXTERIOR DOORS WHEN GALLED OUT ON w/SIZE OF EQUIP. FOR SUBSTITUTIONS 9 # " W O? DOUBLE 5WING-IN 3-O \ DOUBLE-HUNG SEE NOTE q IN GLA55 J PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. WINDOWS AND DOORS" ON PAGE 6-002 IF .' „ \O \\\\ O\,.. .\ \ J ,\.,,. „\ .\ \.\.,.\ \. \ \„ .\\\. \ ., \ \ l4^�\.. \,., 1 II 1 11 --]E .�.. .. \e....\ ,.\ ... \ �\\\ i' Fl. ..•\�\ ,\,,.\, ., \\\\.. .,\ \ \.,\ . \ . .�.. ., .\ �„. .\ `.,•:.;�•:`�� \\, � 3.DOOR TYPE TO SELECT CASEMENT - OO ,., .. \, \.. „,. \.,,,\. ��.,,,, ..\. ., ,\..\ .� �. �.` _ T WINDOWS ALL GSMNT WND 5.:.,..., . \\\, \�.. .\ .\\.. \\ \.. .,.. �. .. \\... \`\\:,,> .,\\� \\, - NG W2632 `�\\ >,�\>;` - W SHALL \.. \\\o\. ..,\ \.,\, o, \. \.. \\\\\ \ H DOUBLE HU T - \ 2 7 3 4 .,. ...,\...\,.,..... ..\,\\,\.,,,,\\ \a,,. .•,\\`....,: \,.:\,,,,. \\.. \ \.\ 4.INSTALL AS PER MANU SPEC.s "Am ,..\...\�`..\... ..\\.:\\...,,�,\\ ��..\\. .�\ \� �, \�, `\\ .\�,' \:��:` \, HAVE STRAIGHT ARM HINGE WHEN d' 2 UNG - ALL DEL. HUNG WNDWS TO BE 1 II `"`��\..: �:�:�:� ��;•..::� u<�\��\ i 1 11 1_ II 3.PROVIDE (2) 2"x8 HDR.,U.O.N. .IF DOUBLE H Z � (� s \; i DRYER EXHAUST NOTE: 8 DOUBLE SWING 2'-O" b-8 ,., •�\ `""• '` J DOUBLE-HUNG TW2032 ;, 2�� \\\\;,: 3�4' "�\��, 2-i 3 4 4.SEE PAGE G-oo3 FOR ALL OTHER FRAMING TILT WASH - 'e"� O ( s\ :.. I [� \ „•��,\„�\\,�\� I. DUCT SHALL TERMINATE TO EXTERIOR ELEMENTS AROUND DOORS (TYP FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3.ALL GLAZING WITHIN IB" OF FF TO BE TEMP 6L. � � Q I u 1 " \O`\,.. F�:` ;:; ': n :c�::. `,1' ycoy 3i•:,'.. ::�"1\�\ ;t 1 u 1 u \\\\�„, \,\ SEE PAGE 6 003 FOR FRAMING ELEMENTS AROUND Oq DOUBLE 5WING 2 O b 8 K DOUBLE-HUNG Tw210410 OPENINGS Z >- \`\\ \\\\ ?\\ ., \ 2-II 5-O 5.81 S.F. STAIR RAILING NOTE: 3.DUCT SIZE AS PER MANU. ( ) U.O.N. [� \ ;' \,.. WINDOWS TYP. FOR ALL O I. ALL STAIRS SHALL HAVE MAX.'1-3/4" RI Q .....\„>"� .� ,. .:, ,�� SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER -8 y, „\ ;,\\�\ \ \ W/ CENTER DUCT \\ ' MIN. 10" Tr RISERS SHALL BE CLOSED 10 SINGLE 2 b b �,\......\,.\`��..�_ �,:,• _ ' R i��; 1 II I 11 5. TRANSITION DUCTS SHALL NOT $E CONGEALED WITHIN � J N [� L CASEMENT GX14 \ 2 $ 4 2-'1 4 O -1.-1 S.F. MEETING 2. 42 HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO EGRESS NOTE: W W I II 1 II •>45\� \\ .,.5 \�� \a\.\• ••\•\.\ RAIL T�M A \ NOT TO ALLOW PASSAGE OF A 4" rA SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SY5 IN COMPLIANCE WITH NEW YORK STATE BUILDING°., I I SINGLE 2-b b-8 +. ;;;;, .;; .,- W/ CENTER 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL BE LIMITED TO 51NOLE LENOTH5 NOT TO CODE SECTION ; ', f ii.<c \ \\ `n=' 1 11 R310.2.1;THE FOLLOWING MEANS OF (3) �; 2 , ,� \ TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED b FEET AND SHALL BE LISTED AND LABELED E&RE55 SHALL BE FOLLOWED:M OXI45 \ �-8 \ 4\5 2-'1 4-4 8.6 S.F. MEETING 1 11a�\\ °s \\\�`' `` CASEMENT °:. \..�' \.., ',:.. Q 12 DOUBLE SWING 2'-O" b-8 .,. •\\\, a\ " \;, \.\ RAIL 3. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. rI J O b. ........... >., EXHAUST DUCTS L BE MIN OOIb' THK RI61D NET CLEAR OPENING 5.'7 S.F. s `\, f �� v�; u,, ,,° I II II SMOKE DETECTOR GO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NET CLEAR HEIGHT 24" MINIMUM W 13 DOUBLE 5WING 2-O b-8 • \. \ :\, N TW2636 \\ -8 ',: ;; i 2-"T 3-8 3 I• CONTRACTOR SHALL PROVIDE GORE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST NET CLEAR WIDTH................. 20" MINIMUM �[ � \\ \. \.- DOUBLE !N o` ,:, NOT BE CONNECTED WITH SHEET-METAL \\. \\�' SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL � HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWS ELECRTRIGAL PANEL: 14 FSINGLE 2-O b-8 ��' „\\ \ 2.INSTALL ALL AS PER MANU. SPEG.'s 'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER O NEW ELEGTRIGAL PANEL LOCATION;ALL U All-Ne ._:,;:;, 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATION TO THE WALL OR ROOF TERMINATION. THE INSTALLATION AS PER NY5 ELECTRICAL CODE W 15 SINGLE 2'-O" b'-8'I ,.:; ,> ' I IN COMPLIANCE WITH LOCAL CODE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F- FEET FOR EACH 45 BEND AND 5 FEET FOR EACH q0 PROVIDE NEW PROPANE FIREPLACE INSERT. V M. . o BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES O HOMEOWNER TO SELECT. CONNECT AS PER Ib -- •' NEW ATTIC ACCESS - PULL DOWN STAIR: NOT INCLUDE THE TRANSITION DUCT MANUFACTURER SPEC PROVIDE ALL NECESSARY MA TU 5; I"1 SINGLE O I. MIN. 3�0 # CAPACITY VENTING. [� \ 0 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. Q 22"x3019 O ELECTRICAL METER: 18 SINGLE 2-8 b-8 pl 2 3._ HR FIRE RATED 6 NEW ELEG. METER AS PER NY5 MECH. CODE, d IO NEW WOOD DECK: IPE OR TIMBERTEGH;H.O. TO SELECT FINISH; INSTALL AS [� 4.DBL. FRAMING WHEN NEW OPENING UTILITY CO. STANDARDS PER MANUF. SPECS \\ 5. INSTALL AS PER MANU. SPEG.'sg s Iq SINGLE [ 2'-8" 6'-8" \\ \` \ \\ " b.CONSULT H.O. FOR PRE015E LOCATION OF E55 \ ..., l . q ,\ \\ \. v''\\ \\\..,. \\\..,.. �eu .\.NTER C✓`+1 ` EG4ND c•sr'� ,,\.. :\\ \ w \.o>.; r`\o,:" ... ::::'ems..• �. 'W' ....a\\\,\\ .. "O'\`0... 20 SINGLE [ 2'-b" b'-8" I"I'-III NEW 21 SINGLE ON. 22 SINGLE 2'-b" - \.,.` \.:: [� ;, 23 DOUBLE 5WING [ 2'-8" 6'-8" .>,:\\ .,. ; :,. >.\\ :,,:':' ,ow.:.. I,,. . NEW NEh ON. MODIFIED ON' CM f u n j \\\\; p 24 SINGLE [ 2-b b-8 +:, „;'> SOUNDPROOF WOOD DECK o 6?5 S.F. O p F=- 25 SINGLE [ 2-b SINGLE 2'-Ou bl_811 \\\\\\ o 41 26 �. •\ \\ \.:.\ LINE ED 00 w C7 \, , COVE W ...\..,.,.,, P a AMEN I\..,. \.\\ ,,, „ \ . , „\,.. \,. -- - - - - - -. , . w >:,': 21 SINGLE if 3'-O" 6'-8" ,,: :,::\ - - LL O w wO O a 25 SINGLE [ 3'-O" bl_n❑ v> :.,I; :, IF O T 11 El ElcS z in O 0 a z o p -- ---------- � � � N0it a LL it w pp 0 18'-611 T D p U � � aFa- Om0 cu l0'-01. 4'-8"Ly 3'-3" O m Z c� W U LU K 7 K 4 � ~ gyp = ZUNO OILU) is 04 t- N ZUamN � �/y/y�/ Q ,:V.,i„ I_ II 1_ 11 I_ 11 1_ 11 1_ 11 1 11 • PROVIDE ,�' la Q ... O O b 10 T b 12 O I S 1 8 3-b SOUNDPROOFING ® u- O w D ) to NEW POT GEILIN6 OF 6ARA I to O W pap > 0 = o 0 H FILLER H H H WORKROOM /// t(1 f- w to Ow W W FAUCET Z N > O N 0 0 N u a uj W p Z p p NATURAL L I OHT ob �F 05 NEW p OPEN SHELVES WORKROOM 0 • • • • • • • VENTILATION - - NEW 252 S.F. BUILT-INS 8 0 �u NEW ( AREA 215 S.F. STORAGE NEW H4G WATER UNCONDITIONED SPACE . _ BEDROOM I-6 'r 4'-0" 4'-3" �K-3'-O" 7'_q" O I MUDROOM g SUPPLY; N 0 215 S.F. 95 REG. S.F. PROV. - - q0 S.F. , INSULATEp N INDUCTION O O I I REOUIREDAS w N LIGHT NEW DINING _ STOVE TOP W/ ~ Q,D I'1.2 S.F. 20.q S.F. ROOM ELECTRIC, OVEN ( I Yy/D Iq O O 3 VENT 12o S.F. O 10'-6" 41_pll - 13'-b" g • REQ'D 8.6 S.F. II.7 S.F. -2"� 56" HIGH 15LAND PROJECT: NEw - - I KITCHEN j E® j j .1.i,... 4 /f NEw BUILT-IN BENCH W/ 250 S.F. L WRJ L D.WJ 18 NE 2�XbQ DEMARCO I '-On 31_/II STORAGE UNDER - - V � D •(4 RI N It Oa I'-Sy2" • 3 10 O O ( I O ® '1.2 " u, U 23' O 11 (3 T cI 1(1 RENOVATION ....... V 4211 L( ny 11 IOII • O _ - I6H COUNTER I V 2 I� t� a p NEW NEW to f N GL. O 2'-0" CENTERED WITH rc a j 5'--�211 5'-�211 ! NEW FULL DORMERS cV - GL. cv LL HE16HT _ 11 _ 11 " PANTRY I ABOVE 0 2 b >k 21 b 2015 GABRIELLA COURT O8 y2 41_ II _ II =n = - MATTI TUCK, N.Y. 11952 10" 12 2-Oy2 13 I 3 I �' (L II - ;� E j oc F O � 5 0 m 0 I NEW FOYERI DRAWING TITLE: SM/GO 5- .� 5-O m ( Iq0 5.F. NEW ..r.,.... _ _ _ _ _ _ PROVIDE PROPOSED FIRST FLOOR PLAN GONDE 5ER5 NATURAL LIGHT & IS 14 Ew Z I GEILIN6 F 6AINO a d VENTILATION _ BATH p I WORKROOM NEW FLOOR Iq5 S.F. 7 r NEW GREAT I 2 � p D BEDROOM ROOM AREA RADIANT REUSED® m 400 S.F. OPEN TO 00 HEATOIN6 B NE O ABOVE pi NEW 2 GAR Q '' lay S.F. � REQ. 5.F. PROV. O B GARAGE PAGE: LIGHT 15.6 S.F. 20.q S.F. ' boo S.F. O Ak REQ'D -8" - 3'-O" VENT q I UNCONDITIONED SPACE p '1.8 S.F. II.7 S.F. I .k-3' - - REQ'D _.....__....... -.._......._.. ---. _.._._ - --- _..._._ I 1-1_. - -- A-501 rn - Q 0 ( 1--- P---- -- -- '! A-301 A-103000 NEK1I ' 3E (D�D 77 1 .. � K K 3-O„ 4-5„ OI DATE: 02/01/22 7 OF 17 z I NEW COVERED 4 31_Ipll PORCH IIT11�� 50 S.F. IO q--► I-8 23-O" J NEw J m R DN. Q� E 21_/111 1 O2 IIy �� -V O2 al 3'-10" 10' -4y2" 6'-q" sas 1b'-o" 36'-r' 13'-b° 25'-0° �T p374p5 �d¢ ru� OF NFROFOSF-� F I�7ST FI OOR PLAN50' FRONT 51-TBAGK I` J� 1`�J L I `� = 2,000 S.F. HA�I TAB G L� SP� E; 2,C115 S.F. C i�OSS Afi��A SCALE: 1/4" 1'-0" AA� " a 101111 M W ALL NEW WINDOWSDOWINDOWSDOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS, PER MANU. SPEC.'s. SEE PAGElie-005 FOR NAILING OENERAL STRAPPING DETAILS. ................. .............. ............................................ W-1\& W 7 NEW PARTIAL HEI5HT ppWNp0?q "",44, R EX15TIN5 TO BE DEMOL15HED LLJ 5W W V400D FRAME (L.O. 5TL. LLj NOTES EGRESS TAG DESCRIPTION m X, EO WHEN APPLICABLE) CLEAR EX15TIN0 TO REMAIN asm 54, PqINDOPq DIMEN51ON WIDTH HEIGHT UaH V41NDON 2\ TA DE OPENING a lmw� TYPE MO L NEPq PqOOD FRAME (L.O. NIDTH REOV: 20" NOTE NEW FOUNDATION WALL ggam-m g HEIGHT REOV:24" V611,11 _PW WIDTH HE hg�pp _\kqg OPEN RE V: 5.1 S.F. "2" J, 5TL. WHEN APPLICABLE) b Rlkll 11 W, 'N'R\ j',\,\.Q&;A 1\110 g 0 TH26510 '4 --1 4'-0 NEV4 I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL w s'N I i 2, 2' 01 1 IM, 11 1 1 � I m _j DOUBLE SWING-IN INNI'KKI, DOUBLE-HU WOOD FRAME (L.O. 5TL. POST FOR 4" k4ALLS, 1-0 (5) TN26>510 z` , 1: 1 27 41-0 WHEN APPLICABLE) (MIN. (2) :Vxg," STRUCTURAL I 1 1, '71-011 02 OVERHEAD DOUBLE-HUNG IF POST FOR W KALL5), U.O.N. A NEW 2-HR FIRE RATED 0 7 7 :2' Z (5) APqNINO X2,al PqOOD FRAME (L.5. STL. a. OVERHEAD -7 �gg g F7-0=5 WHEN APPLICABLE) M Eggg ,I, z 6" pp 0 IF OVERHEAD R m M LE-HUNr, TV42(542 04 RHEAD DOOR F L iiki �j 4'-4 -all _511 642 FLOOR PLAN NOTF-5 -OUBLE-HUNS IF_T;� XENON (2) 05 51NOLE V K % MR NEW DOOR NOTE: NEN LAUNDRY: PqINPOV4 NOTE: 5-oil F L 2,-5 51-4 illO DOUBLE SLIDERS F DOUBLE- TN2452 Fmaiu�, IF F �Dc U L (D I. INSTALL INTERIOR DOORS WHEN CALLED OUT ON I. NEW WASH /PRY HOOK UP 01. ALL P41NDON5 4 DOORS SHALL BE ANDERSEN 400 4'-4 PLANS BY 'JELr.>-WEN' (OR, EQUAL). 2.COORDINATE LAUND. ROOM DOOR PIM.'s SERIES (AS NOTED); INSTALL AS PER MANU. SPEC.-S. LLj TV42642 'agg,, 4 4 _all F O_ DOUBLE SWING-IN DOUBLE HUNG :2'--7 F 2.INSTALL EXTERIOR DOORS WHEN CALLED OUT ON H/51ZE OF EQUIP. FOR SUBSTITUTIONS,SEE NOTE #ct IN "GLASS PLANS BY 'THERMATRU' (OR EGUAL). 5.PROVIDE HOOK UPS AS REG'S PER MANU. kqlNr�,OHS AND DOORS" ON PA6E 6-002 IF W& tgomm, I w 6 mg 00 :2'-7 TYPE TO SELECT CASEMENT kqlNr;)OH5 - ALL CSMNT kqND),^6 SHALL > 5.DOOR -4"wtm DOUBLE- Tpq2(052 _R W i "Jim :5 .......... 18 - , " , , "', I I I J z z PGRAITIN A x0t! 4.INSTALL AS PER MANU SPEO.'s HAVE 5TRAIC7HT ARM HINGE WHEN 5.PROVIDE (2) 2"xg," HDR.,U.O.N. DRYER EXHAUST NOTE- 2.IF DOUBLE HUNC? - ALL DBL. HUNG k*4VHS To BE J DOUBLE-HUNG 052 Z-1 V-4 4.5EE PArvF_ 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR TILT WASH 0 DOUBLE SWING 2--0' C) 5.81 S.F. 4.SEE PAGE e-005 FOR FRAMING ELEMENTS AROUND z K DOUBLE- TPq2104IO Do 7 L STAIR 4 RAILING NOTE: WINDOWS (TYP. FOR,ALL) U.O.N. Z H Oct DOUBLE SkqlNC- 771 1 F , _J 5.DUCT SIZE AS PER MANU. N CENTER I. ALL STAIRS SHALL HAVE MAX. 1-5/4" RI 6 4.DUCT SHALL BE EQUIPPED wl A BACKDRAFT DAMPER CN U- -7.1 S.F. MEETING - RISERS 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN 10 SINGLE L CASEMENT OX14 2'--7 MIN. 10" Tr 15ER5 SHALL BE CLOSED Lu (b 2. 42" HIGH GUARDRAIL 6 SPINDLE 5PAOIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED To EORE55 NOTE: RAIL NOT To ALLOW PASSAGE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM IN COMPLIANCE WITH NEW YORK STATE BUILDING L0 Ix T-i A 59>11 HIGH HANDRAIL 4 SPINDLE 5PAOINO NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO CODE, SECTION P-310.2.1;THE FOLLOWING MEANS OF C) dul II SINGLE br",J\10 IMANAR K CENTER _4 v I ", "Al 5 Z-7 4'-4 5.6 S.F. MEETING To ALLOPq FA55AC7E OF A 4" 4) SPHERE EXCEED a FEET AND SHALL BE L15TED AND LABELED EORE55 SHALL BE FOLLONED: OX145 CASEMENT 'g _3 0 "W RAIL 5. ORIFFABLE RAIL AS PER CODE 12 DOUBLE 5V41NO IN ACCORDANCE WITH UL 2155A. F v 6.EXHAUST DUCTS SHALL BE MIN 0.016" TRK RIGID NET CLEAR OPENING........... 5.1 S.F. LL1 SMOKE DETECTOR 00 DETECTOR NOTES: METAL P4/SMOOTH INTERIOR SURFACES WITH JOINTS NET CLEAR HEIGHT............... 24" MINIMUM 21�011 2 DOUBLE-HUNG I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST NET CLEAR WIDTH................. 2011 MINIMUM TN2656 DOUBLE 5V41NO N SMOKE CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 14 61-511 HARD AIRED To EACH OTHER W BATTERY BACKUP. 5CRIEPS15 ELECTRICAL PANEL: SINGLE :2--0" �mm L) "7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 2.INSTALL ALL AS PER MANU. 5PEO.'s NEW ELECTRICAL PANEL LOCATION;ALL LL1 5. 5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATION TO THE WALL OR ROOF TERMINATION. THE INSTALLATION A5 PER NYS ELEGTRIGAL GORE 15 51NOLE :21-0" IN COMPLIANCE WITH LOCAL COVE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45* BEND AND 5 FEET FOR EACH 0100 PROVIDE NEW PROPANE FIREPLACE INSERT. BEND. THE MAX. LENGTH OF THE EXHAUST MOT DOES HOMEOWNER TO SELECT. CONNECT AS PER `A "i"ni-v11m 1- MANUFACTURER SPECS;PROVIDE ALL NECESSARY NEW A7710 ACCESS - FULL DOWN STAIR: NOT INCLUDE THE TRANSITION DUCT. IN I. MIN. 550 # CAPAC17Y VENTING.1'7 SINGLE Is 2.51ZE TO FIT MEOH. EQUIP. THROUGH OPENING (MIN. 22"X50") ELECTRICAL METER: NEW WOOD DECK: OR TIMBERTECH;H.O. TO SELECT FINISH; INSTALL AS 5.- HR FIRE RATED NEW ELEO. METER AS PER NY5 MEOH. CODE, 4 IFE 15 SINGLE 4.DBL. FRAMING WHEN NEW OPENING UTILITY CO. STANDARDS PER MANUF. SPE05 Iq SINGLE 6OR PRECISE LOCATION OF ACCESS .. CONSULT H.O.H.0 m 5E�CON M111 20 51NOLE 21 51NOLE 2 I-Ol. 2:2 SINGLE :2'-&" DOUBLE V k, :25 E SWING 24 51NOLE • '4um A", SOUNDPROOF Am 0) F_ _j wiq\ k 25 51NOLE 00 26 \w 51NOLE < Lu �_5`1�1&6 It �_ 0 0 L) %2 LL Lu wk 0 it UJ > u- 0 M z 0 ul 2-1 SINGLE 0 0 m uj 0 ELM P: 0 1— 0. 28 SINGLE :25'-0" M Z u 0 P .2- z x M (n 0 0 -4" M77--4'-4" 0 _j 2 Z LLJ ul 0 U, LL dc 40 LL Q can NrzPq N LL N BEDROOM LLJ Lu > LLJ Lu Lu Lu(n D 0 a N6q z n no PROVIDE ui ' WO200 COVERED BALCONY I NATURAL LIGHT 4 (O�S.F. 5OUNI:)PROOMN67 ® U. M SHARED INALLS, OF VENTILATION 0 0 HABITABLE SPACE--\ U 0 0 0 0 0 CATHEDRA ABOVE OARAC7E 4 FLOOR ABOVE HALLWAY/FOYER AREA 1110 S.F. 4QX&A 10 1 0 NATURAL LIOHT $ NEW MASTER Q\ % REO. S.F. PROV. N VENTILATION BATHROOM LIc+IT C14 15.2 S.F. 515 S.F. REG r, .m FLOOR 220 S.F. RAIN 6 WALL 120 S.F. 161-611 Lu C141 AREA 5HONER HEAD- RADIANT VENTS.F. COD NEW MASTER FLOOR REGID 50.0 5.F. % REQ. S.F. PROV. BEDROOM HEATING ON LIGHT 220 S.F. TVTO T 111.6 S.F. 2b."I S.F. 21 BIDET/TOIL. COMBO. L VENT 5.6 S.F. :2:2.5 S.F. a J" H 4 NEW in DEMARCO DN. Alm NEWNEW NEW cL. O(D Q HALLWAY RENOVATION SITTING ROOM 11777' ... 1--:5 7-�z 7777 IR j 255 51-611 10.1 210. Oil d) 41-cIll- 4'- _f (01-1 11 VAULTED 2015 GABRIELLA COURT A50\/E 5M/c1O 5mlro NEN 5M/c1O Q �A60ROMt- S.F. MATTITUCK, N.Y. 11952 7 .7771 i-L 0�) v v 23 d2'-I0J/:2" F FLOOR DRAWING TITLE: HEATINO 5-10 %7 NEN LIVING PROPOSED SECOND FLOOR PLAN ROOM 455 S.F. • NEW VlAILK-IN NEW 5'49" WALL C,L. u STORAGE CL. HEIGHT OPEN TO 40 S.F. NEW LAUNDRY BELOW 141-01- CLOSET 24 S.F. 42" HIGH HALL Ir PAGE: .................. ... .............-........... ....... .... ............... ........ ........... ......... -------- -----------------------............ ---- --------- ............................... ........... ............. ................. ............ ....... ........ ...... ............................ -j A A ------ A-104000 U L - - - LI�LL� DATE: 02/01/22 8 OF 17 NEW CHIMNEY�_ .. .......... ............. u c 1-0 77= L I--4V:2 I_cf 7r f7T7- _101 \Up :20'-:2" AA� 037405 FROPOSEED SECOND FLOOR PLAN OF t4 F OVERHEAD 1-:2 2/025 S.F. HAE31TAE3LE SFAC.E; 2,1-75 S.F. 5ROSS AREA 50ALE: 1/4" = P-011 L (L ELEVATION NOTE5 Q NEW 5/4"x2" 'AZEK' (OR EO.) IT<11M: W OI PROVIDE AT ALL WINDOWS/DOORS (TYPJ W PROVIDE AT ALL BUILDING CORNERS B UNDER 5OFFIT5 J O2 NEW WOOD FRAME STAIR O NEW DRYER VENT: J SEE NOTE ® PLAN J_ H O4 reserved a GABLE RAILING: I _ O I. 42" HI5H GUARDRAIL 8 5PINDLE SPACING 0 NOT TO ALLOW PA55AOE OF A 4" cp SPHERE; / — — 2. 6RIPPABLE RAIL AS PER CODE ONEW METAL (ALUMINUM) ROOFING; H.O. TO 5ELEGT FINISH; 5EE ROOFING NOTE AT SECTION W J O NEW CLAPBOARD 51DINO; H.O. TO 5ELEGT FIN15H j _ / j d)'a EXP05URE 51ZE; 5EE WALL NOTE AT SECTION O NEW BOARD $ BATTEN SIDING; H.O. TO 5ELEGT Oa FINISH 8 EXPOSURE SIZE; SEE P:OOFINO NOTE AT O SECTION z .......... _......._....._........... ............._.......... - _......._._...... ..._. -- - - — - - - Lo o = w a � U w o0 oa _ __....... 00 F-1 E:1 El F-1 a c -1 a E:] :4 a o oo a o o o F-1 E:1 F-1 F7 D F-1 F-1 El 2 1=1 E:1 Elo 000 � EAST ELEVATION (FRONT) 5GALE: 1/4" = 1'-0" � o o m 2 M O Q v m w Lu � U. 00 uj 0 YQ � f. U U) m UOWjEr r O Q O m O ~ = H � I_ aQ Z m O Z O U m 2 ~ a � w N m F- Q � m0 00 m Z O W O V j LJL .iIN Z N w f- cn z acnrQ m � = V m 0 0 rL O : OUtn w N m O w m w w z N > -J 2 0 cc mm LLIxQLLQQ L) • • • • • • • N - N W ei PROJECT: - DEMARCO RENOVATION -- 2015 GABRIELLA COURT O 0 F MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 3 2 I A-401 I I PAGE: -----------............. .._..._......_..... _._...__.. — A-20loOO D......" DATE: 2/01/22 9 OF 17 p fibp �j► NORTH ELEVATION ( I O HT 51 DE) 5GALE: 1/4" = P-O" q�, �3740`' y04 F'OF N��.. _ 1 0- ELEVATION NOTE5 0 NEW 5/4"x2" 'AZEK' (OR EQ.) TRIM: Lu (�I PROVIDE AT ALL WINDOW5/DOORS (TYP) PROVIDE AT ALL BUILDING CORNERS B UNDER 5OFFIT5 J a O2 NEW WOOD FRAME STAIR O NEW DRYER VENT: O ' SEE NOTE ® PLAN J J_ # F- O4 reserved _ _ 0.. OGABLE RAILING: E I. 42" HIGH GUARDRAIL d SPINDLE 5PACING Z NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; 2. GRIPPABLE RAIL AS PER GORE: / — -- — -- — Z ONEW METAL (ALUMINUM) ROOFIN5; H.O. TO SELECT b FINISH; 5EE ROOFING NOTE AT SECTION W .y ,..� NEW CLAPBOARD SIDING; H.O. "_O 5ELEGT FINISH - _ 00 0 EXPOSURE 51ZE; 5EE WALL NOTE AT SECTION T— > d' O —_...L....._......_.. _ NEW BOARD 4 BATTEN SIDING; H.O. TO SELECT 0 [�8 FINISH $ EXPOSURE 51ZE; SEE ROOFING NOTE AT -----..._ - ----._...._._. __ ___. ___-- — —_--- SECTION _ _—_ - �....-- IL=LjI L J- [E 5 Lu Lu (D r- = LO T e-I � O 8 -- - - w c U Lu ___ ---- O O Ets' 2 NEST ELEVATION (REAR) 50ALE: 1/4" = I'-O" 4 � o O 2 M O Q v m w 60 2 C7 U Q W H m 2 w N 0 N O 2 La W 0 W w 0 � w a Q O 0 Z 2 Z O�J H � N V O w m S ~ Q 0 W Ln m F Q F- . 0 00 mZC3W0V 1 0 � � Z_ EN W — z vwiN m0w � ww - W w D O 2 m m tL m Q LL Q Q V • • • • • • • N N ® Q0 O PROJECT: DEMARCO Oj OL RENOVATION 2015 GABRIELLA COURT 2 A-401 MATTITUCK, N.Y. 11952 I DRAWING TITLE: I PROPOSED EXTERIOR ELEVATIONS I I I I I I I I I PAGE: I I A-202mOO I I III li i DATE: 02/01/22 10 OF 17 tL n III III SOUTH ELEVA710N (LEFT SIDE) �$ Ls ° 50ALE: 1/4" = 1'-0" tp,.� 3�.; �37406 p� �Of N�� 1 LL L EXISTING 4 PROP05ED RIDGE HEIGHT a ---------------------------------- ELEV. +30.0' W 12 W -J : I EXI5TIN6 t PROPOSED RIDGE HEIGHT 13 Q ELEV. +26.4' _—_—_—_—_—_------ 12 12 0 13 NEW AIR J PROPOSED RIDGE HEI6HT—/ 12 I HANDLER FOR ENVELOPE;BATT INSULATION b EXTERNAL THERMAL J ELEV. +25.5' b SECOND FLOOR NEW ERV 6--002 FOR REQUI�REM NTART 6E 2 2 NEW d EXIST. ATTIC, ATTIC Z 2 O 2 H 12 _......................_ Z a o 10 o J 00 r o o Z (D ELEV.1N12.q SECOND NEN FLOOR NEW' MASTER NEW Z �' 4EXISTING SECOND FLOOR 517luo ROO CLOSET =El LIVING ROOM�— ELEV. +11.4' a z Tq---- /---------- J N V- W (D 5 PROVIDE UM BOARD X 0 J O 3 WALLS AND CEILIN65 Q 0. AO►- W ,. N 0 F_ U NEW = J GREAT ROOM U J EX15T. FIRST FLOOR—_—`\ NEW NEW NEW KITCHEN NEN EXIST. FIRST FLOOR ELEV. +2S BEDROOM BATHROOM BEYOND FOYER ,� ELEV. +2.5' a NEW BASELINE _ 5 GARAGE BASELINE ELEV. +O.O' ----------- --------- .,. ELEV. +0.0' o f EXIST. NEW BASEMENT BASEMENT NEW BASEMENT FLOOR BASEMENT f O ------------ m H M ELEV. --I.-1' NEW UNDERPINNED P. O Q v GONG. FT6. BENEATH m ui EXI5TIN6. FT6. Q Q w m LL.= it T-i w (D OCU QSEOTION I -VA-501 O (L < — m2 UM I'-O OpNNSCALE: 1/4" x pw zmu- CM 02 OWOmN zw Of- z00 BUILDING SECTION NOTES O ~ W. O 0 1. INSTALLI N N ARCHITECTURAL 30 YR. ASPHALT Q m XF Q m O 5HNGLES 2. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND A — — Ow O p � a w o O i � .�Ia� Z � NuW VALLEYS 3. INSTALL 15 # BUILDING FELT N.G.N.) OVER _ u- = Q m O O n F- J �S p C� to N Q V Q Q 4. 1/2" GDX PLYWOOD SHEATHING I,BLOGK ALL p w a p w p p SEAMS) ~ _w >m mgmmom — Q W w p Z in p 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) — �" w b. PROVIDE RIDGE VENT (AS REQ''D) ell I. FLASH ALL VALLEYS - — O B.INSTALL DRIP EDGE AS REQ'D 11— ®- - q. INSTALL ALL A5 PER MANU. SPEC,.'s OTYPICAL ROOF 4 CEILING CONSTRUCTION: — • NEW ROOFING A5 NOTED 12�— — VAULTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL —12- CEILING P YWD SEAMS) 5 5 Q • R.R.,G.J., 8 G.T. A5 NOTED ON PLANS (® SPANS \ PROJECT: OVER V IN5TALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) --- • MIN. OF R-49 SPRAY FOAM INSULATION DEMAR/ C TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: � / \ \\ � •�--•�------� O g • UPON "TYVEK" HOUSE WRAP (OR EQUAL) / \• UPON 1/2" COX PLYWD. SHEATHING (BLOCKING ALL PLYW RENOVATION D SEAMS) dJ \ \ • 2"xb" 5TUD5 ® Ib" O.G. w/DBL. TOP PLATE '/ ° \ \ — ° • MIN. R-14 SPRAY FOAM INSULATION l V R-II BATT INSULATION • 5/8" 6YP5UM BD. WALL FINISH l`EW NEW 51DIN6 NOTE (TYP.): I NEW COVERED NEW 2015 GABRIELLA COURT 4 I. INSTALL SIDING A5 GALLED OU7' HALLWAY BALCONY SITTING ROOM ON ELEVATIONS 12 2 MATTITUCK, N.Y. 11952 2. TYVEK HOUSE WRAP (OR EQUAL) 4 3. INSTALL ALL AS PER MANU. 5PEC.'s DRAWING TITLE: 4. PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION PROP. SOFFIT _ _PROP. SOFFIT 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION ELEV. +q.q' ELEV. +cIA' WALL 3 a EXTERNAL TFNERMAL s BUILDING SECTIONS O FLOOR CONSTRUCTION: ENVELOPE;13ATT INSULATION + 2" FOAM;5EE CHART PAGE 1. INSTALL J" SUB-FLOOR GLUED AND SCREWED TO i G-002 FOR REQUIREMENT O F.J. -cv 4 6 rr 2. 1N5TALL F.J. AS PER PLAN 4 3. PROVIDE R-50 INSULATION 4. 5PAN5 OVER 8' 1NSTALL "X" BRIDGING ® CENTER OF SPAN PAGE: NEN COVERED NEW NEW NEN COVERED NEW NEW EW -- MUDROOM FOYER —_ BEDROOM L. BEDROOM A-301m00 PROP. REAR DECK DECK PORCH PROP. FRONT PORCH ELEV. +2.3 ELEV. +2 i- 5 BASELINE ' m BASELINE 5 ELEV. +0.0' , ELEV. +O.O' DATE: 02/01/22 1 OF 17 a p` GRADE ® REAR OF HOME ;'_ : O ELEV. -1.3' ' c NEW BASEMENT SA5EMENT FLOOR ------ ELEV. -6.3 NEW BASEMENT SECTION 2-2/A-501 Azi� �T o3i a oQ'` . 5 SCALE: 1/4 = I -O SEOTI ON 5-5/A-501 SCALE: 114" = I'-O" '12DA7�� SITE PLAN HATCH KEY: i,--_- - PROP05ED BUILDING ADDITION �'i Q N38°31'5c7"►„i - - - - - _ 150.62' -_ >l -- a� =,, . �.-� 0 - - 1 PROPOSED ACCESSORY STRUCTURE . : T A � ' W EL=40 ) I v " ; %%*-A.." I ' ', u � � :: . , W �EL=4 I O (- I PROPOSED 2ND STORYRi;D�- - u � u ".I I�`;: All .iJ ��, ~� J q. " PLUM . . 5---? ALL.PLUMBING WASTE Y zz,F� 1 b_m _.. &WATER LINES NEED ,, " �'? Pb.. TESTING BEFOt',E COVERING r �w-,_, _ J fLc._ _-.., _......... ( - 76-5-1&"2 8'a'e"t I � ° - - _ _. AT10N I e��Lc,,..,,:,. '�- - -- -- - -- -- ------------- ------_-=_----- --- -- --- -------------- i 1FiC -, - L, --- - - - - -- --- -- -- --------- >-n , > - �,? COw1 ENT BEFORE 1. I-GL,:,:,,.,: _ F �,r. 'FEE'., �'; , _ C�-QQ I .QQ ! PROJECT LOCATION �c SCOPE z ;', 1C;F'17E Of'OCCUPANCY �'' „ _ �,,_ -, li!' RNO� TI ON �4DD I TI ONS TOX I STI NC 2 STOi�Y 51 NC L SITE PLAN & ZONING DATA = 2. F;0`,1C-r i r'E DER USED liv' V".!�!TER . I ^:r'c�l" ,�. t , c .,;:rt:rMILY i? SIDNG I z I f A ° SYSTEM C,a , - - �! N' �----------- - - ------------ ------- ------ ------------ ------- c h`"SOT-- �I�,�,!- --- -- - I Q ,' , ,- ., 110 OF 1% LEAD. �,� �' ,I I r',\. 2 .00 pLI//' ,)N,"s--"`', `,il-"�I':'r`'�. ��= �� ,,. �' I C�-®® GENERAL NOTES J I YORIIK STP,T�. N ; _ i ENERGY TABLE .J ap EXISTING �EvICxN ��l' CONS, l l; I`e :I�ip")a �7" __ - "I.,_- _.�,_. -- ---'-- __-1 _. I �._.__.,._,__.__. _,_ .,_.. ___.. _.�._ I STRUCTURAL DESIGN CHARTS z li O FROJEGT / ZONINO DATA ' ZBA5KETBAL I _ _,_,__�_.,_,_.___�___ --- - - - -- --- J r•I rI - TAX MAP # „__---___-.___-,_�--_-,_'_---- --I 1000-108-4-7.53 } -- -- ----- - - -- ------------ -- ----.. .---- GOURT ,;, ;-•I- ,� ,\ti.i -0(��•00 HOLDOWN, ANCHOR BOLT, z `: 4 - - - - I - cr%-?Li `,' WI-i H ALL C.. �S 0'= - _ ; STRAPPING, & NAILING DETAILSQ z � ZONING DISTRICT AG NON-CONFORMING i w N tj,7 V YC , STATE & TOWN CODES I FA ITIONS OF - LOT AREA FASTENING SCHEDULE -- ---- - - F. ' i-iL.OUItED A O.g ACRES -- -- --- -- -- -- W Cfl -- - - - --- - j 0-004.00 I FRAMING GRAPHICS o J O S - , �r r� DWELLING GofO #z-25188; 8/5/Igg7 BEAM CONNECTION PATTERNS f:'�rtllcd,r�P!^ccd a • ; �, ARD POOL GofO #Z-31421; 0l/31/06 FIREBLOCKING DETAILS W t ~wird '� I C® f "'"` SOUTH d) - OLD TOWN TRUSTEES - - - - w AGGE55. SHED ELECTRIC GofO #Z-31327. 12/08/05 --- - -- - -- ---------- - �-- - �'-- °- R k"f rl- --{' - - I �, , Rlo-a --- 6�o2/o-t/a7; � A- 10 ! .00 PROPOSED DEMOLITION PLANS U G'1 till.-T�mii C d- SUFFOLK COUNTY HD APPROVAL W 4 BEDROOMS I- ---- - --I I i EXISTING - _._w _,._,.._�LL ! I I _ V I U ';11, J WELL L-\ � ;! ,-_ _-�___,_.-__, „ '� 11 HABITABLE SPACE -- _._.,,__,_.._,______. PROPOSED ------ - -- . --------------- ------, r,• _�r. --^r^�.ram. . EXISTING � - - - _r I --;w -;;rl,* pr A 0 0 0 --- ---- -- - j ,iS - I PROPOSED FOUNDATION PLAN Q- :':.3.; ' EXISTING SHED; qqil/ - - : °'' g ("° FIRST FLOOR AREA q44 S.F. 2,000 S.F. .L.,,4�_ \1?v S.F. _ ' r Ir; r P 2,025 S.F. I a -a 53.«. "► �•�+ l- I,.,,, Ia.l,,. , ._r °, I ',. ( SECOND FLOOR AREA 841 S.F. II r \, a rt , rk 4 *✓yti �3!-ii �, I c 1 .n' I., i t R r} CX �' s.. ! '. ,-,' I - ,' : �- TOT BEDROOM COUNT I 4 is - - - -'- - - ------------1.- - ---------------------- ------ - �, AL DR OM OU 5 A- I Q� QQ 1 PROPOSED FIRST FLOOR PLAN 1 < ° quf�`. #s k•..z ( ! RELOCATED SOLAR n--- --, , -.._... _- - - - - ', - i PANELS; EXACT ; LOT G©VERASE EXISTING�--, L ( LOCATION FROM -_-. -,_-__-_---_ - # in i�r °,'rii�: ,�irF HOUSE TBD IN F E D - - I t W/ SOLAR I L it DESCRIPTION (FOOTPRINT) I AREA % LOT li i: II -----1 ------ ------ -----------------------------------] Pool T�"; i; '`1 ---- GovERAGE II ! PROPOSED I GROUND F J ` ;,4 - �, - 0-4'00 SECOND FLOOR PLAN --,,.. r.,,r, I0 C.:,,r �� .;o CONTRACTOR. ; - - i OF TfkE T(i `�i� CGLE. - = - - - - - II TOTAL LOT AREA 40,006.0 S.F. I ; I - , �, 4,.:,�!p .., -10%rA - III - - ' - - - - -_- i ll t Pro A,s,+ .4 0 EXISTING DWELLING i7 4I� ° "'" �'�'"_"" I USS ESE ,C,�tI 3t INta i� t1U1REf>A I -- - - -- - - ---- ---- ---_-- -- ------ ------- - - -. .. - --- ------- --- - - - ----------- ------ 2 3 l I I EXISTING INGROUNID POOL 641.0 S.F. 0 1.690 - _ II - I A-201 .00 PROPOSED EXTERIOR ELEVATIONS E..�!r- I - I� �, � 7b , EXISTING AGCE55ORY SHED NYS ._z,w b , -- EXIST. FENCE TO I [- - (5-O MIN.) � -- - qq.0 S.F. 0.2� = I I i �� I . II BE REDUCED IN I I PROPOSED DWELLING ADDITIONS I,cmo 5.F. 4.cf - LENGTH TO MEET - - DECK OF NEW 705.0 S.F. -- -- - - - -- ---- EDOE PROPOSED WOOD DECK - --- ------- r ATTACHED TO DWELLING 1.5% 1 A-2OL .00 I �o PROPOSED EXTERIOR hLEVATIONS __ - l i ' TOTAL AREA OF ALL STRUCTURES 4560.0 S.F. I IO.q% - t PROPOSED _ DECK TO �3E C� WOOD DECK �I -- -i REMOVED ! MAXI I DWELLING _. 32.0 _ _,- . _ - NEW PAVED DRIv3=WA MUM �T COVERAGE ALLOWED - 203� - /� a�Qi ° Q - - PROPOSED BUILDING SECTIONS -- ATTACHED TO I' - �-- - � Y �5.0 S.F. ', 2.-1go I--t-�-- --k �, ' I I' - - - -1--- I ' I ; I i I �' I I I i I 1 � BILGO EN7RANGE TO - - PROPOSED 2 t� I I I BE REMC�`!ED I I j 5T'ORY '- �\ I I i - --- - __. __�.,..--___,.._._._._,-_,_,._____--_,_,,,,,-- ADD'TI ON 17.1' REG2UlREi� SETBACKS - MAIN BUILDING - I d -- - - --- - - - --- 2q.5' - r-,_. _---'---------------'- - "--- ,,,._------ ----.___._--._,,.,,,_____„_--_ �___ _.._ ------ - - - -- - ... - --- 00 18•� DESIGN DETAILS I 56.1 15.5 , REQUIRED I EXIST. I PROPOSED COMPLIES i i � I I II ii 50.0 54.1' z � I . , i w- - FRONT YARD I - 50.2 YES - j P - -- ---- -- ---'-------- ---- - - woRKs oP w/ ��0. .00 - - -- - - - - .., w -- - --1 -- - iv EXISTING 2 STORY r- YES DESIGN DETAILS ?Id d) ATTACHED GARAGE ,i� SIDE YARD 20.0 46.5 28.5 (r`I i -- - Z, DWELLING; EXIS FENCE BOTH SIDE YARDS 40.0' 114.5' 55.0' YES - -- - -- i. --- EXIST. FENCE TO BE m FF = 2.5' (V HABITAABOV�PAGE �JJ I REDUCED TO MEET NEW S DBH 7 () I I 'i -_ _ -_ , � � ; � 1 RELOCATED Ti- NEW 11 REAR YARD 60.0 163.2 161.5 it __ u i j EDGE OF HOUSE REMOVED 8 ' YES r I I i - 18.0' m I PROVIDE 5Eo N. - 5- 101 .00 -- ---- PROPOSED STRUCTURAL PLANS ---- --- -1 o ..\ , - - „ ---r.. -. >_ 1I - -- - - r, I GATE ENTRANCE I p i I : -- -- I PROJECT: ----------' I [ ,'1-1�'I I 7' c� u NT J - - -- - -------- - -- --- - - -- - ----_ - I _ �a - - - --- --- -_ PROPOSED 2 ; �J 102.00 PROPOSED STRUCTURAL PLANS ®EMARC® RENO!!A�'I®iV STORY ' 2:3.q' - -- ADDTI ON I PROPOSED � I I EXIST. GRAVEL I I I i ' I (10 MIN.) PORCH I----------- - - -- -- ---- - -------- � ---------------- --- -- ---- - - - ------------I COVERED DRIVEWAY TO BErj- 1 Q� QQ I PROPOSED STRUCTURAL PLANS 2015 GABRI EXTENDED TO MEET ELLA COURT -- NEW EDGE OF GARAGE; MATTITUCK N.Y. 11952 NEW BURIED �/p��$� - j � I N ENTIRE DRIVEWAY TO I � 5000. PROPAN llv, --- EXIST. SEPTIC TANK $ :� I I O BE NEW PAVEMENT. 1 TANK LEACHING POOL TO u� in is I REMAIN ------ ' - - -- --- ----- - - - -- I - - - - - -- - - - --- --- - , �:. .11'^`,a ^^,.::�,.,', ---------------- ° ° .\ DWV DRAWING TITLE: � ' rill ' ;:;. xp ",: - I 0 I .00 WATER SUPPLY RISER -- - -- --- -- = ., - -- -- _ ;,?'. <: `'' � ii, a"` l a a,. .• " , "... x: GAS R SER , ,,.« , „ . $.. ' . ,ill : ION & SCOPE ROJECT LOCATION ,..,,.,,,\.. a, a \• l!1 :', 6 > ., "a fn w::�„,,:,, ,,.,.-w , � SITE.` , ' ' \ ,, ., lll E PLAN & Z° ,,, "`. ,\ , <' ZONING DATA EXIST. --- - - _ -- ------- - -- - :\ u, i' ': - ` .. \ , ,,. z .. ,v., °,,,,,.. , < Q• �,. if ,:,. 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A. 1*11 ;� e::. .,,:' :"' \, \. fix. .\' '.,' `40 «:.ntF 'ate",>,' , .Rr SITE LAYOUT NOTES. � ' `, ,' ,: � ", a ., , . , ,\. ` a ;\. :.< s \'' m. c ` .: m.�:. I. THIS IS AN AR CHITECTS IT •��" �� 11 F 8 6�s .\ ° \, „ .*' r'i� \, i"l\,., k a ' SUBJECT TO VERIFICATION BY A ICE ' a11 , LICENSED "' \' i 4 8a ,•�3'�B` T.. 4 SURVEYOR. I THE NFORM T N �� >_� \, D✓ „ ->ex. M^ t'-C �' REPRESENTED ON THI T \ .„ , �. „ " : � . >{ „� .4 5 SITE PLAN 15 TO THE ,.* ,,a ,«, . , . zk_ „\, .\> , 3 " m x.o; <z ..F:. ,.) Yvi. v `, , . . _ F ARCHITECTS ES \,.a,,,... „ , ::, e. d �.BEST OF KNOWLEDGE. r ,,�, 4 \:. �;.�,F,: Y i�l. \, a,.„ , y r a. y ,n „ , „ �. , , , .... , ..S r.... .ate. ..,. ,., ^' iii .\ ~ak\ . ;_>,.,. .� < \., SURVEY INFORMATION 10 „ „ ' :.�, .� 2. VE ORMATION WAS OBTAINED "„a.. .: `_., ,,, ,. _ % , ,:, i \\ a „ �: } , , FROM A SURVEY DATED DEGEMBER 4 Iggb \, --. \. \ +, , me z, „ ":::. „ w' `,,,,, �: AND PREPARED BY \ ., ,'.,<,,:, °: a, g r - y,i i.. .,..' , \11 "' ",:r v ':` \ \: (. °: .., \ L �.: -� .:,' a„-, .. \, , 3,.\ <, , ::\ c c. Ta e n, 1 EGO I ::..\ a>. P N G SURVEYORS P.C. >:,�< �' . N.Y. STATE AND \�ATE L SURVEYOR O ,.., a, , F l� y „ a T LIG 04g618 � ` 'll P.O. BOX CIOCI OF SOU TRAVELER STREET LOG TION MAF- SOUTHOLD, NY IIg71 (651) 765-5020 SCALE: NTS - - --- ----- - --- - - ---- -- -- ---=__-_----_-_ -_ _ -_ ___ -_-_--_-_--_____._ _-__-_ _---_-___=_ --_- _--, I - NOTES � SPEC I f I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONGR.ETE, AND MASONRY A55RE Y (AT I O I VS a UMBER SHALL BE DOU6LA5 FIR LARCH #2 d BETTER (Fb = 675) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT _-__ __-___,___,______ _ -_-__ ___ -______________-__-_-_-_ ____--_ ____-____ ____ _,__ ._ -__ _ ___ _____-_ _ ____- _ I. ALL L Q IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED i - ---------------- -- --- OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE I BD. -- BOARD I,K JLKIPB (1000 LB5) T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER To ASSURE THAT THE CONDITIONS OF -- -- - -_-- -_ - - ._ -_ - - __ - -___-- _-- _ - _ ----_ __- IONS AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK SCRATCH GOAT MAINTAIN ---- -- SPEGIFIGATIn -- - ---- -- I E S ABOVE 5 H T N R HE FIRST AND SECOND F r W ' 2. ALL LUMBER IN CRAWL SPACES TO B I AG NCY THAT A PRODUCT OF, PROCEDURE EQUIVALENT OR APPROVED T FLOORS ARE TAKEN INTO ACCOUNT. - - - - -I!! BASE FLOOD ELEVATION MANU SPEC.s MANUFACTURER'S BPEGIFIGATIONS 6" MIN. FOUNDATION EXPOSURE. BFE BLDG. I -_ P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS DOCUMENT DUKE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL - - -- - BUILDING I�MAX. 11 MAXIMUM GENERAL 3. SILLS TO 8E --- -J== -----__ -_ _- --- - I- _- - _I_---.: - __- ---- - - -__- I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE l PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (U 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. I BM BEAM - _- -- J MECH. _ MECHANICAL Q APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXISTING STRUCTURE. COUNGIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS B 0 __-__ --.____-_____- _________-_-___ ____ _-_ __- ____ - __-_ . 2. ALL GONSTRtUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. I BOTTOM OF - - -_ --JLMIN.-- -_ - -- -- -- --- - -- -I 4. FOOTINOS To j.MINIMUM 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS 8Y TEGO OR APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED REST A MIN. OF 4'-O' BELOW GRADE, UNLESS I - O -ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - -- -- -- - - ---- --- -- 1 N ON: AL SOLID-SAWN LUMBER 6 UED AMINATED TIMBER --- -------- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IRE TIFIGATI L L L BOTTOM NAVD66 NORTH AMERIGAN VERTICAL DATUM OF Ig88 'J ' PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. SOT. . - - _ - _ _ -_ --__ _,__ __-_ _-- -_ -_ ____ >_-__ =J.__ _ __ _________________________-__ -__ _ _ _ J i 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL --_- - - - - 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL 11 NYC BG l NEW YORK CITY BUILDING CODE w FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS --_ ___-__, -----____-=- _ ____-__,__-,__-___-_________-___-_„_-_,__==_IL=_ ___ _1 _____ ___ _____ _ __-_- ____ RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. ` CEILING JOI5T O G. ION CENTER II O AND AUTHORITIES HAVING JURISDICTION. s2 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPON51BILITY ' - -__ I - -- _-------_- ---- -_- -I =J:-_-- d 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, D - DOUBLE - - - _ _--_-- _ _ OF THE OWNER/BUILDER U.O.N. I I INGLLUDING END OINTED AND EDGE-GLUED LUMER: ALL HOOD MEMBERS USED FOR B R, 51HALLNO UBEIDENTIFIED �' FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. L_ -_--_ ----- I UB - --- - -- -- - II OGG_- - �I,OCCUPANCY I� -1. ALL BEAMS GIRDERS ETC. TO HAVE MIN. OF 3-1/2" BEARING 8Y THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 6. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED - "- _"--- -- -=,'',I Z 5. ANY OMISSIONS OR DIBGREPANGIES OF PLANS AND/OR JOB CONDITIONS I DFE DESIGN FLOOD ELEVATION it PBFE I PRELIMINARY BASE FLOOD ELEVATION WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. , _ -- .__-_ SHALL BE CLARIFIED WITH THE ARCH]TEGT/ENGINEER BEFORE PROCEEDING 0 - -I - --_- - - -- -__ ==I _ -- _______---- _ --__- - = - - __ _ WITH THE WORK. ;DIM. DIMENSION -- --- - _ - -- --- 6. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. 6RADEMARK SHALL INCLUDE EASILY DI5TIN UIQ HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-005. - _l - _ -_-_ P. GONG. ��POURED CONCRETE �' F_ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE I -- - --_- ___- _- -- - _ __- _ ----- - ---- -- __= Z 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM HALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 D.J. I DECK JOISTS I'! PL. ll PLATE p UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. P.T. - Q DAYS OF 4,000 P.5.1., U.O.N. -- � I0. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET [EA.- -_- 1 EACH �l PLYWD. I PLYWOOD VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS - --- BEFORE -- --_- i. CONTRACTOR TO VE ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2 THIGKNE55 ON WALLS AND THE PROVISIONS OF AN5VALTC A I qO.1 STRUCTURAL GLUED LAMINATED 1I. GONG. SLABS TO REST ON MIN. OF 6' FINE GRAVEL OR SAND WITH - 1 BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ELEV. ELEVATION P.T. PRESSURE TREATED J " _---_---_- --- ;_P.T -___---_- __--__ '- --------------- __ =' 00 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN I ___ -- - - - -- - - - --- ------ _ --- ----- - - - --- -- -- - -- - APPLICABLE. --- - -- ----- -- ----�I REQ'D )REQUIRED - ___-- - _- --=_ ---- ------------ Z C�9 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. - � _ -- _ -_ I EQUIP. EQUIPMENT - ---_ - - i =__-._. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 - - q. DO NOT SCALE DRAWINGS, WRITTEN', DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR EBTABLISRING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - I EXIST. EXISTING - 11 RI RI5ER - 1 J ,H C) NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. _ -- ---- ---""---- - - - -- ,!_ - -- - --______11____________-= -__ -- - - -===II �, 10. OWNER/BUILDER ARE RESPONSIBLE: FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL RMI-------------- ROOM Z >; 4 EXT. EXTERIOR I! I_ __-----__-__- _-___--___--_____------ -_--_ -_- -- = -__=-- -_ -I ----=-- --- -�I----- ---------- --- - ----- ------ -- = -- -__ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 GODS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I I - - -----_. - ------ -- --- I Q Z T4 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. IF•A•I• -l FRESH AIR INTAKE - -- - R.R. - - -'I ROOF RAFTER I ..J CV --- ---- -- - - -- _ I STL- _---__-_- ___ --- __: -__j LL W Cfl - - ----------- - - ---- - - -- - ---I _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. [FAR------ -- ---- --J FLOOR AREARATIO - - I _---- - - !;STEEL Lo w � PERMISSION FROM THE ARCHITECT. I F.A.V. l FRESH AIR VENT IS.V. I - -- - `--------� ~ _ � A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF I --- --- ---- -- '---_ --J__ __ --- _-__ _____-__ -___ AI VE ----- ---- - --- --, SMART VENT O Q UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. G FROM FOOTING TO 2" ABOVE FIN15R GRADE. --- - -- ---1_____________ ----- -- --- �----- - -- - ---- ----_---_--- ------- ---- -- .. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - -- l �_____--_--__----------- - - --- ------ ==-_ - T4 _ � �! I-- -_-- -J __ BE DETERMINED RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 6-O AND AT EVERY 6-O . GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARGRITEGT/ENGINEER. NO - _ SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ___- - FINISHED FLOOR - -� TBD-- -- L- -_ -- -- - - - -- --- -- - -_ W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PACE [FF ELEV. � FIRST FLOOR ELEVATION - _ LTEMP GL. ,;TEMPERED GLA55 II m 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY =- _ -___ ----------�I,______- __- - _ - REASONABLY GLE AN AT ALL 14. THE CONTRACTOR SHALL KEEP PREMISES RE WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. F.J. FLOOR .1015T5 THK. - THICK H I ------ '---------- ------- ----- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS __ - -- - -__ _'_ - ----- - - RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS DD D I - u -- ;- - - - - ! NEGE55ARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FRGE J FLOOD RESISTANT GONBTRUGTION ELEVATION iI T.O.W. 1,TOP OF WALL _- - - - -_ j L J BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51ON DRAWINGS, WHERE EVER APPLICABLE. ` -- --__ ____--- ------------------- -- - - ---- _ �I - I - -- ------ -- - -- ' I- -_ ----- - COMPENSATION AND GENERAL I I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GODS EVALUATION REPORT. FR. 1' FRAME II Tr J TREAD _ = J 15. THE CONTRACTOR SHALL CARRY 1^dORKMANS GOMPE la, UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A -__ __- -1 -` .-_ =_-___ - _ ___ _--_- FIREPROOF -- - ----- - _____ LIABILITY INSURANCE. ALL SHALL COMPLY WITR STATE AND LOCAL CODES U "`: J 15. AT "WET WALL" PARALLEL To J015T5 FRAME DOUBLE JOIST AS PER CODE. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FRPR. - j! TYP. TYPICAL y I - -- ___- ---_- ---- ____---___ --- _-_.-_:_I__--_--------_--_-- _-_�� ___ ------- -------- -- ----- AND ORDINANCES. =- - -- i GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVI510N5 OF ASTM G36 SPEGIFIGATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK -- -- ----- -- --------_ __ Q _ FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 03-1 SPECIFICATION FOR GYPSUM LATH, OR A57M C"ig CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. GYP BD. GYPSUM BOARD il-U_O.N. -- _ - UNLE55 OTHERWISE NOTED }. 16. THE CONTRACTOR SHOULD FULLY E�IJARANTEE HIS WORK AND THE WORK OF BPEGIFIGATION FOR GYPSUM SHEATHING BOARD. ____1 - - - - - - - .__ - 1.=---_ - __ II 11 , --- - --- --- THE 5UB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ! H.D. ,HOLD DOWN W.F. t VERIFY IN FIELD ;�' COMPLETION OF PROJECT. AS PER PAGE 6-003. L7. RARDBOARD: RAF DBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" I j - - -_----- - -- 'r - - __ ,,__- - --_ __- -__ ___ ---- -- ----11 j NB OF NSI AHA AI35.4 BASIC RARDBOAR:D OF ,•., 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ' HDR- ;HEADER W/ WITH 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -__ - -- -- 1 __ - - -_II,- __ ______ _ " MEET THE PROVISIO A DEEP 8 3'-O' BELOW GRADE. - -- - _ -- _ -_ ARGHITECT/ENCINEER, AND THEIR AOE:NT5 AND EMPLOYEES FROM AND r ;I l WOOD " AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD II HNGR a HANGER WD TREAT LUMBER w/ COPPER NAPTRENATE WHICH SHALL CONTAIN 24G COPPER L6 STRUCTURAL PANELS: SITE WORK I' - - _ -_ - --_ --___- - -- -- _ _-- - =i-_ __-- ----- __ -__-_ ------- --- - - ATTORNEYS FEES ARISING OUT OF OR. RE5ULTIN6 FROM THE PERFORMANCE OF I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR -- - - ._. II, .- � E AT ANY SUCH CLAIM DAMAGE L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD INSUL. ,INSULATION_ - II ZR __ - �IZONING RESOLUTION - THE WORK PROVIDED THAT R 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL _-I „ ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, �1_ 1-- "-- - -_ _- -- - - _-IS ATTRIBUTABLE T BODILY INJURY, ISLE RO DISEASE HE DEATH HE O CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 5PEGIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE RECEIIVE CLARIFICATION FR M ARCHITECT NC NEER PRIOR To PROCEEDING.VERIFY ALL OIVEN DATA ON DRANIN65. IF THE-RE 15 A DISCREPANCY, INT. __ 'INTERIOR 1,INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK /EITSELF INCLUDING THE L055 OR USE RESULTING TREREFROM). (8) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLARING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PB I) GONSTRUGTION AND - ----- ---------------.- ----- -. .--__-___-_-_-- ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. _ _ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - --- --__ -- " - -_`_- - =--_-_- _ -=_-__- _ _- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN5 DRIVEWAY AND BUILDING IC. I /� ¢ I /� EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. I SULA71 ON 4 FENESTRATION REQU I REMENTS , BE LIABLE REGARDLESS OF WHETHER: OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN LqE MIGROLAM -- __--------__-_ - - _--__- -- ----------------_---------- - - 1 BOARD OR WAFERBOAR:D USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS, AND DEBRISCK . ALLL LiSURPLUS MATERATERIAL ARE IAL THAT 15UNSUITABLE ] PROPOSED DESIGN '' CODE PRESCRIPTIVE VALUE � II PARTY INDEMNIFIED HEREUNDER. B. CEOROIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND Ii I! 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: FOR BACK FILL MATERIAL SHALL 8E REMOVED FROM SITE. COMPONENT COMPLIES BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY VALUE CITATION (PER 2020 NYSEGGG) ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT _---_-- -- ___ -- _- - __- --_ --___-----_-- _-_-___--______ -=__- __- __-_--- _---___ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5. PROTECT TREES WITHIN iEIGHT FEET OF THE BUILDING. ; _ TO BE SURE: THEY ARE IN ACCORDANT.E WITH THE DRAWINGS, BPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR --_=--_ APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. U-VALUE = 025 MAX.U-VALUE A 0.32 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMAND AINO NY MATERIALADDITION STANDARDS SECNTS ET FORTH 6O ETHE MA�ILDINO COOE 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL FENESTRATION U-VALUE -IAIR LEAKAGE - 0.30 GFM/5F MAX AIR B ABLE R402.11.4/-CLIMATE ZONE 4SF 1',!I 5 ! I AUTHORIZATION OF THE ARCH ITEGT/EI 161NEER. PLUMBING MIN.R-v UE = 4 1 GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY �T - �- - I. CONTRACTOR SHALL IN57ALL WATER SUPPLY DRAIN, WASTE, AND VENT (DWV) q Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 5Y5TEM5 To NYS PLUMBING CODE AND NYS DEC REGULATIONS. - -- PER TABLE R402.12 -CLIMATE ZONE 4 YES REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE CEILING R-VALUE R-4q BATT INSULATION NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS ,AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 11 GEILIN--R-VALUE - 11 ---- ------ -- =_.- _.___- -- _ -- -^ I I 7- _ _ - ! PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. (AT SLOPING CEILINGS 1!I R-4�1 SPRAY FOAM INSULATION MIN.R-VALUE = 44 I I -1 THICK(R=?/INCH) PER TABLE R402.1.2-CLIMATE ZONE 4 YES ' RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/ARA AIg4.l GELLULo51G WITHOUT ATTIC.SPADE) ---IL--------I I 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXI5TIN6 WORK 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION - -- ---- --__ _ -„_,___ - ___ ______ _ ___ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR -- - - - __ R-21 BATT INSULATION ; I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. AND AT BASE OF VERTICAL WASTE PIPES. EXTERIOR(2"xb')WOOD MIN.R-VALUE _ O(CAVITY) IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER. ,DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TC THE TOP OR BOTTOM EDGES. FRAME WALL R-VALUE !,''i PER TABLE R40..I.: -CLIMATE ZONE 4 li YES ( I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER -- - - - _ _ ___ ____-________' 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FLOOR R-VALUE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE FOOT. ------------- ---------- -------- -- STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. If MIN R-VALUE = I? i R-30 BATT INSULATION -- ---- ----- ----- ---- - --- - - MIDDLE ONE THIRD OF THE STUD LENGTR. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I -_ PER TABLE R4o2.1.2.-CLIMATE ZONE 4 YES I 22. PROVIDE FIREBLOGKING A5 PER NEW PORK ACCESSIBILITY STANDARDS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: ��tL____ .._.._____- -_ - -____-_-__ =_I I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL - DISH WAHER.........................................2" COMPLIANCE STATEMENT: I 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. - KITCHEN SINK........................................2" TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFE551ONAL JUDGMENT,THESE PLAN5 AND SPECIFICATIONS ARE IN ! I UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS - LAVATORY...............................................2" COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U5�y6 CHAPTER 4(RE]. i I COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS HALL - SHOWER/TUB..........................................2" I 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE - 1, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 TRROU6H M 2.2.7. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, - LAUNDRY .................................................2"O I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE G-003 � G-004. THE FASTENING SCHEDULE - FLOOR DRAIN..........................................3" I STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 16.2.1 SQUARE AND N NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2C20 NEW YORK SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 50REW5 (INCH SERIES). Z I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED THROUGH ROOF. 2.2.2. LA6 SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'s). ASME 5I6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). -1, PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN $ O WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES DRAIN COCKS AS READ. HOSE 8185 SHALL BE PROVIDED WITH BAGKFLOW __-_1-_ __-_ ____ --_-f.-_-_ CONSTRUCTION MANUAL BY THE AMERI..AN FOREST b PAPER ASSOCIATION PROTECTION. j (AFBPA) AMERIGAN WOOD COUNCIL (Ah1G). 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN w WOOD POSTING RI BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD ZONAL CONSTRUCTION, 6. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU85 ARE TO BE PROVIDED -- ----1-- ---- -- 3. ALL PLUMBING WORK SHALL CONFO'ZM TO THE 2020 NEW YORK STATE TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 WITH BACK FLOW PROTECTION. i PLUMBING CODE. WALL w/ STEEL SHIMS d A MIN. 3/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFAGTURER5 CODE EVALUATION REPORTS. I I , SECURE w/(2) 1/2" -P ANCHOR BOL75 (4" LONG EXPANSION BOLTS ® q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITR LOCAL 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS B 12" LONG ROOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND HEALTH DEPARTMENT 5TANIDAR:D5 AND REGULATIONS. --- -_-- -. ___-___-. ___---._._ .-_--____ -. ---__-.-_-___._. _-----_-__-__-_-_--______-'__-___-__ Q MECHANICAL CODE AND 2020 NEW PORK STATE FUEL GAS CODE. POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, I - -- - --- - -- - - -- - --- _= , -- - ----------_ -- ___ o WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TABLE R5O I .7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE AMEET THE DDITIONAL REQUIREMENTS OF THE OOVERNING N MIE MANUFACTURERS ANY TO CONGEALMENT OF PLUMBN6. I I CLIMATIC 4 OEOORAPHIC DE510N CRITERIA . GORE, NFPA 70 AND 2020 NEW PORK STATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ I!i ALLOWABLE DEFLECTION OP 5TRUGTURAL MEMBERS __ __-----.___ __--___--___:-_____ -____,____--_--_____ PROJECT: GORE EVALUATION REPORTS. GROUND SNOW LOAD 25 LB5 CONSTRUCTION GORE. U.O.N. wSTANDA ITH OP G5HEAAPSL® STE �GOLUMNB NOTEDO BE MAIN.)'458EN1T PLATE 6" LONG NO �OTGHING ATCHINO �D BORING OF STRUCTURAL MEMBERS HALL OF IFORIN5 OF STUDS, JOISTS, RAFTERS AS PER BPERMITTEDUILDIN 6, DE. __ - - -" , ---- - _ - 1 I---- -- I (�s 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66"i STANDARDI ®E M A R V w/ 6 RISE B w/(2) /4 BOLTS THROUGR CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND 5TAPLE5. NOR ANY POTENTIAL DAMAGE THEREOF. 5TRUGTURAL MEMBER ![-----XL LOWABLE ! BASIC WIND SPEED 130 MPH I SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. =____-- _:_. ______-_----.-_-:----_--__-__ __ =J1_-==_____ =-- --- - 11 -------- -- ----- ------� DEFLECTION _ GENERAL WIND PROTECTION CONNECTION NOTES: 22.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND 5TAPLE5 ELECTRICAL: - II RENOVATION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I60 I ----------__ -___-_ - - __I B I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM EXPOSURE CATEGORY ! CONSTRUCTION;55TD 10-qq AND 2016 5BC HIGH WIND EDITION WOOD FRAME GLA55 WINDOWS AND DOORS AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ENERGY CONSERVATION CONSTRUCTION CODE. i I - _ TO 20 NATIONAL G G GOD PA -70 AND 2020 NEW YORK STATE CONSTRUCTION I. ALL GLA55 TO 8E INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS �i SEISMIC DESIGN CATEGORY I B I. A CONTINUOUS LOAD PATH BETWE'.EN FOOTINGS, FOUNDATION WALL5, ------------.----- ----- -------- -.-- -_ _-_- __ ; I ------ ------ - ---- ---- ----- -------- G. OLA55 DOORS ARE AND AIIDEDNS SHALL NOT BE INSTALLED UNTIL PROPER 2.2."1. 50REW5: 5GR:EWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 _ - - - WEATHERING I! FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I -t - 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON INTERIOR WALLS b PARTITIONS R/I60 2. APPROVED CONNECTORS, ANCHO'ZS AND OTHER FA5-ENIN6 DEVICES NOT WOOD5GREWS (INCH SERIES). COMPLETION OF WORK. ' - -- -- _ ___-_- _._____-_ _- - - �` - SEVIERE _ it 2015 GABRIELLA COURT INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, MECHANICAL CONNECTIONS: 3. SMOKE DETECTORS,IN CONFORMANCE WITH NFPA-12: FLOORS 8 PLASTERED GEILIN65 LI360 FROST LINE DEPTH 3 O -- MATTITUCK N.Y. 11952 - GENERALLY, VERIFY OR PROVIDE HARD WIRED ---- - ----- -- - - -- - - - - I f UNLE55 OTHERWISE NOTED. SMOKE DETECTORS w/ BATTERY BACK-UP IN: ALL OTHER 5TRUGTURAL MEM8ER5 I L/240 3. METAL PLATES, CONNECTORS, 5C1ZEW5, BOLTS AND NAILS EXPOSED I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - --_--- --- __ _-- _ __ -- - - TERMITE I MODERATE TO HEAVY DIREGTLY TO THE WEATHER OR SUBJEGT TO SALT GORR0510N IN GOASTAL 4. ALL GLASS UNITS HALL BE INSTALLED IN STRIGT AGGORDANGE WITH SUBSTITUTED WITH AN APPROVED EQUAL PRODUGT. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALLS w/ PLASTER OR STUCCO FINISH------ HI360 I I I------ -- ----I DRAWING TITLE: _ MANUFACTURERS SPEGIFIGATIONS. -- -- - ------._.__.----- ---- ---------I--------- _ ___-----____._.{I ICE BARRIER REQUIRED YE 5 A. EACH SLEEPING ROOM _ _ 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL B. OUTSIDE OF EACH SEPARATE SLEEPING SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BY SIMPSON' MANUFACTURER. AREA IN THE IMMEDIATE VICINITY OF EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINIBREB L/240 I - GENERAL NOTES ENERGY CONSERVATION CONSTRUCTION CODE. THE BEDROOM5(GENERALLY THE HALLWAY) ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS - - - - -- --- - ---- ------------------ -------- ----- - - ,--- -------- -- ---- -_ 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES �! . AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES I L/120 I STRUCTURAL DESIGN CHARTS ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY C. EVERY LEVEL OF DWELLING I,--_.- -_______ --___ _- _ 1I ------- - '----------- --- -- __ ---- 5. RIDGE STRAPS SHALL BE ATTAGI ZED TO EACH PAIR OF OPPOSING LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" (BASMENT, FIRST FLOOR, Q SECOND FLOOR, ETC.) --- ---------- ----- - ----- - ----- --- - . LOCATED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 4. ALL MECHANICAL CONNECTIONS HALL BE HOT DIPPED GALVANIZED l RAFTERS. IN UPPER THIRD OF ATl'IG SPACE AND ATTACK TO EACH PAIR OF �I - --- - - --- - -- --- --- --- . ..------------ _=- - _. _I! RAFTERS EXCEPT WHERE COLLAR. TIES OF x OR 2 x -i ALL EXTERIOR DOORS ARE TO 8E WEATHERED STRIPPED AND PROVIDE ALL 5. ALL GLA55 15 TO BE FREE OF 5CRATGHES AND IMPERFECTIONS. GLA55 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ASPHALT ROOFING SHINGLES STRUGTUF,AL DESION LOADS � PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING _Ji SHINGLES OR APPROVED EQUAL. --- -- 1' ---- -- -- ------:I--------_-_ __ - -- jr lk U 44% - - - - - - ---- -----J - _______ ____ 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY q ALL WINDOWS TO BE ANDERBEN. IF CONTRACTOR, 15 TO SUBSTITUTE WITH 6. ALL FASTENING CRITERIA SHALL 8E CARRIED OUT AS PER MANUFACTURER - !DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. ANOTHER WINDOW MBE ,TUR:ER, IT I5 THE RE5PONSIBILITY OF THE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE �------..----.-.---.--�-----------.-------USE - -_- LIVE LOAD ,` - --- J u %O m %J w CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE it -II 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE 1. VARIATIONS IN CONNECTOR CONFICUR'.ATION SHALL BE APPROVED BY AND WATER BARRIERFRO�( EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL EXTERIOR BALCONIE5 40 psf Ii 15 psf I TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, ARCHITECT LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ; - - -------- --_.... ___ - -__ --------------- ---------- ---__II--.------------�I OF J" AND 3"x3"xj" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ROUGE+ OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND ECR:E55 i DECK5 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR REQUIREMENTS. 6. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF DATE: 11/17/20 2 OF 17 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1 IN G HIN 12" E/MASONRY HANOER SHALL BE 10. WINDOWS IN TU8/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE BEAM AN ER ONLY A�ONG WIT 14ED TOBE SUBSTITUTED LISTED ABOVENTED CONSTRUCTION. PASSANOER VEHICLE GARAGES 50 psf I AS PER PLAN FOUNDATIONS. ANCHOR 80LT5 SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S _-------_-- I TEMPERED GLASS. __ - - __-- - . _. - - -- - - - GYPSUM WALL BOARD SPEGIFIGATIONS. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf � 15 psf I MECHANICAL, FUEL OAS: 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. I. 5YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ---- --------- -- - ------- - -- ------ - - i -- 15 sf i1 GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE COMPOUND METHOD. 5. NAILING OF ROOFING SHALL BE TO CODE. -�,,, ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf �`"�--+ I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE MISSILE TEST OF ASTM Elggb AND ASTM EI666 AS MODIFIED BY 2020 NYS BG p ! p ,�'�> "�.D 4 NYS MECHANICAL GORE AND FUEL 6A5 CODE SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE ------- -----"- - - -- -"--" ----"-"-- ----- '----- ------ �' ,�, ,- �,-."- ' 2. ALL GYPSUM BOARD SHALL BE 1/2 ON WALLS AND GEILIN6, UNLESS 1 t;� • .._,x ,.., ,'�,� THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR DEEMED APPLICABLE. PERMITTED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �') ""e �'() .., `"', INSULATION ,,, 1Y 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED AN51/DASMA 115. OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE i ____ _ _ ___ _ ___ __ _________ ___ _ __________________ 1 -..__ .._-_____._ __ ----------- � lei �. � FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 2:12 PITCHES TO 4:12 PITCHES SLEEPING ROOMS 30 psf 15 psf . :•° 3. 5/8 , ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS - ---------------- ---------------- -------.----.-..._.------ ' ---- --- --------� \ I. 4 ,� O ' FOIL TO BE PLACED TOWARD WARM SIDE. A THICKNESS OF NOT LE55 THAN AND A 51-AN OF NOT MORE THAN 6 SHALL (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I 7 it' 8E PERMITTED AS GLAZING PROTECTION. PANELS HALL BE PRECUT AND 11 IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT BEAT PRODUCING 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF STAIRS 40 psf 15 psf I,,� '._-'-... 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL THE SEALANT TO UPLIFT FORGES USING ASTM D 6361. -- - ---- -----1 ------------------ ----- -------- -- I, I �`_' ^"., WALLS FROM 6" BELOW GRADE To 24" BELOW GRADE IF DESIRED BY PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. GUARDRAIL5 AND HANDRAILS 200 psf 15 psf �/ M()3,�t?•C!r' CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE -1�---- i r "" FOUNDATION WATERPROOFING. R 501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE op N - CORROSION-R:E515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 1 12 psf FOR ATTIC 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: ON THE BUILDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND I--ROOF-LOADING (LIVE-= GROUND SNOW LOAD)- -- --25 - sf-- 15 psf FOR LATH. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH, p - g" R-30 FOR FLAT CEILINGS - 6.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION ALL OPENINGS. *ALL STRUCTURAL ME51ON CON5IDERATION5 ARE IN CONFORMANCE WITH - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION A5GE -1-10 (MINIMUM DE516N LOAD5 FOR BUILDIN05 AND OTHER STRUCTURES) - 5.25" R-21 FOR FLOORS 6. FASTEN 6YP5UM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-005. HOLDOWN DETAILS T` F I SAL NA LINO/STRAFF NO REOU I REMENTS FOR - ------- ---- ------ - -- _--__ __-_ - - - -- Q UAL= ( � SR LATERAL W I �---- - ---- ------ ----- FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER ND RES I STAN�E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED it (SEE PAGE 0-005 FOR 5TRAPPING AND NAILING REQUIREMENTS, W "ALL STRAPPING TO BE lV4"x 20 GAJGE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ; AND ROUGH OPENING FRAMING REQUIREMENTS) J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE [_FUSE 10d NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) I Q FASTENER SPEC FASTENERHOLDOW HOLDOWN S ONNETION A DESCRIPTION AND QUANTI SPACINGC NAILCD FOR NEW dEXIST. FOUNDATIONS pJ_ ry ROOF GE I L I NG FRAMING f' rr --------------------- --- - --- - -- -- - - - -- -1 ENDWALLbd " ""� �ry 2„ COMMON WOov s A5w5UMED To HOLES. BTR IN DRY UN USE OF ONLY A SE II_ RAFTER TO TOP PLATE (TOE-NAIL) — -- i -- - - PER RAFTER -- - O ENDWALL (5) 2x FULL (3) 2x FULL CORNER STUD ."-""""- •�"...."•• I I' a HEIGHT STUDS CORNER STUD HEIGHT STUD ., : "..... AT RAFTER TO RIDGE 2„ iv SERVICE - -- -SEE PAGE G=003 - --__-- --- i z i `'�� CONNECTION: RR _ SHOULD CEILING JOIST TO TOP PLATE (TOE NAIL SEE PAGE G 003- li PER JOIST CONNECTED TO 5. ONNEGTED TO I TRANSFER SHEAR \I _ 3 ry _ (EV DENT DURING INITIAL IN USE PRESENT SPLIT PO ENTIAAIL I I-- - --- -- - O I^ I _ - -- -- ------ 'I TRANSFER SHEAR "SIMPSON" HDGb • • • • CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP �I = " ' ( FOR STRAP 8 d COMMON HOLES,SET NEw MEMBER. 2-I6d COMMON ° - 2-I6d COMMON HOEDOWN ANCHOR ® ° I , � NAILS ® EA. END OF STRAP. • • • I -- -------- --- ----- --� - ---------------{F-- --- -- Z l LOCATIONS NOTED NAILS O.C. IF O.G. • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON I I EACH LAP Q p O NAILS O.G. IF BLOCKED ON PLANS 10" . IF BLOCKED `` ,,,,.r-"'`j CORNER POST •"• FOR ROOF SLOPES UNDER 5:12 WITH ?� • 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAILS(TO --- -- ------- - -- 6RAPHIGB E ONU END OF THE NAIL TO A a0° ANGLE,SEE -- - -- - - ----- ---- - CORNER POST "'"'"•••...," G.J./G.TIES i ........... ROOF SPANS OF 24 OR GREATER, COLLAR TIE TO RAFTER (PAGE-NAIL) �I, SEE PAGE G-003 PER TIE w "51MPSON" HDGB I- I i " USE 4 8 d COMMON NAILS ® --- -._ -- ----.-- ----__-.- _ ' I' EA. END OF STRAP FOR ROOF N 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY - J 00 HOEDOWN ANCHOR 0-1 BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED `I "+ SLOPES OF =✓:I2 AND GREATER. SECTGR 410N 12.4-PLACEMENT OF NAILS d SPIKES d TABLE Z O RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END J ON PLANS CONNECTION BI a B2 � ------ r j;l AT RAFTER TO TOP PLATE TO STUD lI d Z 4 GONNEGTI ON: .-- WALL FRAMING HOEDOWN INSTALLATION OPTIONS: _ _ _ __ j FOR NEW P. GONG. FOUND.s • E32TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD FOR STRAP - S d COMMON NAILS ® ti � � rq ." • EA. END OF STRAP. FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s GEOMETRY EXCEEDS THAT PERMITTED IN i ! • - ------ - --_-_- • .•; ; � . . s� WHEN IN TOWN OF ISLiP OR NAILING ( TOP PLATES AT INTERSECTIONS (FACE-NAIL) — !i .. 4-Ibd COMMON JOISTS - EA. SIDE Q -7/8"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO f/' `, NOS CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY - �j l MAX. NAILING GRID ABOVE UTILIZE , / • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 2411c2.G. ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) � ------------- --- - - I --------------- ----- -- � W ' - ".." HEADER TO HEADER (FACE-NAIL) it Ibd COMMON �I " II I6 O.G. ALONG EDGES' _ "......... ----------- - -- • FORTOENAILING 3 8 d COMMON NAILS ----------- --- ------------- - FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME . I� TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD V FILL TOP 2 COURSES SOLID � CAST IN PLACE HOEDOWN •-• � I CONNECTION "_ .__....._"".. . ------ -- ---- --- I �w..w/7/8'm THREADED ROD REGUIREMexrs FOR _,••_ FOR G.J. TO R.R. - G{ 16 d COMMON NAILS BOTTOM PLATE TO FLOOR J015T, BAND JOIST, 12 RAISED C.J.'s (WHEN 2-Ibd COMMON PER FOOT V AT G.J. TO G.J. CONNE07ION: ENDJOIST, or BLOCKING (PAGE-NAIL) — _ -- FOR G.J. TO G.J. - Q 16 d COMMON NAILS - - - - --- -_ -� --- -_--- APPLICABLE) O _- P TO STUD ABOVE 8 OR BELOW I HOLDOWN 'G' HOEDOWN 'D' � _16_d COMMON NAILS IiI FLOOR FRAMING � .E _ a /1\ FOR NE?4LY POUREDFOUNDATION ® ONE STORY ONLY CONNECTION G I G2 f JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAILY 4-tad COMMON _ -- PER JOIST ? FOR NEW dEXIST. -- - -- - - ----- FOUNDATIONS ENDWALL • - � (3) 2r: FULL IIh-------------- - !I - BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON �' EACH END :., HEIGHT' STUD CORNER STUD {/' _ -_- 1 CONNECTED TO 1 r' ° BLOCKING TO JOIST (TOE-NAIL) -- 2-5d-COMMON I - EACH END- - II TRANSFER SHEAR G2 .••.......•••_•._•.._ ° TO STUD CONNEAT STUD TO CTION:ION:55 BLOC KINTO SILL or ! "SIMPSON" HDQt3 J 1 _ (3J 2x FULL - - ------------- HOEDOWN ANCHOR as 2-Ibd COMMON HEIGHT STUD • 11 3-I6d COMMON EACH BLOCK LOCATIONS NOTED 1 NAILS ® 6" O.G. d " "•- """"T TOP PLATE (TOE-NAIL) CORNER POST I d COMMON LEDGER STRIP TO SEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP ----.--------------.--- ----- ON PLANS 110" O.G. IF BLOCKED G FOR STRAP - 3 8 I { 7 J015T ON LEDGER TO BEAM (TOE-NAIL) 3-tad COMMON PER J015T _ I FOR EA. PLATE TO STUD ABOVE 8 OR _ 2 I6d COMMON 1 ' ,! ° BELOW - 2 16 d COMMON NAILS r NAILS ® 6 a ,. -------- - ---- ---- ----------- ---- -------- -_ O.G. ,;.:_..... BAND JOIST TO JOIST (END-NAIL) - I- - -- - ---- - - -- - ---- -- ----- -- „ ! 3-I6d COMMON PER JOIST I " ...... � BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I � PER FOOT , - I ROOF SHEATHING - I ,, I , III � _----- ----------------------- - -_ ----- , -------- -- ----- ---- -- - --- - ---- ' I ' I I STRUCTURAL PANELS: ------------- -- -------I�6" EDGE / 12" FIELD � I"SIMPSON" 5TI�D14RJ GONNEGTI ON D I D2 SOLID „ INTERIOR ZONE 8d COMMON BLOGKIN6 PERIMETER EDGE ZONE tad COMMON I b' EDGE / b FIELD HOLDOWN INSTALLATION OPTIONS: , • EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON I FOR NEW P. GONG. FOUND.'s I -' --_- UP TO q" RAKE OVERHANG -- - ��-- J L_ - - - --= ----=------ HOLDOWN CAST IN PLACE w/7/5 P THREADED ROD "" • -- --- .......•• �" • • FOR EXIST. P. GONG. c7R NEWLY CURBED FOUND.'s I '" " "� - • AT STUD TO FLOOR ASSEMBLY TO SILL / ' GE I L I NC SHEATH I NO j CONCRETE w/ 'SIMPSON SET(HIGH STRENGTH EPDXY JJ 1/2" MIN. ; ___.._..____._..__ � II 7/8'0 THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO 1 PLATE(S) CONNECTION: D2 J ADHESIVE), t FOR T°EMP.'s O°F-40°F USE 'SIMPSON" AT - - CORNER s - - --- -- ----- / FOR STRAP - 3 8 GYPSUM wALLBOARD--- ----- - - 5d COOLERS 1L '1 EDGE / 10 -FIELD-' (HIGH STRENGTH .AGRYLIG ADHESIVE) - / ° o d COMMON NAILS ® EA. 1 ONE #4 REBAR . �_•....•� END OF STRAP (WRAP STRAP UNDER SILL FL) SPECIFIED ON DI ° WALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE �.., • FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN •., o ° w/7/ta"O THREADED ROD 2_ I CO i -------------------- ' . PLATE TO STUD ABOVE d OR BELOW - `. -- d COMMON NAILS ' STRUCTURAL PA"'71_5 - ---- ------ _ _ 'L— ad COMMON ---- 6 EDGE / 12 FIELD AL'rERNATE CONFIGURATION ABOVE STUD TO I I' I - FLOOR CONNECTION w/ # LPT4 I _......_ ." STRAP w/(5) GYPSUM WALLBOARD -�- -_ -- ---—--I- -gd COOLERS----- IL 7" EDGE / 10" FIELD SIMPSON (OR ....._._. . - ------ ----------- --- -- - ----�I z i NAIL NO/STRA�F I N� � �I ND®�/DO®R HEADER STANDARD/ALTERNATE EQl'AL) � PLATFORM TO SILL PLATES OF NAILS• EA.END ""_._� EA EA.STRAP TO FLOOR SHEATHING (SUSFLOOR) EA.JOIST-(FOR I ALTERNATE USE 0 SIMP50N H2.5� - -- --_ _.------------ -- - --------- -- ------- ------- ------- U NOTATION: - --- '----- ----- - Ili STRUCTURAL PANELS: ---- --- ---`--- A - NUMBER OF 8d NAILS ® EA. END OF 5TRAPPIN5 (201ta WFGM,TABLE 5.7,P. Ita4) CONNECTION E - ' I ,: > _ I B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.23B,P. 291) ..•• I or LESS: 8d COMMON b EDGE / 12 FIELD C - NUMBER OF FULL HEIOH7 KINO 3.2 STUDS 2 3A. SIDE OF HEADER(2018 WFGM,TABLE 3.25C,P. 2012; ""...........---" -.� • --__GREATER THAN I°'=- ----- ------ - -_, III--- IOd COMMON 6" EDeF_ / 12" FIELD - - ------------- --- --- - __ _ 1 {1 ALTERNATE TABLE ) _ _ f t, D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE ••"" " • -_-. _ - __ __ -I • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. J ' - - � - _-- I �D (2018 WFGM, TABLE 3.7,P. 184) /�".�':;^ A / AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F,P. 288) ( �; PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE SHEAR CAPACITIES, NAILING RECUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8,P. 191) k SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: S `-,�:- 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E—', ""-•".... _ NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. FOR STRAP 3 8 d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINC 4' ON EACH �/� ' ®(� ®�Ir1AI \VD I _ END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTENING SCHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS '""" FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. r_ t (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) •"`"'•�-•... -2- -16- d COMMON NAILS RENOVATION �{ -- A ' i t _ -- NOTATION A--1 B 1 I __ I , { G D E F G I ROUGH ! 2015 GABRIELLA COURT h 2'-0" MATTITUCK N.Y. 11952 4. — -- ---- - - ---- - -2- '--2 2 1I - GABLE ENDWALL - SFL G NO OF TOF FLAT PROVIDE 2 2 xIO HDR MIN O N 2 I • - O " " (MIN.) u. . . II 6'-0" 5 ► 3 3 3 II, 3 I II SRAGING/STRAPPING DRAWING TITLE: _ „ ,� ! I III - --- - -- (B) - REQUIRES SILL PLATES OF 2 xb (MIN.) -- - --- -- --- - -- - - - - - - - - FOR RAKE5 12"OR PLATEBLOCKING 2 LE55 PROVIDE HOLDOWN, ANCHOR BOLT, t3-o ------ 7 2 3 TOPENGTH TO OR WINDS EXPOSURES 8 GNTS TOPOR W IND TE SPLICE EXPOSURES B GNTS i BAYS BACK ® BLOCKING m 12' O.G. - -- - J - - - - 4 4 4 SPLICE4'-0" o.G. ro AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS - ROOF FASTENING SCHEDULE ALL OTHER CASES ONE STORY SLAB ON GRADE I it z�,< MINIMUM SPLICE 1�a,. 'II BUILDING MINIMUM SPLICE BUILDING a -- - DIMENSION (FT.) LENGTH (FT.) DIMENSION (FTJ LENGTH (FT.) fT TYP. STRAP w/(5) PAGE: -_- - " Sd NAILS EA. END 12' O 2'-0"/2 6 12 0 3 0 OF EA. STRAP ,I -- - - - - -- '11116,6 Ju F Ib'-O" O" ATTIC ANCHOR E30LT SFECi I F I GAT ONS i I - - - - - - - - - - BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.28, P. 157 I60) - - 24'-0"- 4'-0"/5'-0" - 24--0" - - - BACK® 4'-0° O.C. DATE: 11/17/20 3 OF 17 CORNER 3q" %,"(P ANCHOR BOLTS ® 3ci" O.G. - 28'-0 - 5'-O"/b'-3" 25'-0" '1'-01, CONDITION _ FOR ALL STRUCTURES: - -- -- I 8'-O I � � '� I SECOND FLOOR tu NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE " �,... it CONNECTION U51N5 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 4 I. MIN. '7" EMBEDMENT INTO CONCRETE PROLENVIDE AN EQUIVALENT THE:NAIL IN5 SHALL NUMBER OF NAILS IN ORDER TO 4O' O" 8'-O"/10'-O" 1.011 - BLOCKING 2 BAY5:F u. �r r END _ _ 0 o I I-O 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-o" 10'-O"/12'-6" „ „ BACK® 4'-0" O.C. I .., �' ` 1`�.a �'� w/ 3 SQUARE WASHERS AND END NUT SETUP; IN EXPOSURE B - 'I TYR STRAP w/(5) ti' tJ Cl CONDITION TOP TWO COURSES SOLID 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL II 60-O 12'-O /15 O 60-O I6-O 5d NAILS EA. END 11 11- — — — 15 EMBEDMENT FOR G.M.U. BLOCK FOUND. $ FILL LATERAL LOADS SHALL BE MULTIPLIED BY H/B OF EA. STRAP � 2. ANCHORS NOTED HEREIN ARE OR REPLACED BY HOLD NOT TO 81��5�EDAL OR HEIGHTS FOR OTHER WALL HEIGFfTS,H,THE TABULATED UNIT i I- 11 I I :-- PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70'-O" I�{'-O" FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 10-O' 4 O FIRST FLOORj n �, Y (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN b 12 80-O T�0 ��' I6'-O" 80'-O" 22'-O FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 ! _ (SEE DIAGRAM TO LEFT) to WALL - 125 _ II'WALL- 1.5*75 THIS COLUMN w/MULTIPLIER BLOCKING 2 BAYS 12.WALL- 1.5 FOR 1 MULTIPLIER WALL BACK 0 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING CRAP G5 GONTI NUOUS �U I LT-UP O I RDERS 5 OR MOfi�E SUi=i�ORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F I REE3LOGK I NO FOR FL_ATFORM NOOD FRAM I NO WOR �- AND ALL RELEVANT PORTIONS OF THE RE5IDENTIAL. CODE) TION PATTERN SCHEDULE Q K:ING KNOWLEDGE OF THE AMERIGAN WOOD COUNCIL [AWG] DETAIL BOOK GONNEG� ' BETWEEN vb ASSEMBL" REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) 0 $ 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED uj CONNECTION 'I: _ W PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER T \,• I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J BLOGK:I NG UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS JOINTS ARE TO BE -- _ - _ -- 1. .• - - - MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER -`J' AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A i(2)ROWS Oct NAILS• 12"O.G. >r _--- I Q THE SPAN LENGTH FROM AN INTERMEDIATE - j•.. B (3)ROWS IOd NAILS m I2"o.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 1 - -r__ -I ;'. `, 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS `'�D 1 SERVES AS FIRESLOPPING. IC (2)ROWS I/2' 0 BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. �\ \ SUBFLooR { P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 5UBFLOOR DBL.a ENDS' TWO-PIECE ' 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J SOLE PLATE D (2)Rows v2^m BOLTS m I6°O.C. - j' BUILT UP GIRDER NAILING: ,';;\. PLATE SERVE AS FIRESTOPPING. _I - - -_ - - MAX.32" I - - -- - J I'rt 4. FOR PLATFORM FRAME GON5TRUCTION: THE DOUBLE __ __ _, TWO-PIECE G!RDER5 ARE TO BE NAILED FROM ONE SOLE PLATE ---- - SIDE WITH IOd NAILS, TWO NEAR EACH END OF I II . III .--.. I � ,_., , JOIST SERVES AS FIRESTOPPING. Q ROWS I/2" m BOLTS m 24"O.G. - EACH PIECE OTHERS STAGGERED WITH A DISTANCE r > - - _- -- _ - - - BETWEEN V6 rt n 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING a (2)ROWS 5-5/5"N(1) 1DE O OGK SCREWS m 12 O.G. E I/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL 1(I 5 FLINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ l OR OF NONCOM-BUSTIBLE FILL. (2)ROWS 3-5/5"TRUSSLOCK SCREWS• 16"O.G. SCREWED ON(I)SIDE OF MEMBER i, -- - SIDE w/ IOd NAILS TWO NEAR EACH END OF EACH . . --- '-I� -�1 _; I1 . �! -�- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 I II_ S- - 6. FOR PLATFORM FRAME orNKlN CONSTRUCTION, THE SOLE Q F. SGREwEv ON(U SIDE of MEMBER I ,, - � -- __-� I i �, I AND :2 INCHES OF WOOD BLOCKING PLACED BETWEEN _ H - - (2)ROWS 3-3/8 SIDE O OGK SCREWS m 24 o.c. BETWEEN NAILS IN A HORIZONTAL LINE. I I L - - I - l_ I, JOISTS SERVE AS FIRE5TOPPING. JOIST --- 1 SCREWED ON(U SIDE OF MEMBER " THREE-PIECE ---- l-J I _- '., - -- I Z MAXIMUM OFFSET J I(2)ROWS s TRUSSLOCK SCREWS o 12 o.c. BUILT UP GIRDER MAX.32° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d II '. I I "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q JOIST DEPTH, d 1 SCREWED oN BOTH SIDE of MEMBER p I I _ _ rjl 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOI5T5 NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. i III )�II 1 [ ��;._ 1 1cr MATCHED SIZE OF BLOCKING (2)Rows 5"TRUSSLOGK SCREWS m Ib"o.c. 4 ? l �I ! �:^`y. c SERVE AS FIRE5TOPPING. K P ING AND PIECE G - FIRESTo P IN LUDING INTER MIDIATE JOINTS AND w THE `I I ` W UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER � r / H { I i I �. I'.�-. BLOCKING = — _ - -- - - - - -- -- - --_ I — +. 3 J t :. PARTITIONS ® 3s, O.G. STUD II ` -" L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A TAN 52" BE WEENN DNAILS INDIA HORIZONTAL LINE. 4 I' ' _- 8. THE HEADER SERVES AS FIRE-STOPPING. J00 l V! 7, __ lI(2)ROWS 5' TRUSSLOGK SCREWS o 24"O.G. BETWEEN 1/6 --- J - _�' f `I JI -a Cl. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL �' Q DOUBLE PLATE --_-_-It CEILING BRACING FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS ! l - ----- (I „Ifl - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z i (� NOTE: P d — _ _ - -- - STRINGER TO SERVE A5 FIRESTOPPING. CANTI LEVERED FLOOR I.BEAMS d HEADERS NOT NOTED KITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED --� PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER — - F 'r"� O CABLE ENDWALL d CONNECTION PATTERN B'wHEN 10"OR LARGER FOR THE THREE-PIECE GIRDER. -- ----_ ;- -_ I. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ' P - ( - __ --- I1II � Z �; 4 _ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN&OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Q Z N OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO -- Y.. I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J 6 ABLE END II LL i. r FIRES TOPPING PLATE 5Ff NO SUBFLOOR SOLEL 2 x4 GONr1NUou5 TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR " ALL T BE REQUIRED WHEN THE BOTTOM of W C4 LATERAL BRACE a b'O.G. BOLTED TO STEEL COLUMNS. � : THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING Ln r! JBpISDT 2) lOd NAILS TRUSS OR `T AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I` = LO LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THRoi NORMAL r-I J O /� I I j� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NAIL= NO PATTERNS FOR SIDE LOADED EEAMS 0� . FLUSH 5EAM5) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) bd -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPING. f � NAILS _- - _ -- - - -- - - FIRE- WOOD PIRESTOPPIN6 FIRESTOPPINO - FIRE- FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING STOPPING sro Plus 5O U I' MULTIPLE-PIECE E B RS Ij W rm 2"x4" BLOCK NAILED TO EA.BRACE JOIST • 5d COOLER NAILS® 10' O.C. NAILED' BOLTED' LOCKING 2 ROWS Ibd j 5 ROW5 Ibd ROWSYz" 2 ROWS A" I 2 ROWS)4' I, VERTICAL V J w/(4) IOd NAILS COMMON COMMON BOLTS•24" BOLTS BOLTS TOPP INli I --•12'O.G. • 12 O.G O.G.57A55ERED° O 12' O G o b"O.G. j COVERING IS'APPLIED 1.1- 20 a.STRAP - -- _- LOCATION I LOCATION 2 LOCATION 5 ToJOISTS STUD 6YP5UM BOARD 9 Tw0 ROWS 12"O.G. UNi or THREE ROWS 12"O.G. Q DOUBLE PLATE- • 5d COOLER NAILS a 10' O.C. (10) ad NAILS BEAM SELECTION w/ 57D. NAILING LOCATION 4 JOIST SHALL BE LCGATED DIRECTLY *�� ENDWALL STUDS AS NOTED IN NOTES 7 4 8 DENOTES ALT.FOR USE OF DRYWALL SCREWS S NONCOMBUSTIBLE ALTERNATE OVER STUDS, UNLESS TOP PLATE IS 4"a EDGE/12"o FIELD FULLY BLOCKED cow FOPPIN PPIN6 LOCATION x I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRESTOPPING OP GIRDER DESIGNED TO CARRY THE LOAD 501#6 - lYa°TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWO ROWS 6"O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL jli INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT OVERLAID ROOF S.STAGGER EACH ROW of FASTENERS BY 12". 2"SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER r b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION -1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T 2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS 12"OR LESS FIRESTOPPINGIII pill 4 8d NAILS LOCATION 6 LOCATION a a EA.END® R.R. 6.5 ROWS of Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 14",Ib"t 16". FULL WIDTH LOCATION 10 i 2 x BLOCKING Z O I I 1 v I 1 w I I I N �ONSTRUCTI ON DETAILS W ND LOAD BATH �ONNECTI ON DETAILS TOP PLATE I DRILL 2"(P INTO ROOF DECK FOR STRAPPING IN5TL. NOT TO SCALE NTERSE OTI ON DETAIL EXIST.OR NEW NEW R.R.SET W/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod ONTINUOUS LOWER TOE NAILS NOTED GONT. BLOCKING TOP PLATE SPIKED ALIGN NEW $ EX. R.R.AS SHOWN KING STUDS----- PLAN VIEW I NOTE: SIMILAR® 'SHED' WOOD JOIST-- WOOD .JO 15 i ROOF,R.R. IN LINE _—_- BLOCK I NG - JOIST HANGER HEADER GENERAL REQUIREMENTS FOR OENERAL REOU I REMENTS FOR ---- - '- W INSTALLATION OF CL I NGHE P NAILS I N5TALLAT I ON OF TOE-NAILS C 1 RDERMEADER- JACK STUDS j WOOD GIRDER - -W- - — ---- --�— - WOOD JOIST - -- _ -- - MAIN MEMBER --- - r — � I I�0• 30" 0 JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: .X5 APPROX. 30° w/THE MAIN MEMBER 3 STARTED APPROX. J� THE LENGTH OF THE NAIL FROM THE MEMBER END, ®� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST n TIL I 51X TIMES THE DIAM. OF THE NAIL -- N OVA 1 I RAFTER-------- - - f 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN5 JOIST WALL- STUD WALL STUD - ---------- BOTTOM PLATE BOTTOM PLATE--- WHEN FASTENED TO A FASTENED TOP PLATE TO 3 TOE NAILS 2015 GABRIELLA COURT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - -- SUB FLOOR . DOUBLE JOIST DOUBLE JOIST-- ---- TOP PLATE: MATTITUCK, N.Y. 11952 GH I M. CHASE: SE:CURI NO ® STD. SIDE WALL DRAWING TITLE: NALL STUD --------------- ---- - ---- ---------------- FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE FIREBLOCKING DETAILS (SIM. ® CHASE WITHIIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 3 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) � ,� PAGE: TOP PLATED I D RESISTANT CONSTRUCTION �ONNE�TOR5 CHIM. CHASE WALL Q Q z - - ---- ---- —---- --- Z ICI GONNEGTI ON LOGATI ON: PART NUMBER: NOTES: _ " 04m00 III WGmu - -- _ I APPLY TO EACH PAIR OF RAFTERS nz. Q I I RIDOE-TO-RAFTERS GS20 © 21 I ' Q3 - ® RAFTER-TO-WALL H� APPLY TO EACH RAFTER ° z4 - - - - -- ----- -- - -- - ---- ----- ---- DATE: 11/17/20 4 OF 17 ROOF IL z z j N � o j RAFTER-TO-PLATE: H8 or H25 APPLY TO EACH RAFTER REOV SLOG PLATE-TO-WALL STUD ---- - - KING z ; G520 © 18" M--' TO ALIGN w/ STRAPPING Q a APPLY TO E:AGH WALL STUD 0 A ® EA. LEVEL ABOVE ® �n 4 - - - II - - - -- -- -- - ---- ---- z 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 56 APPLY TO E:AGH WALL STUD THE FIRST FL. w K STUD G520 12 FLOOR/GLG. HEADER-TO-JA'' 11 -- -- -- -- !��`��c`�4° -••,'- ��i: C'.� r j - --- - - --- - -------PP TO G GK STUD ---- � �; :, ,�•,',. �;.,��. .. So CRIPPLE STUD-TO-HEADER H5 - - APPLY TO EACH CRIPPLE STUD '^c G i i III , SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 51DE:WALL END !! 1ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE �F 114 SIDE VIEW PLAN VIEW (USE: WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. -- -- ----- -- - - EXIST. HOOD DECK k STAIR TO BE REMOVED _ EXISTING TO BE DEMOLISHED r r NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W WHEN APPLICABLE) EXISTING TO REMAIN J - I I NEW FOUNDATION WALL Q -: - NEW WOOD FRAME (L.G. l 5TL. WHEN APPLICABLE) ' EXIST. I DN.I O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J WOOD FRAME (L.G. STL. POST FOR 4" WALLS - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �- EXIST. WOOD POST FOR b" WALLS), U.O.N. DECK NEW 2-HR FIRE RATED d WOOD FRAME (L.G. STL. WHEN APPLICABLE) Z O _ ! I i I I I I I I I J I II ALL EXISTING HINDOH5 8 EXIST. BILGO J00 I I DOORS TO BE REMOVED ENTRANCE TO BE EXIST. VAN ITY REMOVED Z ri TO BE REMOVED 8 REUSED - -- -- - - - Y O ZH � I c J N EXIST. D W W CO BATHROOM / rL Q Q II II II II G EXIST. ' KITCHEN EXIST. HATER HEATER EXIST. DININ j � J TO BE REMOVED (NOT ROOM —/ ---- IN USE) W I i I -- I - - - EXIST. OIL TANK ---I ALL EXISTING CABINETS, TO BE REMOVED PLUMBING FIXTURES d ,I'I MOT IN USE) II I I I I APPLIANCES TO BE REMOVED I I , I I = J II- U J EXIST. LAUNDRY 1 � � ROOM EXIST. PROPANE TANKS TO BE REMOVED F I,T REF. - - - - FI - - - I EXIST. GIRDER ALL INTERIOR HALLS TO BE 1 I REMOVED. CONTRACTOR TO SECURE ALL EXISTING STRUCTURE I 1 PRIOR TO DEMOLITION. EXIST. FIREPLACE d - EXIST. FIREPLACE -i - CHIMNEY TO BE FOUNDATION TO BE REMOVED r - REMOVE PORTION EXIST. STAIR TO BE REMOVE PORTION REMOVED - - -OF HALL FOR NEH - OF WALL FOR NEW ---- / REMOVED 6'-5" HIGH OPENING b-8" HIGH DOOR i - EXIST. -- { EXIST. LIVING BEDROOM - - ROOM I i I i C ITT. I I I I EXIST. HALL HUNG -- -i COMBINATION BOILER/WATER ALL EXISTING WINDOWS 6 i t I I EXIST. U-TRAP HEATER TO BE REMOVED I DOORS TO BE REMOVED I I II i -- - C� EXIST. ELECTRIC PANEL - - - - - -r - - I I i I I EXIST. COVERED PORCH CONTRACTOR TO SECURE ALL EXISTING ROOF STRUCTURE STRUCTURE UNDER PRIOR TO REMOVING EXISTING EXIST. PORCH STRUCTURE EXIPORCH TO BEED� CONTRACTOR TO SECURE ALL EXISTING ROOF STRUCTURE -"- --- - -- -- --- - - --- - - -DN. - - - - -- - - - --- - - - -- REMOVED TINO PRIOR TO �R!°MO VING EXIS FOUNDATION STRUCTURE ! EXIST. PORCH b STEPS - - --- - TO BE REMOVED; EXISTING ROOF FROFOSEI7 FOUNDATION I7EMOL I TI Oil PLAN STRUCTURE TO REMAIN F I RST FLOOR DEMOLITION FLAN - SCALE: I/4" = I'-O" o I SCALE: 1/4" = 1'-0" - - - - - - - - - - - - - - - -1 ui ALL EXISTINDOW5 Ill DOORS TO BE REMOVED I � I PROJECT: G WIN I I EXIST. SOLAR PANELS TO BE DISCONNECTED, REMOVED B - - I I RELOCATED TO YARD I D E M A R C 0 -- - -- - L -� RENOVATION --- ""- - -- EXIST. 1---I � - h BATHROOM I � 2015 GABRIELLA COURT I � I -TI I I CONTRACTOR TO REMOVE ALL I I MATTITUCK, N.Y. 11952 --- - -- - EXISTING ROOF SHINGLES;ALL EXIST. I I STRUCTURE TO REMAIN. ---- ------_ --_ � DRAWING TITLE: Ii - INTERIOR WALLS TO BE I I I GL. J - - -- REMOVED. CONTRACTOR TO ° I I PROPOSED DEMOLITION PLANS SECURE ALL EX15TINO STRUCTURE EXIST. - - -- -- 1 PRIOR TO DEMOLITION. HALLWAY EXIST. I I I C I'T EXIST. I I REMOVED BEDROOM EXIST. DORMERS TO BE � , PAGE: BEDROOM UA I I I i I I I i i II ■ ALL EXISTING HINDOWS 8 II I DOORS TO BE REMOVED I � ! - — — - - - - - - - - � � '— _ _ _ _ _ —I' � II � T =====J DATE: 11/17/20 5 OF17 - � I � - - � I I �' - EXIST. - - - - -I EGIIST. CL. - - I -- II I II I II i I - - --- - - - - -- - -- - -- L ' (S i=iZOi�OS 1� SECON FLOOR EMOL I TI ON FLAN 7 I7 �. 50ALE: 1/4" = 1'-0" FROFOSED ROOF I�)EMOL I T I OI V FLAN 5GALE: 1/4" = 1--0" i POOR 5GHEPULE -- ------ --------- -DOOR MATERIAL - I I NEW PARTIAL HEIGHT EXI5TING TO BE DEMOLISHEDLLJ W WOOD FRAME (L.G. 5TL. TAG DESCRIPTION dt NOTES \ \' WHEN APPLICABLE) _J WIDTH HEIGHT d E ISTING TO REMAIN I NEW FOUNDATION WALL NE Q W WOOD FRAME (L.G.l I - - - - --: - STL. WHEN APPLICABLE) \, 1 BASEMENT I • ,I \-_ V ' NSW I HR FIRE RATED MIN. OST2FOR 4" WALLS STRUCTURAL -J 27 SINGLE 3-0 b'-8" --- _ WOOD FRAME (L G. 5TL. �' - - -IL — -- -- _- _ _-- __-- - - .:: __- . - f --- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F- POST FOR b" WALLS), U.O.N. SINGLE 3 -- 6'-8" • NEW 2-HR FIRE RATED O 11 WOOD FRAME (L.6. 5TL. -- - WHEN APPLICABLE) �- Z O 2t H FOUNDATION PLAN NOTES Q � PROVIDE NEW WALL-HUNG GAS COMBINATION (D 1. I. BY "NAVIEN" MODEL #NCB-•240E OR APPROVED EQUAL 2.MAX GAS INPUT: I1114,900 BTU/HR;CONNECT TO NEW oo PROPANE TANK Z 0) (D OPROVIDE NEW 100 GALLON HOT WATER STORAGE C) TANK; INSTALL AS PER MANUFACT. SPECS J O QZT"I PROVIDE (1) NEW 5 TON F-,rDRONIC AIR HANDLER: J N O I. UNITS BY "CARRIER" OR APPROVED EQUAL W 2.PROVIDE TONNAGE FOR FIP57 FLOOR "ZONE 11;UNIT LOCATED IN BASEMENT. 5EG. FLOOR "ZONE 2,;UNIT W Lo LOCATED IN ATTIC. 3. PROVIDE HOT WATER COIL AND CONNECT HOT WATER �-IJO FROM NEW BOILER TO NEYq COIL. FREEZE PROOF HOSE BIB_ UJI O4 FASTENED w/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) FOUND $ POSTS FOR ND, DECK: 1 w O 4"x4" WD. P.T. P05T 8 8" P. ,CONG. PIER UPON 12"XI2"X5" P. Q GONG. PAD FT6. AS PER DECK DETAIL (TYP.) J OFOUND 4 POSTS FOR IND. DECK: - - - - 4"x4" WD. P.T. P05T $ 12" P. GONG. PIER UPON IS"XIS"XI2" P. GONG. PAD FT6. AS PER DECK DETAIL (TYP) �; ;,:;• t- _ FOR WOOD STAIRS ® GRADE: I O1 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON R Y ' b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® MAX. I&" O.G., U.O.N. (MIN. 3 5TRINGER5) TYPICAL LEDGER BOARD ® EXT. DECK: 5 1 O8 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 1 2. SECURED w/ (2) 5/5" 0 x 15" LONG H.D. GAL. LAO BOLTS jr4 A-401 ® 1611 O.G. 3. INSTALL H.D. 6ALV. JOI5T HANGERS BY '51MP5ON' (OR 4. EPROVIDE FLASHING TUCKED UNDERNEATH SIDING E I O BENT OVER TOP EDGE OF LEDGER BD. - 5. SEE NOTED DETAIL Y I HOLDOWN: 10 HOLDOWN 'D' AS PER PACE 6-003 ° 7 II BEAM POCKET (TYP) 8'-by2" I NEW WATER FILTRATION SYSTEM FOR ENTIRE HOME; EGRESS WINDOW WELL: 12 SPECSO SELECT BRAND; INSTALL AS PER MANUFT. PROVIDE NEW EGRESS W W INDO WELL BY ROGKWELL,ELITE SERIES _ bb"W.X60"H. OR EQUIVALENT. g Q INSTALL AS PER MAN. SPECS. O b cr 25'-O � � m Q 4 d' I 10 0 - _ 19 UNDER-FLOOR VENTILATION - - - cn � 1 FLOOR 457 S.F. CJ V W j AREA % REO. S.F. PROV. 1 UNDER-FLOOR I 0 VENT VENTILATION 0 _ _ 1 -- -- --- - -- -- I REG2'D 3.0 S.F. 12.4 S.F. ---- -- ---- -- i � I � I FLO OR --- - AREA 350 S.F. UJI % REO. S.F. PROV.VENT - - -- --' REG2'D 2.3 S.F. 5.0 S.F. Q I I NEW BASEMENT EX15TIN6 I PROJECT: _ 45-7 S.F. BASEMENT NEW GONG. ( 28 I II _g PAD FOR AG D E M A R CO F� CONDENSORS EXIST. 3.5" Q ZD - ( - STEEL COLUMNS — — — — j (TYP.) RENOVATION �- = I ' NE 3BASEMENTO ( - --- -- -- -- --- ---- -- r _ -____ NEW SLAB ON O 12 j GRADE m 2015 GABRIELLA COURT - / MATTITUCK, N.Y. 11952 PROP05ED SLAB v\ r - v ON 6RADE j DRAWING TITLE: x _ I --l - PROPOSED FOUNDATION PLAN NEW FOUND. WALL FOR MASONRY ---I-- = I FIREPLACE -- .0 EXIST. i I I-I U-TRAP I I1 I i I A-301 EXIST. j uP PAGE: • ELECTRIC � ' . - - - - mg d o f—PANEL ! gI A& 0% 0 udw A-1 Z - I PROPOSED - --- - - 11-OU N Z-0RAWLSPAGE ul g IO u� 5 DATE: 11/17/20 6 OF 17 m I N � NEW SUPPLY LINE TO NEW BURIED - - - -- --- -- - - p` PROPANE TANK;SEE 51TE PLAN FOR TANK LOCATION;MAINTAIN N • C � -^;t'?,fr ��`'�� MINIMUM 5' 5EPARATION FROM SEPTIC LINES - - - -- -- --- — -- - — -- -- — — -- -- -- - --- -- -- -- -- - - — -- - - - � ." 10 3'-O" 8'-O" 2'-6" (,) �3 Yl l.0") 0 0 F !�1 a\� 0 FROFCSF-D FOUNDATION PLAN `� 2,':�15 S.E. O ROSS AREA; EASEMENT TO E3E UNHEATED UNE I N I SHED SCALE: 1/4" = 1'-0" 1?OOR 5GI-}EDUI.E - T H - - - ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.S. SEE PAGE "0-005" FOR NAILING 8 /^ I I T ERAL STRAPPING DETAILS. �/ �{ _ DOOR MATERIAL -- --- WINDON CHART - - --- -- } - PARTIAL HEIGHT DESCRIPTICN Q 4 N _.. - .. .. - EXISTING TO BE DEMOLISHED NEW W TA6 I � til NOTES I �'- . WIDTH HEIGHT 0 .1 d EGRESS �r ! WOOD FRAME (L.G. STL. uj © 1 < ROUGH OPENING WINDOW DIMENSION CLEAR �' WHEN APPLICABLE) J 3 # OPENING WINDOW EXISTING TO REMAIN AG I I T TYPE MODEL '-/.- - -JI � -�•-�-_...,.._. ............. ....._...._.-.__�._......-.-_._._.... .�...• --- - - -- --- ..._._-_ .. _...._. � ' -- - -I - wDTH REaD: 20 I NOTE I r NEW W OO FRAME (L.G. NEW FOUNDATION WA LL HEI5HT Ea'D•24„ EXTERIOR WIDTH HIGH IDT HEIGHT STL. WHEN APPLICABLE) OPEN RE 57 S.F. Q OI DOUBLE SWINcS-IN - 2'-5" b'-5" • -I'I :, A TW26510 2-5 4 O 2--7 4'-O �' O , - - I I--•--�--••I - � N. (2) 2"x4" STRUCTURAL J ' - i DOUBLE-HUNG - '� `' NEW I HR FIRE RATED MI __._._. i CTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS -� DOUBLE-HUNG _ - �...... I --� � / N. O2 I� I 11 '._ •_l_-_...«.... - _- - _:-._ ..__ -_:___-_ ' 1 11 -_-.,• t 13 II I OVERHEAD q-O -- - -7-O -----r - B Tw26510 2-8 4-0 ( 2-7 4-O -- WHEN APPLICABLE) POI ST(FOR xb" WALRLUS U.O.N. ----- , G �' DOUBLE-HUNG= _ Tw26510 <_. cr 8. „;_...:) _4 T1� v 2,--T 4'-O NEW 2-HR FIRE RATED ), O I 03 OVERHEAD q O "I O • ( 8 ! WOOD FRAME L.G. STL. a. - _ . I-- - ) 2-7 WHEN APPLICABLE) �- 04 3-O �! 6 E _ -- - 2 4 4 „ -- l - __ -�,- - BARN DOORS - _ L--._::W - - - --- - - ' y DOUBLE SLIDING -;II (2) I, I'i I, D DOUBLE HUNG TW2642 i O +, 31 1 „ �j It 1 05 p SINGLE 2'-5" 6'-5" ► ' E l _ TW2642 2`-5 4 4 2-7 4-4 NOTES =DOUBLE HUNG 1 ( PLAN r ( FLOOR F DOUBLE-HUNG TW2452 I 2-6 I 5 4J" - 2_5 1 „ :. •I, rW -- -- - 3-4 DOOR NOTE: NEW LAUNDRY: WINDOW NOTE: Z O6 DOUBLE SLIDERS 5'-O" 6 8 -- ,_ - - O I. INSTALL INTERIOR DOORS WHEN GALLED OUT ON O I. NEW wASH / DRY HOOK UP �? I. ALL WINDOWS 4 DOORS SHALL BE ANDER5EN 400 Q =7 IN -- - -- I „ G DOUBLE)HUNG TW2642 2'-8 " 4'-4 " , 2--f 4'-4 PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM DOOR DIM.'s SERIES (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. 2.INSTALL EXTERIOR DOORS WHEN GALLED OUT ON w/SIZE OF EQUIP. FOR SUBSTITUTIONS,5EE NOTE #q IN "GLASS W 07 -DOUBLE SWINc'- 3-0 6'-8 I _-_ - - - -- - - -- H DOUBLE-HUNG TW26210 2'-8 5'-O 2'-� �' S'-p PLANS BY 'THERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS AS REa'S PER MANU. WINDOWS AND DOORS" ON PAGE 6-002 IF J - INTERIOR - FIRST FLOOR - - $ I _-- -- - 3. DOOR TYPE TO SELECT CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL •� 00 4.INSTALL AS PER MANU SPEG.'s HAVE STRAIGHT ARM HINGE WHEN > 'l• O J DOUBLE-HUNG I - - TW2052 2 2 3-4 2-1 3. PROVIDE 2) 2"x8" HDR.,U.O.N. DRYER EXHAUST NOTE: 2.IF DOUBLE HUNG - ALL DBC. HUNG WNDWS TO BE Z M CD -- - --- -- ----- - - - -- _ -- -- - - 31 1 j! 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR TILT WASH - 08 DOUBLE SWIi�IG 2 O 6-8 • 5-4 - _ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. J �"� I _ r Oq DOUBLE SWING 2 0 l 6 8 • K I DOUBLE-HUNG TN210410 5.51 S.F. OPENINGS 4.5EE PAGE G-003 FOR FRAMING ELEMENTS AROUND STAIR RAILING NOTE: 5. DUCT 51ZE AS PER MANU. WINDOWS (TYP. FOR ALL) U.O.N. Z ? W/ CENTER O I. ALL STAIRS SHALL HAVE MAX. ?-5/4" RI d 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER a Z '�� -- - _ '{ i f u I " 1, h „ MIN. 10" Tr - RISERS SHALL BE CLOSED S. TRANSITION DUCTS SHALL NOT$E CONGEALED WITHIN J N 10 SINGLE L 2-b b-8 L • L CASEMENT GXI4 Z-8 4-0 2--I 4-O '1.7 S.F. MEETING 2 42" HI6 5U. RAIL RAIL E SPINDLE PAGING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO EGRESS NOTE: W f lr - - _ NOT TO ALLOW PASSAGE OF A 4" SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM IN COMPLIANCE WITH NEW PORK STATE BUILDING Ln Ix Till II SINGLE -- - -- JI-- 2'-6" -- 111 ---b'-8"- _t __ ---- - I --- - _ - _ I W/ CENTER I 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS NOT TO CODE SEA I` Ln �_-_." - -- --- 2 7 4'-4 8.6 S.F. MEETING SECTION R510.2.1, THE FOLLOWING MEANS OF • M CASEMENT GXI45- 2-8 4-5 - TO ALLOW PASSAGE OF A 4 4t SPHERE EXCEED & FEET AND SHALL BE LISTED AND LABELED EORE55 SHALL BE FOLLOWED: O Q r1 1 It 1 11 .. 12 DOUBLE SWING 2-O I I 5. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. l� .J O _ -.:- Ir RAIL 3...._. it - jI �- 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D NET CLEAR OPENING........... 5."1 S.F. N (2J TW2636 2'8 .II: ; ,'8 i 2--1 5'-8 15 DOUBLE SWING 2'-01, b' S" • DOUBLE-HUNG 8 � $ SMOKE DETECTOR / GO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NET CLEAR HEIGHT............... 24" MINIMUM V,J 5 CONTRACT OR SHALL PROVIDE RUNNING IN THE❑ IDE CODE COMPLIANT DIRECTION OF AIR FLOW. EXHAUST NET CLEAR WIDTH................. 20" MINIMUM - --- ! - -- -- -_ _. I. I' SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL �,I I 1r - --_ 14 l 51NOLE l 2-0' 6-8 ----1( • - - HARD WIRED To EACH OTHER w/BATTERY BACKUP. SCREWS ELECTRICAL PANEL: �-- __- - _ =_1 2.INSTALL ALL AS PER MANU. 5PEG.'5 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �g NEW ELECTRICAL PANEL LOCATION;ALL U .I 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATION TO THE WALL OR ROOF TERMINATION. THE -- -�r - -- INSTALLATION AS PER NY5 ELECTRICAL CODE W 15 SINGLE 2 O I b-8 • IN COMPLIANCE WITH LOCAL GORE MAX. LENGTH OF HE HALL BE REDUCED 2. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° V -__I BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PROVIDE NEW 6A5 FIREPLACE INSERT. HOMEOWNER - - o J -- - - - - - -- - - - - -- NEW ATTIC ACCESS - PULL DOWN STAIR: NOT INCLUDE THE TRANSITION DUCT. TO SELECT. CONNECT AS PER MANUFACTURER SIPEGS; Ib SINGLE POGk:ET 2-O 6-8 --- - �- r O I. MIN. 550 # CAPACITY PROVIDE ALL NECESSARY VENTING. I"I SINGLE 2'-6" I� 6'-8 • - ^- 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. - - -- -_- - 7 ELECTRICAL METER 22"x50")I - - - O : Io NEW WOOD DECK: ��- 1 „ 1 k .. --- - - 5. - HR FIRE RATED NEW ELEG. METER AS PER NY5 MEGH. CODE, 4 -[::::: ,a - - SINGLE=== _--= - 2-8 - b-8 ( • IPE OR TIMBERTEGH;H.O. TO SELECT FINISH; INSTALL A5 111 III - -_ - - �� 2 �L. FRAMING WHEN NEW OPENING UTILITY GO• STANDARDS -- PER MANUF. 5PEC5 �. 1-- II , „ -_ - -- _ 5. IN5TA" MANU. SPEG.'s -- Iq SINGLE 2-8 6-8 * mm I' CONS LT H.O. FOR PRECISE LOCATION OF ACCESS fir„ �` INTERIOR - SECOND FLOOR 32' O" -� x 20 SINGLE 2-6 6-8 • --- - - � r NEW °.. - 21 III _SINGLE 2'-O" _ �. 61_8 ��• � I DN. � I - , " I' , " 22 SINGLE 2-b 6-5 • 25 DOUBLE POCKET 2'-5'-- J 6' - -�� - - - --I� NEW' - - - MOD --- WOODI SDK DN.' 24 SINGLE 2' 6" 6'-5" • SOUNDPROOF _ I I fi I I 25 SINGLE 61 51, ' • i. to - 6-f5 S.F. 26 SINGLE 2-O 6'-8 -- • D --� - „ I{ - --- LINE OF tiJ - llII -- F --- -J� -........ - --- �_- -- ❑ i _ _ .. COVERED O BASEMENT PORCH 27 SINGLE 3'-O" 6' 8" • =- - ------ -- r -.4' .- ----_ - I --__ - � '➢ i I 15'-"1y2" 15, 7y II - 3'-5" 6'-I" 6'-I" 2-II" , O I 28 SINGLE I 3'-O" 6'-5" • , - - - - -- - - -- - - - --- - � � 5'-10" 10'-O" 4'-5" 5'-5" _ ----"- --- /121 b'-10" �'-b" „ „ 1 „ ° r 04 I 12 O 18 I 8" 3-6 PROVIDE NEW POT SOUNDPROOFING H FILLER H H H CEILING OF GARAGE +� N /// FAUCET WORKROOM - i II - - EW WOOD - -_ .. NATURAL LIGHT $ ob F° I � 05 NEW BURNING � O OPEN SHELVES WORKROC�x STOVE . I V VENTILATION DRNR.' NEW O 252 S.F. � --- --- - -- -- - -- j MICRO.; BUILT-INS 4 NEW I, R UNCONDITIONED SPACE �. W AREA - -„ - „ HAG WATE g - - --- ---- - FLOOR NEW 215 S.F. STORAGE � O BEDROOM REG. S.F. PROV. 4-O >�-4-3 3-O 7'_q" MUDROOM 5 SUPPLY; 215 S.F. - INSULATE AS NEW D ON LIGHT NEW DINING _ STOVE TOON PINDUCTI W/ O O qo S.F. `( I ) - _ - REQUIRED _ ADDITIONAL �a,p I'L2 S.F. 20.q S.F. ROOM O ELECTRIC OVEN `r `t - IT 220AMP Iq ELECTRIC o VENT 5.6 S.F. 11.1 S.F. 12o S.F. O lo'-b" 4_0 l - I5'-b' I-- REaD36' HIGH ISLAND 4'-5" 5'-2" 3'-II" -- -, T-10" L I NEw - ---- ---- PROJECT: - I I KITCHEN `� . 77 h NEW BUILT-IN BENCH W/ -� - IS _ I �' II STORAGE UNDER 23o S.F. W.R. II N _ o - - 14-O" 3'-6 I 4 O DEMARCO 0 I NEW (5) Tr O N - RENOVATION oa 1-8 • 10'-0. 1 i 23'-0° Io-o I ey,1 � `� ----- - SM/GO - u� 42 HIGH COUNTER 2 lyI j DN. ® 10 O NEW NEW to il 1"i - N 5'_Ty2" - -0 CENTERED - - -- -- ------- - 2' --- NEW FULL HEIGHT D TERED WITH --- - ABOVE DNS 4'-O"- I'1'_61, r DORMERS PANTRY I - --- •- � 2015 GABRIELLA COURT - 4-10 O ❑ CL ®® MATTITUCK, N.Y. 11952 5 • m cV - m SM GO I, O NEW FOYERI DRAWING TITLE. NEW - Iq0 S.F. --- _ - -__ PROVIDE PROPOSED FIRST FLOOR PLAN GONDE SER5 NATURAL LIGHT SOUNDPROOFING VENTILATION 1, Z_I - - -- CEILING OF GARAGE k/ -I NEW °GREAT WORKROOM Q FLOOR �., I i i- �I i- �, �_ 2 BEDROOM NEN AREA Iq5 S.F. ! m �' m ROOM J 400 S.F. / OPEN TO 00 0 � REG. S.F. PROV. O j DUAL wOOD CCC/// ' Iq5 S.F. _ 15 t- NEW 2 GAR 0 BURNING/6A5 ABOVE in LIGHT 0 FIREPLACE GARAGE 15.6 S.F. 20.q S.F. T r � tt m--- REa'D t-- 0 600 S.F.LJ o PAGE: VENT _II-II" q - -� --- UNCONDITIONED SPACE p A-501 -- 0 31 0 0 IF ul In m -N a ■ - RADIANT dJ FLOOR � ^ ' HEATING K '� ) u m Q01 0 1/17/2 7 OF 17 _- oI -- -__ DATE: 1 0 NEW y 1 BATHROOM 4 a' NEw COVERED to i r I6 120 S.F. f 0 J) m O PORCH D �p „ 50 S.F. 10 N Ra 5-2 - _ I .� �,� 23 °� t7 it 1 - NEw �. . . DN. t - --- -- - -- 2, oil - - .,. ,� E E 2 - 2 -022,-O" A 5'-10" 10'-O" 4'-211 7+_I" 10'-10 _l „ ry,• C y2 I I y2 b q -- -- --- t•, 18'-O „ IS'-b ------ PROPOSED FIRST FLOOR PLAN ---- - -- 2,000 S.F. HAE3 1 TAE3LE SFAGE; 2,Cf 13 S.F. O ROSS AREA SCALE: 1/411 = I'-o° w I . � � - . - I � � - - � I . I � - : I -------- __ _____ _ _ _______________ _________ ___ ____ _ -______ - __ ,____;___,___- 11 . ___ .__--�_-,- � . .1 I I � � I ALL NEH NINDONS $ DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE PAOE "O-005" FOP, NAILINO 4 DOOR 50HEDULE � I . � I 5TRAPPINO DETAILS. OENE=F�AL 5***rt"-150L <ENI 1i ------- - , ____ ___,_________�________------ ___---___ '',-,----''-,-,-,-----,�"''--,-"",-�. ________ __ ___ - - 11 _1____1__ __1----ll [,-�-----,--��----,-��-,��-------,�,.�"----�-------�-,----,------�,-�-,�-�--,,�----",-�,--,�-,�-��----.--,------� ,-�-,� "�-"--",��--,��-- ",�, --�",�-,�,-- "-�",-''-",-.�;,-�,--��"", - �, ___-----_____ �,e -----------,-------------�.---..----------------,-------------------.-------------- < DOOR MATERIAL 11 :: I' I---_----------- --, " � I - I ----- --- --- -- ------------�il--�----,--,--.-,--,-,--, �� ViINDON CHART 1� �,- , 11�1'11 I NEH PARTIAL HEI5HT a 111 �___� I, , , I�, r- � ! I � ."/ - EX15TINO TO BE DEMOLISHED I __ __ ,-,,,,,I,,,,, , -,,-,,IL* 1*,I-I-, - L � � � I I . � � - I __ -� I I � - I � � . I :., ",,. , , . r_ - :1 uj � . . , DESCRIPTION _____ � () 0) � NOTES iI __- �l - - --' "---"- I; , i , ,� / ,\ 4 HOOD FRAME (L.O. 57L. Lli 7A5 I ! ; 1: EORES5 i ,�'�- , I � I � i 1� " , " / I NHEN APPLICABLE) �; i 11 � �� : , �,� ,j\� . �' , \ 11 1: I � i : CLEAR , I I _j I � I! :1 ROi OPENINO I NINDOH DIMENSION I i/ - � " /1 . __,[ ], ---,-,-,-, in I , , I HIPTH HEIeHT I 0 ; b il < i I 1� I I r15TINO TO REMAIN ! �; -, I � I I' � �� OFENINO I NINDON I , " _-,�� I/ --- � I I ! i I i ,1� I�__ '��z__ �L �� i NIDTH R'EI . --- "� : 1i I 11 I - � I - --I- - ay. 20" i NOTE NEH FOUNDATION HALL � i 2 11 x 11 IS I TAO i TYPE I MODEL # [_ __ -___ - - _______ ---I - - __ I, 41 - I l, 11 I'L � - 'I I � __�__�_"_,__ � N=Y4 YXIC.-JU11 FFR�AME (L.O. 1 � i I , � I ' -- -----------__ 1 � �_____ ____ , - ---"---' LL-1 11 - I t - :HEIOHT REG'D:24" � � � � I " . I if I :� �i � � I / �, 1,' 1� STL. NHEN APPLICABLE) I m I �� ! :� NIDTH 11 HEIOHT :OPEN Ri 5.7 B.F.i i \\ . :I I I - - - __� __ ______ -,----,:- -__- ,� . 1, I / I : I i I ., I _�X_TERIOR - i �; �� __�� I,oI TH 7HT � - " ' I - - __ ___ _____ - _�___ 1! HEIC - � __11 - - - I I I . )� I , IF-----L--,-,--�---�".------,,-"-��=��--��I �____ -,------ ,-- 11 : ii. I I I I 'I , -.111, I �: -----I I I t i I , ,�, _ -, , ii 1i (2) 1 11 I I I \\,� ' / I i i A TIN26510 :2'-,-.�� J" �%� 4'-O J" i� 2'--7 8I ii 41-o J" :�, � I", ":, , i I ii ; I! I: ! i . NEN I-HR FIRE RATED MIN. (2) ZX4" 571RUCTURAL _j i I I 1 DOUBLE-HUNIs, �I i � , I 11, 01 DOUBLE 5NINO-IN 21-51, I i - I -, I . . � I it- -- I I " I 1� I'll HOOD FRAME (L.O. 57L. - ! i �i ________ - - - - I - - -1-1 -- - _I:_ ' ' _,"__ _ - 1- - r - , _j �� __ _ _* _ � J ------. ---- - ---J 'I 11 I I :1 I I -- - ______1 El P05T FOR 4" HALLS . � 1�- L__b'_5"___jl: - -_1 -11 __ ji - I - � � I I 1, I i I I -------- �--- ___ ' ' __ I I 11 (5) I TN26510 I 2'-a �" i' 4'-O g" I :2'--7 J" I 4'-O J" �I �� .1 -_______ � HHEN APPLICABLE) .71-01. � I 1! B I i ii i � I I (MIN. (2) 2"Xb" STRUCTURAL III_ I * . l� DOUBLE-Hi ! - �� : ii - - -___ �I I l - �- __ -- - __ jL___ - m - - ____ ___ ______ __ _____ - I 02 i� OVERHEAD �� cti-oll �� l, A �; - ____ ___ _i ___ - -1�-,-,�,�-��,�1--ll-"�,�-j��.,---.- ,.---�ll-�l- - 11 11 ___ _ _____ __ -1_ I— -[ 1-1 I—-� _-.,-. _ '� - -- I 11 I P05T FOR b" HALLS), i iI ____________ - ___ ___ __ ______ ___ - - �, i I if I! ii , 11 �i (5) 1, I� I 2-HR FIRE RATED 0 0 i - ii I ,I ii ,I ; I t � 1, I i I -7'-O" ___ F_,___1, I 0 l� I T1^126510 I :21-a � 4'-O J" �� 2'--1 J" i� 4'-O 9" l I �l z . !: !! DOUBLE-HUNIO I - - - � - i HOOD FRAME (L.O. 5TL. . i 11----------- -- __ii -OVERHEAD -- ��--- -- �i I I 05 � I i�t : 1: if I _j I ____ - __ I � i� --- --- I � �� - �. � I - , 11--_ - III---- I ____ - � I I I- __-________-- - i I I �_A, -- � - � I _______ . - I I, il NHEN APPLICABLE) >_ -------I!--- --- i ' �i I DOUBLE 5LIDINO-___ 1, __ -5-I I! - D_ _ - _ _I DOUBLE-HUNO I TN2(042 :2'-,D J" i, 4'-4 g" Z-1 J" �� 4'-4 g" !!! I - - - -01, I * : ��l __ : I �! I I I I z i � I -7'-(," I il ii i[ __ I - - _1 I 1_.,!_ 1 - I 11 - : 04 11 . 1A I , L_______ . .- � ___________ - :1 _11 . i BARN DOOF',S 1: i i -- I I : ___ I IL� I -___ . ! �, I I I - _____ - _ _ - __ - _____l ----------,-I I 1___i__ 1: I I i � i ! I I . - I ii - i 1 l 4'-4 J" 11 ii- __11 ______ __ - ,, I I - - - __ --------------[ __ - --(2)-- - __ �l TN2642 :2,-e� A" jj 4'-4 J" Z-1 J" m: L - __ - . ---______T - - ______ _____L__________, __ -,-,- __ - - -:.--.--, � i l, 21 l! , 'I I t i E I' ! !� 1 _511 _e� i ,� DOUBLE-HUNIs, I i I I I i ! FLOOR FLAN N07ES 1 05 ii 51NOLE (0 1� �: � L__ ______- .. - -- - - - �_, - � I 11 1 __ I - I � -_ ______ !I ------- ____ ___1- * ______- ______ 11 - 1-1- I I I I - I J ______ - - I - -____1___I_- _� , . � ---____ ______ - � � -___ I , � I _____ _______ - -----. ___________ _--f-1111 I—- 1 11 ! 1! l z __ ______ ! I I I -HUNO - 1 5'-4 J` :� Z-5 J" �i -4 g" �i ; !I 11 0 i !I I ,I HINDOH NOTE: I < 06 DOUBLE SLIPI�_--RS I 51-01, � I I i! li DOOR NOTE: NEN LAUNDRY: ci I It i� : I - -- _iI � �, I - - - - I . i , ___ I 1. INSTALL INTERIOR DOORS NHEN CALLED OUT ON 1. NEN KASH /DRY HOOK UP 1. ALL NINDON5 4 DOORS SHALL BE ANDERSEN 400 .... w , �: . li i 2, ( -____ � (01-951, � 1�1_1 -11 - F ________F----- - -!�-- DOUBLE �� TV42452 0 ,41, 5' , ___ - _A- � � I - __ i: i ___:F______iF _____ :, f___ - - -_ --- - - - , , , - ____ - ` - - - - - �__ - _____ _ !I - - I � 11 I� : I , I ; :1 i PLANS BY `,JELr,>-1'11EN' (OR EOUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 5ERIE5 (AS NOTED); INSTALL AS PEP,MANU. SPEC.S. ___ ____ ____ _ ------- -- 51 I Tp-I _5 �" !I 4'-4 g" : 2'-'7 J" : 4'-4 J" I _011 �: ij . il I ( 42 ! 2 zr I 1� : i t LLJ - �� I i ; _ _ __ - 'i ,I I I� i - � - - � :2.INSTALL EXTERIOR DOORS NHEN CALLED OUT ON W/SIZE OF EGUIP. FOR SUBSTITUTIONS'SEE NOTE #cI IN 'I _j I 0_7 DOUBLE 51NINO-IN (01-951, � DOUBLE-Hi i � r �� ______ ____� -- - ____ - - 1 . L _ _ � -, 77-- 1 (3) 0 (�) � 0 1 1 ------- ____ - _ _ - 1_-I 1________j_ --11 . - - __ ; , - - - - - � _______ - ____ - _ �� - - __ .11.1....I.I..., �� - - � - ____ -____ - I �� -,- - ___ 1__.___ __ ___ I - - i I .! I t li PLANS BY THERMATRV (OR EOUAL). 5. PROVIDE HOOK UPS AS REOS PER MANU. NINDON5 AND DOI ON PI 0-002 IF �'L _j 0c) _-, �� , � I ! - l H I DOUBLE-HUNO J� TH2(0210 i ne� J" t 5'-0 g" � .2'--7 J" �� 5'-O J" 11 i TY I �� 5.DOOR. CA5EMENT NINDONS - ALL,C5MNT Ni SHALL I i : __ I- -- I !, � > 1* C) INTERIOR - FIRST FLOOR � � I L - __ I -11 11 ,- _� ��! - - - ------ I -- - _111-11- ____________,_,____ ____ ___1_1_I— 11_111 _ I 1- I I 1-1-1 --1 _-] i - 1 __ -- __ - I I - 11 I fi I I �',:, - - - __ ---]I- ____ i : Ii 4.INSTALL AS PER MANU SPEC.'s HAVE STRA16HT ARM HINCE NHEN z 0') (O i ----,-- if ' 911 I 5.PROVIDE (2) 2"xlb" HDR., i 2.IF DOUBLE HUNO - ALL DEL. HUNO MDN5 TO BE :I T-i ,H 1� DOUBLE-HUNO 11 TV42052 , Z-2 J" : 5'-4 : .2'-I J" 1� V-4 J" �: ! 1 _� !!'___ !: ' If i 1� ij, i i , DRYER EXHAUST NOTE: I 05 DOUBLE SHI NO l� 2--O" �� (1'-e>" 11' " i 4: � : ll :� I I �� 4.SEE FA5E rv-005 FOR ALL OTHER FRAMINO 1. DUCT SHALL TERMINATE TO EXTERIOR TILT KA5H � I �� --_____J , -i (=) I �: If I I __ - - - I __1 � 1: I - - --- - ______ � - I T ---------- I �' ___ ___ - - I --- - __ __ - __ - , � If, , ''I � � :, ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O" FRO 5.ALL 5-71-AZINIS NITHIN IW OF FF TO BE TEMP. &L. 1 � if : I 61 " __ __ _____ __ f 11 z >. �� 11 -__ I -____- - _ -__ 1 __ __ 11 �ili ---------------- _____ - I __ __ - � I M ANY . - __ - - _____ - __ --- --!t--- --- -7- � 1 i K I DOUBLE-HUNO �l TH210410 l 5'-O J" I V-0 j" z-119" li 5,-Ok I 5.51 S.F. I i OPENIN05 . "I l 511 i � L i ! 4.SEE PACE 0-005 FOR FRAMINO ELEMENTS AROUND � i � 1! Oct l� DOUBLE SNI NO :21-011 �� I � � ,! i� L __ __ [ ,�, ,� .1 I -. I - - i, . STAIR 4 RAILINO NOTE: NINPONS (TYP. FOR ALL) U.O.N. < Z T-i t : I �i - I - I li i __ L__11:_1___1___1__ - _ _ - - - � � I - I � - 5. DUCT 51ZE AS PER MANU. 1 1 _____ _------_ ___ I __ __ I - ______ i ii I 11 � -___ - 1, __ I I H/ CENTER l� 1. ALL 5TAIR5 SHALL HAVE MAX. 1-3/4" R1 4 m , I ___ i (01 -,�F------ I I : 1! :j 4.DUCT SHALL BE EOUIPPED W/A BACKDRAFT DAMPER - ----- -- � I :I ;I _ _ ------il I' I - -11 il I � � Q I I I �i 11 j; I � I I :!I 4'-O �" MIN. 10" Tr - RISERS SHALL BE CLOSED LL 10 51NOLE ��, Z-61' -5.1 � O'' I] : I i I if 11 �� _j c� �L �� - _ __ I - _ ____ L� I --I 'i L I CASEMENT i CX14 11 :21-Vt` : 2'--7 � i 4'-011 1 '7.'7 5.f`:. ,; MEETINO I 5. TRAN51TION DUCTS SHALL NOT BE CONCEALED INITHIN uj (D I 1� --- -__- - �____i ___ L 1. I I � if It 11 'I �i 2. 42" H16H OUARDRAIL 4 5FINDLE SPACINO ,__ ______ - -- - , L ` - If � CONSTRUCTION. FLEXIBLE TRANSITION Di USED TO EORE55 NOTE: ------------ .. - - - ______ ____ :I- :� � j I .� RAIL I , I� I� i 1i I! _. __ _ __ _____ - �� - 1�1 t I LO = 1H � � i - __ - - __ � - I - ___ >, r !I I - - ' NOT TO ALLON PA55AOE OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM IN COMPLIANCE NITH NEN YORK STATE BUILDINO r- =) LO I j I ;: I I i H1 CENTER �� t . : 1 :, 56" HOH HANDRAIL 4 SPINDLE SPACINO NOT SHALL BE LIMITED TO SINISLE LENOTH5, NOT TO CODE, SECTION R510.2.1;THE FOLLONINO MEANS OF C) < .. II 1 � 1 1 � : I -_____ I.----- (5) -�- t i 1; � - __ _ _____ --------- ___ � ___ __ !I CX145 21-a" 1 41-5 J" Z-1 �" 1 4'-4 9" 1 5.6 S.F. I, MEETINO � ___--�- 11-----jr - ----I! ------ - - I �I M i .1 ! i TO ALLON PASSAOF- OF A 4" 0 SPHERE EXCEED 5 FEET AND SHALL BE L15TED AND LABELED EORESS SHALL BE FOLLOI^ED: T-11 _3 0 I -- F-----�7------ � CA5EM 11 . ,I , so �: (01 -I I i !I I ENT �, I I' I li I ;I -0 -,511 � 0 1 11 4 � - � I � - I - - :! - - -. � 1! DOUBLESHINO : 21-61 II : I I I ____ I i RAIL i 5. &R1FFA5LE RAIL AS PER CODE IN ACCORDANCE NITH UL 215aA. I I 51NOLE I 0 E_ --_''-] _ _1__ - �1 i 2 I - - _ __ ___ _ - --- --- -1 -A - r .- __ - __ - - __ 1 12 I , � il i I - �' I I I -11---�� I 1 - qI- -fiF I I I 6.EXHAUST DUCTS SHALL BE MIN 0.01,60" THK RIOID NET CLEAR OPENIN6........... 5.1 S.F. __ ______ ___ ______ --------- I _11_1'i1_1111__1_111 1_._F__ ___ ' _ 1 i ________ I if !, I ---------. -I------ __ ____ I I! I I ! i! 1� I I - ___ _________- ___ __ 1[ I SMOKE DETECTOR / CO DETECTOR NOTES: -HT............... 24" MINIMUM 11 - ,I______ -- , i __ - - I� ______41.,___r_jl_11 h- - ------- I l: li------ -- - 61 i 11 ! w -5.1 � ,� : I I METAL N1 SMOOTH INTERIOR SURFACES NITH JOINT5 NET CLEAR HFIC : 2.-011 l� - __ _ ____ J� i �' �" 11 51-5 J" 1 .2'-'7 ill 51-5911 ,I m 15 �l DOUBLESNINO ! 11 . 11 11 ; I i: N TI-I Z-a � i : �: I i I ii : DOUBLE-HUNO ��! i I I I 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNINO IN THE DIRECTION OF AIR FLON. EXHAUST NET CLEAR NIDTH................. 2O" MIN1MUM I ___ I - - --A - ____i__ I= ,� 'i � 11 ii i [____________ 7- - ___________________,.__ -- -_ - _ - - __i,-- _ _______ I I � I '� i ,�, (�) ___ --------- i - _____ 1 "I-11 I--_ -- - -__ - I_ - ___ __ - [ -__ - - _- I I- 1 � - I = ii-----------1 ; �, _ __ - - SMOKE / CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED NITH SHEET-METAL . i I� ii l: III .21-0" 1 HARD NIRED TO EACH OTHER N1 BATTERY BACKUP. 5CREN5 I ELECTRICAL PANEL: 14 l:l SINOLE �� v-v, � * 1! it ii I 'I. MAX. LEN67TH SHALL NOT EXCEED :25 FT FROM DRYER I ! , if I 0 __I__ __ - - : E__ ___ _______11 ___----.__________1_______ I - _____ _,__L____ _____ " -:------------- - - - ! 2.INSTALL ALL AS PER MANU. 5PEC.'s -------- ------------ . ___ __ - - _________[__jr NEA ELECTRICAL PANEL LOCATION;ALL I I f I w it �i 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATION TO THE NALL OR ROOF TERMINATION. THE INSTALLATION AS PER NYS ELECTRICAL CODE � 21-011 i: 61-VI * , � Ii 15 51NOLE I i I! i �1 I IN COMPLIANCE NITH LOCAL CODE MAX. LENOTH Or- THE DUCT SHALL BE REDUCED 2.5 0 . i l: - - ______ __1 � �� -,�� __ ____-__-_________- - � m _j ___ 11 __ (�) - r_� _______ - ___ l� -------- ______ I--------- - -1 _______ _ - - I.-A, � .11 11 ________ - ii ___-_____-______ -- - �' i I --I,----_ _________ 1 FEET FOR EACH 45* BEND AND 5 FEET FOR EACH qO* ': i: I .11 ! BEND. THE MAX. LENOTH OF THE EXHAUST DUCT DOES PROVIDE NEN OAS FIREPLACE INSERT. HOMEONNER 0 1-11 _j - 16 SINOLE POCKET ]�----- � i�- - 6-1-5.1 I 0 �I t 1� f 1� I I f i _ I I NEN ATTIC ACCESS - FULL DONN STAIR: NOT INCLUDE THE TRANSIT10N DUCT. I 0 TO SELECT. CONNECT AS PER MANUFACTURER SPECS; m �_ �� 1 1-1--1 . -,Ill________________ _ ---I - . - _____ - �I- -------,--.---- L_______.________I ___- - ________- , ", I � 1 1_4_____ 1_1l____________________ __ - 11 PROVIDE ALL NECESSARY VENTINO. < -. ,I �z i-- -________-- 11 (21 :: if i � _511 i, I I - I -------------]t 2--b" 0 : iz ll 1. MIN. 550 # CAPACITY 1 I'7 i 51NOLE I t I (�) 2.51ZE TO FIT YECH. EOUIP. THROUI OPENINO (MIN. I - 1:4, '.-p-. , L- � i �� - I .1 I- I I ,,.,�,, - _', li ______________________ I___________ ___-______ _ ________ rr �__' _V _ - __jL___-____-_________ I 22"x50") (�) ELECTRICAL METER: ! .�L"I " - - - if -------------][----__ r 1! I NEN HOOD DECK: ,_ _1 I I 11 I - :, li - �11 I 111 I I I � ". I I 61-951, 0 I 5.- HR FIRE RATED NEN ELEC. METER AS PER NY5 MECH. CODE, 4 __ 4 A '� , I , " _ �4" ,c-1 1, 15 ! . (9 IFE OR TIMBERTECH;H.O. TO SELECT FINISH; INSTALL AS '___1 - 'i 51NOLE � 2,-v, F :,I "I -- - �I I , � I : :I �I I- - -,J�__---------------__ -,---- 4.MBL. FRAMINO PI NEN OPENINO UTILITY 00. STANDARDS ,' �_ __ ____ -� -______� ___________ I�____ ________ __------- � __ � L --------------------- _. - I PER MANUF. SPECS ;p, , - - - ---- - ___ -___ - ____ Ir 1 5. INSTALL AS PER MANU. SPEC.'s __iz � I � I � I I— I I I 11 e'll l &I-511 i * � il I . 11. i idl 11 51NOLE _ 71 :2,--li - - __ , � _ i�,, I _-1: Ill __ I (b.CONSULT H.O. FOR PRECISE LOCATION OF ACCE55 � . . . ,� I I I I . .. - - I __- __- __. _ __ _' - � � ......7.7 7 7�-7_' '- - - -__ --- - I , , .............I.. � _ : � � . I I I I I I INTERIOR - SECOND FLOOR i t . 11 � 1, KT 1-1- � � 1 I 11-1 � "I 111- 1-1 11______11_11__________ I -,-r I ��I � I I I � i I . - .� I �� -a" �� - .I 1 : �� I . " I I �� 61 ��' f I I 1 :20 51 N OLE :21-611 I I I Il�! -______- ____ � �� -___ - L------------- -,---__l________1i:_,.___ , , 1:, ------- __ --------:I--- - , .- (O.-VI _____ F---,--.I-- - - , �- �,�_�: - __ - - - _ _ I I �_� -0 i ; 21 �:� 51NOLE :l 2 �[ I * 11 ; � I I—, � - ___ ]� ____ - ___ _I --- - ---i _______ ----L- ____-,�-�---�l- -, ______ - - ] p : - _____ _ - __ - I ---- ------- --- - _ _ f 61 - f ,-__ ]I I IL :1 : � _95.. 1 :22 � 51NOLE I :20-611 4 t I I I i I � - - I I ___-- �------- -- __ - - - __ - : ---- -----_�� _______- - -__- i - 0 i� -- - I -1, I ____ - __ - - - - - I � -------- -- I - - - __----- -- _____-I I ",- -I--- -_L jr - ,� - - __---- - - I . 1 25 DOUBLE POCKET �i 2.-all � (51-51. I i I � I i � I . __ L . - --------- �� 11 � ______________[______ - - I __t__*_ L-1-�I-:,--- _ � -------- __ - __ - - � __ I,--- I�-"'- _ _ __ - __ - 7 1. � I , .2. l� &I_&.1 -,I 11 1: I - 4 . � � _6 11 �1 I 24 LE I . 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Ct!!..,:-.�r.as�wnmm">a aw��m��..�ga.. __ I ', __ ......__.. .-...-_... ...... ......._.......__.._—...... _. -- aw�� \ -- -- 1�111- .11111.11�1 ..ra.."�,. .u.,,a...m.........r.�,- m.. !1 I I I I I I I - _ ..� ' x.<a .......,.. .............a..a.,,r�........... - _ ._ - r.......m u .�r.......m. .....m.,•,..mom ..: ....... ..,..;.,._ - ....... _._... ............-----_........._. ...._._--. .. ._......, ----<:; I 7 _ .».<._.gym..�: ._ .... .... -- --_ _- -......... _ _ _ RENOVATION 1; 0 11 110 __ - _ _.. _. --- -- - - _ -- - 2015 GABRIELLA COURT r - - - --- --� MATTITUCK, N.Y. 11952 — -- -- - - - - -- -- - - -- -- -- ---- I I F— --- -- --- -- -,1 -------- --- i — - - - - - -- --- --- ------------- -- — -- --- -- - — - -- DRAWING_TITLE: - — I - - - --- ----- I PROPOSED EXTERIOR ELEVATIONS -- - - -- - -- ------ - 1 I - — I - - - -- - - --- ---- ---- --- --- --- ---- ----- ---- - -- - --- - -- -- - -- - -- - I' - --- - - - - -- - - -- --- - - ------ ------ 1 I I I - - . . - - - --- - --- ----- -- --- --- ---- ----- ---- - - - I j lI I, -I 1 - - - - - - - - --- -- --- - - -- ---- -------- -- -- PA GE: I I II I II I I i 1 I I I :I 1 - - - - -- - -- - -- ---- ---- -- -- --- II 1 1 ' II 'I1 I 'j III 1'I 1 1 III ',, 11 Ili -- - - - - - - -- - - -_ - - - _- ------------- _ __ _---_--------- - __--- ------ ---.- ._ -- -___-_ A-"' 020"' 0 ;g& L %I%j -- - _- - - i -I i � i ! 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" --...- ---- I'll - L � - "i/ i � I� \ - 111.11�ll.�'ll-�Ill'-,�,=��==�l.-=-=�-.1-1�ll-�-.�n,�.11,11-�= �r==,== .......�....=,,�...== - 11 , I � , �....-nn.,.,,-.,,---=I=. ........----1--------I-.....=I====�-.1---- - - - \ -- ---- -., ,�jl`� lj.� i INSULATION - - -- ,:,f�" ,-., - �--- i �,"I'll- - ---- --- I 1,11 --- I -I I - , , 11 �� - �111-1-111111111 I ZI.r.-It""I'll 11-111-11-ZZIIZI � - -111-1-11-,,-111111111111111111,Z1111111n,r z I Z,-- , -- - - - -------------.-------�--------------- ----,---,---""-"-,----," " �". �-I - � ---- -1- '"""I'll, 11 . L - --- -- I �--t-------,--,----- 0 5/5" 67YII Br:>. kqALL FIN15H ,,, � � 1 I I� "I -1�1.11:1 I 111��.,�': -� -1 � .....--- --111- - ...I -1---1-11 I— -� � I�111'1111'1 11:1�111�11 11 L � I I I �� h I .1--l-111 - I I :�_.---twll�-�-,�,,,,,_--1111=�Zll',z"��.,--,-,� _ ___, -- --- -- ;- I i � I 71111 ---- - - - --1--1111111- -- I I --Z.--l-.1, -- I I � � � I : 11 !jj[I,- __j L-L--- 1 I 1\ � I --� -- I 1 � � :., - -,- NEN 51DINO NOTE (TYF.): i 1 � - '�' I --- ---------------- 2015 GABRIELLA COURT --- -- , I � I NEV4 i 1 t �, - -- - - --- - �-'--�:,�7 . , 1!I� ; I - "'�, ___ _______ - 7A5 CALLED OUT ON ELEVATIONS -� NEV4 i � 12 - COVERED NEN �: -��, 1. INSTALL 51DIN-C i --.,--------,-- --- I i -- I I 0 2. "TY'VEK" HOUSE NRAF (OR EGUAL) - I I , L� �� III I 1 1 I -- _ -TITUCK, N.Y. 11952 12 - . HALLPI I -11 �-� L2� . �--�I`��- -: BALCONY 5117INS ROOM ,_j -1 ------.- -- MA1 - - - - 5. INSTALL ALL AS PER MANU.'SPEO.'s 4 - -- I-------] -----------�--*k-�-j - --- -- --- --- -i � I I ! _,,,�,,�� ---- - -----w ----- - - - ------- ---------------- ----.---------I---- ---- , - -- -- --- -- --- d�....... - ILI.— 1. I ,-�--, - 4. PROVIDE ALL NECE55ARY TRIM FOR PROPER ....IIL.. ..... .. ...1. 11 "', - i --- . .------------- ----- = -- - - - �z - - - I ...��...I �-`- ---� I � 11 11 11 11 11 11 11 11 11 11 11 11 I I 11 11 . ----------- ---- INSTALLATION PROF. 5OFFIT--- �I L-- 1� I �� - i -- PROF. 50f=F=ITP'+-N L�......-.,�-�,��"--,---�.,-,��,.��-111,- - - = I DRAWING TITLE: -,- , ----- � � - ---.- ----- i--J --.----- ------------- ---.---------- - - 5. SII:�INO SHALL EXTEND TO TOP OF FOUNDATION � ELEV. +cl.cl' : I 11 - ---- -- - i --------- -- - == I = : ELEV. +cl.cl' --.,-..-.-..1...11.1111111-1- -- i --,-� 0 . � . . I ��........, -- I -1-11 -, -------- - -- l� � . - - ---"--,- PqALL 5 - I � � �� i i � i -1 .------ ----I - ------ � -----I - ---- - - � N z ,-1 11 1-1-1--ii I BUILDING SECTIONS � i: - - --- - - � - I - I --- � 1� I I ; EXTERNAL THERMAL .-.......f (� , ------- - I --- - - h i I �- - !, � -�- i I , I - � - 1 1, � : I -- I 1 ENVELOPE;BATT INSULATION \1 I I I I - z Cr - - � ! !i ! - I 1 1 � I . - t I - � - ,) FLOOR CONSTRUCTION: I I t I I - ----- 1! - -- - . - I I �� i� �� ; I + 2" FOAM;SEE CHART FAC7F - I � - I'- -- i - I - , I I --� 1. INSTALL J" 5UE-FLOOR OLUED AND 5r,RENEr�, To - ------ -- i i I I N . . I . . � 6-002 FOR REGUIREMFNT . I � .� ------ =.-�:--.-�.--:to- -------- -------- I � I � I I-- : I - �. = -, I F.J. Im I I � I� 1 1 ! 1 :: � �I I; . I ---- -/-:111-- -- ! I � V I : I I� - - 13 -- �. z i � : I I I �, ---- z i - ii ------ ------ I I � -, 2. INSTALL F.J. AS PER PLAN � - ,- ; �) � j � � I ; - -� � I �I I -\- - �' : I I i �! z - 0 -� - ii� I 1�1 I - --- I " �i z - -- i z � � I - ,I z - - ---1!-1-=- ------ ---- 1 , 5. PROVIDE R-50 INSULATION i- z � . I I I I I I �! - � 0�-- -, � 7 -- - --- -, - . 4. SPANS OVER 5' INSTALL "X" BRIDOINO a CENTER . L=--" I� - �, ! � i �� :1 1 i ----- -- II �: I - --1 --------------- - -- - I � 1 1 11 I � - � I � � 1, - � ------ - "" OF SPAIN I - - i � _ 1 I' ll - - I �- -------------.----- ---- PAGE: i 11 . - -1 - ; I I -- NEN - - I i :: ' - :1 ---------------------- . - 7 - --I : MUDROOM � ,--' � i 11 FOYER i . -- I ----OM -------.------ ---- - DECK - I - FORCH k=4 - BEDROOM OL. - --- I 1 NEPq --- - NEVIII NEV4 k t I NEN ] NEN ] I NEN COVERED I ! � �� i I � I I PROF. PEAR PECK � 1 ! -- ---- ------ - p--q I I - r.H -\ -1 -- - -- - - - _____ I - ------L .ILEA I i 1- - - - i PROF. FRONT FOR A ....,........------J--1.........�,--- - - I I - I "I 'I�. I�I..I L I...I ..,I I I�.d.."I 1.1"I j I..1'1".��','Il.l"I d.�.",I I 1.�",1 - - - .,I,I,,.L 'I,' - - - I.L,� ."." '' .I I I � ", - -111-11-11...........-- - , , - I I ,� - - - . ' ' . 1 - 1 . 1 � l , - -, . ' k ; ,( L"., "]"�,A� � , A-;'63 0 1 m 0 0 ELEV. +23' - 111-111 1--1 . -. T.- ' '�'I'l"'��'��'I' '"I"I'l 'd I",.,."T'�,.'I"'I'.,d I"''.I" L "I"I"L" %%%'�' """"' 1""""I'' I .I I 1, ... � I 11 I � A , I I ... I , - 1 1 ELEV. +23' ' ' I - 11 ,. 11 , 1, e '' . '�') r' , I/"', \/" V ,Y,)/� ';" " 1�1,, ,,/ '�, �\ -0 � ; I- I . 'T ... . I � � ,, , - � , ,,,I I';" � � ,,, � 'jj'1'�/"/jj''_-"�J[ -- L- -, I - i = ! � I J - -----.-- -- L I I I i r� 1 5 1 1, : I �� u I �. ---- --I- . I E3A5ELINE BASELINE$� I I ---- I h � i -I . ----- &/ . t ELEV. +0.0' � . i . ELE . +0.01 . -0 � i - � ., DATE: 11/17/20 11 OF 17 I . I � . - - 1� � - I -- .� � . I / L , 1� = � i . i I � : --- �t" () If 0- , I I - - I I ", -1 � I I I ORADE a PEAR OF HOnE--/ I : - t- � t- i : I ELEV. -1.5' .� I 1 . i I I .-1- -0 " I-L I 1 ! �1 -4UM- - I I I �R[C-:D AA-Itz, , . I I � . I .. -� R --, ,.)- , . C� 1 1 , I I - . I ,*-. "" k- . , NEV4 NEV4 1. .�\- . ,-I " I 9 -r,-. N-, . * I I- - , � ,If,r ,� , �'.�;- E3A5EMENT . OV/ I '. I 1�,, -::, �,�`,. %", BASEMENT I � " I., I ,�t� -) I I I - BASEMENT FLOOR � I � I -------- Ace ,.*'1��. - I; " -',.-,t . �. . L I I I - . � � . " .� , ELEV. -6.5 t-m— - �, I I -� I . I � . I I I --. ----- . I .� - L, , I . ",,',",�d I . I ,. .-,A -% 1$� , ,, ,'. E ,I I d ,� � .I 11 * I � I 11 . ",-- . ,f I � � , . I .:,�,�!_'. - , - � �, I �'.� I-, ,,,,�- , I :q%-�,��,,It", - , ...- ;� I , SECTION 2-2/A-501 SECTION 5-5/A-501 N, Q,S'74-05 " 1�1 � 0 1�I, -�, S-CALE: 114" = I'-0-1 11-011 ()p 14�--,,�,I- - SCALE: 1/4" = -- ; I i . . >- - i------ . iF f - - -��'7' f I -- - - I -- I " 1�1 -- I r I - I -1 L,7-- -- I k Fl:--L-t � ! i I I I i 11 I � I i ; � i i 11L Q LIJ W 5/4"xb" P.T. .J DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS Q HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE 5/4" x REQ'D SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; PLANS AND NOT PROJECTING MORE THAN 42" INTO HEIGHT P.T. RISER O " J STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT 5/4"xb" P.T. J PITCHED METAL _ J015T HANGER BY DECK BOARDS � P: '- //__'SIMP5ON' OR EQUAL 2"x BLOCKING ® EA. I R5T�5EC OND F I N I SHED FLOOR STRINGER TO MATCH SIZE O r OF P.T. DECK JOISTS d FASTEN STRINGER TO Z BLOCKING (MIN. 6 O YI FASTENERS) VY MIN. SPACE WEEN AND HANDRAIL i Q WALL 0 rl l 2"xIV P.T. STRINGERS ® 16" 4" THK. x 8" WIDE x WIDTH _ � .- 3/a" PINE RISER OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® LJJ ii. EA. 5TAIRWAY) J 5% PINE TREAD 57,4ND,4RDS FOR ORI PPABLE HAND RAIL K IN SET�,EEN > 00 SCALE: NTS EA. STRINGER.GFASTENED TO X NOTE: z 0) � P. GONG. PAD w/ Iq/64" x m X ALL DECKING SHALL BE FASTENED CROSS SECTION 5-1/2" CONCRETE SCREWS BY t'- w/COATED DECKING SCREWS BY Y rI "DECK MATE" (OR EQUAL) ' J MIN. �� z pr HANDRAIL GALIBURN' (OR EQUAL) - MIN. Z �; I" ROUNDED NOSING p CLEARANCE CIRCULAR NON-CIRCULAR (5) 5GREW5 PER BLOCK O" MIN. Q z - w/y4" RADIUS <(NOT INCLUDED IN 2 GRADE GRADE V- J W C� TREAD DIMENSION) 411-6/ " Lo 0: r i lye" �: PERT 2y4�: r to �4 -2 rI J O MIN. METER MAX. EXTERIOR MOOD STAIR DETAIL w k M . � -40I.00 SCALE: 5/4" - I'-O" F" 0 w W d) J m (5) 2"x12" STRINGERS 0 w/R-21 INSULATION, IF UNDERSIDE 15 FACING STORAGE/N ON-HABITAL SPACE STOI<:?�C E UNDER Y2" GYP. BD. u w (WHEN APPL I OALBE) EXIST. EXTERIOR i SHEATHING TREATED 2"xl2" SILL FOR CONTACT /, �EX15T. SIDING MATERIAL w/GONG. (IF APPLICABLE) BUILDING PAPER # HOUSE WRAP BASEMENT/F I RST FLOOR 1'I TO FULLY OVERLAP FLASHING NEW STUD WALL -- -- - -- -- - - - OAF FOR DRAINAGE 5/4"xbxb" COMPOSITE N.O.N. PLAN/ D G "Z" FLASHING 5EGTION/DETAIL5) j NTER I OR NOOD STAIR DETAIL ��' �" FLASHING DRIP EDGE 1 P.T. DECK J0157 SCALE: 5/4" = I'-O° FLAS NG UNTER SAS PER PLAN -401.00 JOISTS AS PER PLAN FASTENED w/(2) - _ 5/&" 0 x 5" LONG HEAVY DUTY GAL. I LAG BOLTS ® 16" O.G. INTO MUD SILL E RIM BD.;WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER w/(2) 5/8"O x 5" LONG APPROVED BY 'S1MP50N' (OR EQUAL) ® j MASONRY ANCHORS ® 16" O.G. EA. J015T "Z" FLASHING I NEW FOUNDATION WALL- L.E DOER OONNEOTION DETAIL W ?A-401.00 SCALE: I" = I'-O" o U TYP. ROOFING (SEE -- -- -- — -- SECTION NOTES) TYP. ROOF CONSTRUCTION ----- - - -- _----_-- - --- — (SEE SECTION NOTES) PLAN SIMP50N' H2.5A RAFTER TIE Fz�' z ' PROJECT: �� _ o DEMARCO lu G.J. A5 PER PLAN cn v < R E N OVAT I O N FASCIA BOARD m Q �� MIN. 4" BETWEEN EDGES OF p m I-1/2" SQUARE BALUSTER (STYLE TO SELECT) :BEAM AS PER PLAN SIMPSON H2.5A RAFTER 2015 GABRIELLA COURT TIE (OR EQUAL) MATTITUCK, N.Y. 11952 "SIMPSON" P064 NEW "SIMPSON" LU526 c (FOR 3 PLY BM) GALVANIZED J015T 5/4"xb" P.T. DECK "_�IMPSON" BG52-2/4 BOARDS (FOR 2 PLY BM) HANGER DRAWING TITLE: DESIGN DETAILS (2) 1/2"0 HOT DIPPED GALV. 5OLT5 ® EA. PO5T w/ OVERSIZED P.T. D.J. AS = z —WA5HER5 8 END NUT PREBORED PER PLAN cV INTO BEAM, POST, DECK TIE 8 RIM BOARD A55EMBELY z'�— P.T. BEAM AS NOTED cv 50LID BLOCK ® 12" O.G. PAGE: P.T. POST AS PER PLAN (2) 51MP50N DJT14Z (1) 1/2",P H.D. GALV. THRU DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER EA. P05T 8 END NUT PREBORED INTO P05T b DECK JOIST TIE ■ i "SIMPSON" A5A44 ® COLUMN BASE ry 4"x4" P.T. P05T GRADE DATE: 11/17/20 . 12 01717 "SIMPSON" I i POST BASE PER 8"4) '50NOTUBE' FILLED II P05T SIZE SOLID w/ P. GONG. tl (MIN. 4,000 PSI) �1 z P.T. DECKING Ij I i D a ; f(2) #4 HOR. REBAR f(1 "';• yam,,,.>.....•a.,, d;�o UPON (2) #4 HOR. I ��:/ ,. `` �, .�f ,�••1 REBAR (4 TOTAL) II Q' P.T. D.J. AS PER PLAN # (1) 5 BENT REBAR 12"x12"x8" P. GONG. PAD FTC. (MIN. 4,000 PSU &--; ,!__!� (;374s3�a �0 ;z OOYERED FOROH DETAIL EXTERIOR NOOD DEO< DETAIL. A-401.0 A-401.0 0 SCALE: 5/4" = I'-O" 0 SCALE: 5/4" = 1'-0" i i Q 0 PROVIDE 3" (MIN.) GONG. COVER W LLII OF ALL REBAR WITHIN P. GONG. J FOUND. WALL5 8 P. GONG. FTO'5. PROVIDE STRAPPING 8 NAILING . f AS PER CONNECTION 'D' IN TYPICAL NAILING/5TRAPPINO Q PROVIDE INSULATION 1REQUIREMENTS FOR UPLIFT, CC BETWEEN CAVITIES SHEAR, 8 LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. O (WHEN APPLICABLE) J J_ _ E FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES � NOTED ON PLAN UPON SILL SEAL UPON COPPER FLOOR 5Y5TEM AS TERMITE SHIELD NOTED ON PLAN O NEW 5/5"0 HOOKED ANCHOR NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM BOLTS ® 51" O.G. w/ 3" SQUARE z WELDED TO COL.;SEE AS NOTED ON PLAN WASHER 8 ENDNUT GAP PL. DETAILS O NEW 3-I/2" O.D. 50H 40 J \ z NEW BASE PLATE 'A' HOT DIP GAL\/. 5TL. COL. z WELDED TO COL.;SEE (A5TM A123) AS PER I� Q BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 BOLTING STEEL (OR EQUAL) "II PROVIDE 3" (MIN.) GONG. COVER II OF ALL REBAR WITHIN P. GONG. J EXIST. P. GONG. SLAB II FOUND. WALLS 8 P. GONG. FTV5. PROVIDE STRAPPING 8 NAILING J QO PROVIDE COLD JOINT (PATCH A5 REQ'D) #4 HOOKED VERT. . d1 AS PER CONNECTION 'D' IN > �' O AT GONG. SEAMS (TYP.) REBAR ® 48" O.C. 1� "TYPICAL NAILING/STRAPPING Z (fl ,Ir PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, II BETWEEN CAVITIES SHEAR, 8 LATERAL RESISTANCE" O II , PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. 11 tA (WHEN APPLICABLE) Z >: Q Z NEW (2) 2"xb" P.T. SILL PLATES J � FLOOR SYSTEM AS LL rr-_-_==T•== 11, GRADE NOTED ON PLAN UPON SILL SEAL UPON COPPER W CU EXIST. GRAVEL tY1 II TERMITE SHIELD = Lo fr � F I`. x ... 3 - O Q BASE II .._..._._. (( II i I „ffNEW (3) #5 HOR. �11 � I � � � REBAR UPON (5) #5 11 I I NEW 5/8"d' HOOKED ANCHOR r-I J O HOR. REBAR (b TOTAL) 11 I ! BOLTS ® 3a" O.G. w/ 3" 5G2UARE NEW 24 x24"x12' �,__.._ 11 rt �tl,,X I I __._____._ ' __.,.., ,_ WASHER 8 ENDNUT DEEP P. GONG. PAD I / 10a. Q I W EXIST. FILL II,K . _..._. _._...... FTC. (MIN. 4,000 PSI) ..__...._..._...€...W ___..__._.._- P. GONG. FOUND. WALL 11 (MIN. 4,000 PSI) 11 __..,0 STET=L COLUMN 41 FOOT I NO DETAIL '1 ) ~ 11'r 8 dJ' 3 #4 HOOKED VERT. r I?�\ W REBAR ® 48" O.G. GRADE F_ V A-402.0 SCALE: 5/4" = 1'-0" 04 HOR. CONT. REBAR ® ;_____ ' #4 HOR. CONT. REBAR ® TOP Iz.�..__.-,_ ' TOP, MIDDLE, 8 BOTTOM OF 1r ___,„•,•••,__. I - BOTTOM OF WALL (2 TOTAL) WALL (3 TOTAL) ° 1� P. GONG. FOUND. WALL II' k ..._.._....«_. ..«,....... ,. (MIN. 4,000 P51) 1j . i _ I .} P. GONG. CONT. FTC. P. GONG. CONT. FTC. 11 (MIN. 4000 PSI) I w_(MIN. 4,000 PSU Ir '• I a� � .... E _ ..____.._.__._. E 1 • r II (5) #5 HOR. CONT. REBAR 11• - I p- \ (3) #5 HOR. CONT. REBAR 11„ ' ��" "mm"�""��'"" 4" P. GONG. SLAB 4" P. GONG. SLAB R _ t ., `•. � ,° s C k k.� , 11 3 i a'� ..€ .. �, .. , i _ ........ b MIL POLY__..._. • N-7 MIL POLY_.._ - TURE RE RD R MOISTURE RETARDER I M �,t_ - TA E _- m015 ' 411 GRAVEL BASE 4 GRAVE ASE m 3 _ ' ....,.... .� «.......... ., E «....._...,. ....,. I 3 i .,.w.... ` I 1 ,,..�.................__....._ i ....................«..,, e i PROV. GLEAN ; __..... _ COMPACT FILL I __.. __ .. ? L....._... ; COMPACT FILL_ -O /� _ I 2'-0 - I , _ I I I < v v F 3 � v v v I : � � ._...._................. ..............._a..............................._.........._.........._........._ .._..._ _........e...e.,esce:, .r. _...M.�....M.._...__...................s..c ................._..._ i (4) 3/8" H.D.G. LAO BOLTS (PREDRILLED) -- - --- - - - -- - FOU1�DAT I ON NALL DETAIL A-402.0 I -402.0 OR ✓F OE r�AL DETAIL , � SCALE: 3/4 I -O SCALE: 3/4 I -O ' 5/8" THK. f'L. �4 3/8" THK, H.D. OAL1/. PL. I I I OAP PLATE 'A ' If-2'-O" LAP FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE (TYP) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER I 1 '�-- W I fi I � • ——————————— —— —— 8'I I rt I I (4) 3/8 H.D.G. LAG I I � f--- - --- --- ---- ---- -- ---- ------ --�'---j BOLTS (PREDRILLED) - fi ---- ----.f------ - - �I #5 REBAR (TYP.) Q I III I Q -- - — -- --- -- -/- —- - - - - #5 BENT REBAR (TYP.J ° I I I PROJECT: ®EMA RCO 3/8" THK. PL' �4 I 3/8" THK. H.D. I I RENOVATION I�2 OAL\/. FL. I OAF PLATE 'B' 2015 GABRIELLA COURT FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE OORNER OONNEOTION MATTITUCK, N.Y. 11952 DIMENSIONAL LUMBER OR 5.25" WIDE PSL j DRAWING TITLE: 8" DESIGN DETAILS #5 REBAR (TYP.) 2-O LAP _ '01 i i I�2 i i (TYP,) -------t — -- --------- �4 I I I I' ' 5-1/2" O.D. 5GH. 40 HOT -----=_- -_� -------- PAGE: - - DIP OALV. STL. COL. I I I' (A5TM A125) A5 PER I II I' HIM ' -40wm PLAN WELDED TO FL. _=___ -_-I'i--I---I-------- woo d� �n ' 5"x5"x5/8" THK. STL. BASE PL. ( I (4) 1/2" HOOKED ANCHOR a I I, I'' #5 BENT DATE: 11/17/20 13 OF 17 BOLTS EMBEDDED INTO p I I ( REBAR (TYP) FOOTING MIN. 4" w/ OVER5IZED N l WASHER AND END NUT SETUP I I I _ BASE PLATE 'A ' � �`� \ F Fd 1 li �` •� STL GOLUMI� Gig B5 i�L�4T DT I LS 2 'T' OONNEOTION A-402.0 SCALE: 5" = P-O" 4 REBAR OVERLAP DETAIL A-402.0 SCALE: 5/4" = 1'-0" �� iTi . STRUGTUR�,L PLAN NOTES SINGLE SPAN STRUCTURAL MEMBER: FOR WOOD STAIRS ® GRADE: a AS PER NOTED DETAIL (TYP.)24"xI2" DEEP P. GONG. CONTINUOUS FOOTING Q 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O a 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON NEW PARTIAL HEIGHT ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY 6" GRAVEL UNDER 2"xI2" P.T. STAIR STRINGERS _ EXISTING TO BE DEMOLISHED AVE INDICATED POSTS. W HOOD FRAME (L.G. 5TL. �, MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) 51MP50N LU528 JOIST HANGERS AT FLUSH BEAMS 24"x24"xI2' DEEP P. GONG. PAD FOOTING -� EXISTING TO REMAIN WHEN APPLICABLE) O O ;' � � 2 "I NEW 8'R SONOTUBE FILLED SOLID w/ P. GONG. UPON . AS PER NOTED DETAIL (TYP) 10 12"xI2"x5" DEEP PAD FTC. AS PER NOTED DETAIL STL. 400DAFRA E(L E) ` - %/i TYP, STL. COL.: TYPICAL LEDGER BOARD ® EXT. DECK: NEW I2"(P '50NOTUBE' FILLED SOLID w/P. GONG. UPON Q NEW FOUNDATION WALL HHEN O3 3-1/2" O.D. 50H 40 HOT DIP GALV. 5TL. COL. (ASTM AI23) II ' BY SIMS STEEL (OR EQUAL) 8 1. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS IS"xl8"xI2" DEEP PAD FTC. AS PER NOTED DETAIL 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. OAL. LAG BOLTS NEN 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. -� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL '.. J ❑ P05T FOR 4" WALLS HOLDOWN: ® I6' O.G. 12 REINFORCEMENT AS PER DETAIL J WOOD FRAME (L.G. 5TL. 3. INSTALL H.D. GAL\/. JO15T HANGERS BY 'SIMPSON' (OR WHEN APPL I CABLE) (MIN. (2) 2"xb" STRUCTURAL - _- O4 HOLDOWN 'D' AS PER PAGE 0-003 EQUAL) POST FOR b" WALLS), U.O.N. 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 NEW 2-HR FIRE RATED BENT OVER TOP EDGE OF LEDGER BD. STRUCTURAL NOTE: a WOOD FRAME (L.G. 5TL. O BEAM POCKET (TYP) 5. SEE NOTED DETAIL STRUCTURAL ME51ON OF FOOTINGS ASSUMES WHEN APPLICABLE) A SOIL BEARING CAPACITY OF 2.0 TONS/5.F. Z O F- z Q o w J J 00 Z C e-I � g 1 u- WcD d 0 Q Lo I -- ............ 9 m� W d m - U I ( W U N PX10NEW T) PT. 2"X10EW "p7(x P.T. 2"XIO" 10 DROPPED BM. ID DROPPED BM. IO DROPPED BM. 10 DROPPED BM. 10 I 0 J Q * A-401 3 "AEk'w 5 X X QO X X ry Q- N - z °L ju® z0.® z0.® al cDu � *Y . Z q �" I I I I _0/2 EGRESS WINDOW WELL: I _NEW 2 P.T. 2"XI2 - NEW 2 P.T. 2"XI2 NEW 2) P.T. 2"XI2" NEW 2 P.T. 2"XI2" 17 PROVIDE NEW EGRE55 WINDOW WELL R PPED BM. - DROLPLBM. -S Z - - - - - -DROPPED BM. DROPPED BM. NEW (2) P.T. 2"XI2" J NEW (2) P.T. 2"XI2" J BY "ROGKWELL;ELITE SERIES" 10-U>1 _ 66"W.X60"H. OR EQUIVALENT. DROPPED BM. DROPPED BM.INSTALL AS PER MAN. SPECS. � = II - II II II II II II d 4 (so = 0 = p q ry ry ry ® 1 z z z � 4 TM - d mJ 10 Q W EXIST. I6"xW DEEP P.� -- - - - (X NEW 12 ' � tl GONG. CONT. FTC. (7YP.) 2'-(6"wX2'-O"h - 'ryl u1 Q WINDOW. Oz ,I NEW O Q DOUBLE-HUNG N -- - T O 00 xI "TW2I0410" 3'-0 3 (x U1, 1 ", -O to = O ur - ry - z 2 cv O z F z 12 -- -- - -- -- — -- — - — --� 3'-ay2 2'_8, z z I — -- -- --- -- -- - -I N X i _ X-i g Lu w 0 -�-NEW ASEMENT z 3 EXISTING v 4 7 S.F. OFFSET NE1544h1 CENTER OF > - -*--- - - I - i IL u� w � i -- - 5-"Y2 d NEW. PAD FT6. 6 MAX. AS REQ D TO ACCOMMODATE EXIST. FTC. LOCATION 5 - 5 NEW (5) I.'15_x11.8'75" o.P. _ .. - - - 2.OE LVL DROPPED BM. H NEW(2 l.'15"xllb"15" I - _I 6.PVL - EXIST.XI _EXIST. 3 2"XIO'_�- - _ EXIST. 3 2"XI O" DROPPED BM. j PROPPED DROPPED BM. DROPPED BM. --- DR BM.--_-- ]t-- ry _l ! NEW ASEMENT Oy2 3 O S.F. - �- NEGRADEH SLAB ONPROJECT: 1 "1 } V.I.F. EXIST. 3.5"(P STL. COL. UPONEXIST. 24"x24"xl0" DEEP P. GONG. PAD FTC. (TYP) I -- D E M A R C 0 U) _ -- - RENOVATION • I I I a O O STACK NEW COL. -- X ry� X 12 cV X 6 BENEATH NEW X ry X O O � - X ry w III - COL. ABOVE N 1I - i z ® 2015 GABR(ELLA COURT ry cv -Z ® ® u W -----� - ! MATTITUCK, N.Y. 11952 ^ I I Ni 2�6"wX2'-O"h - 1 -� I-I w WINDOW. I-I A-501 z A-501 „ DRAWING TITLE: EXIST. I6 x8 DEEP P. EW (2) 2"x10" FLUSH BM. j - - GONG. CONT. FTC. (TYP.) N w/ SIMPSON LU5210-2 - -- p _ HANGER ® FLUSH BM. PROPOSED STRUCTURAL PLAN -- - - - - - - W 2"xl0" F J Ib" O I NE P.J. ® .G. w/ 5 MMP50N LU528 ry - HANGERS ® FLUSH BM. O A _ - =ry - 0 �. X � i I I w ® 8 I PAGE: P z z LL 3'-2" z ® 2'-8" - - -- - - - - ' W 2 P.T. x8 � � I 2 �� DROPPED BM. - -- -- 4 ' 4 I 0 El 4 10 0 in jolt, o $ -- - -- - _ DATE: 11/17/20 14 OF 17 FROFOSF-r�) FOUNDATION STRUOTURAL FLAN 5GALE: 1/4" = 1'-0" 1V G ,� I _ STRUGTURAL PLAN NOTES j O SINGLE SPAN STRUCTURAL MEMBER: FOR WOOD STAIRS a GRADE: 24"xl2" DEEP P. GON F G. CONTINUOUS FOOTING FOR --- -" -- -- -- STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 6O O 4 THK. P. GONG. PAD 8' WIDE x REOV LENGTH UPON AS PER NOTED DETAIL (TYP.) 0 -{ ' GRAVEL UNDER 2"xl2 P.T. STAIR STRINGERS ® EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY b AVE INDICATED POSTS ' LJJ - -I WOOD FRAME (LG. STL. ABOVE MAX. W O.G.,U.O.N. (MIN. 3 STRINGERS) W WHEN APPLICABLE) SIMPSON LU528 JOIST HANGERS AT FLUSH BEAMS 24"x24"xl2' DEEP P. GONG. PAD FOOTING EXISTING TO REMAIN O2 O A5 PER NOTED DETAIL (7YPJ NEW 8'� SONOTUBE FILLED SOLID w/P. GONG. UPON 10 12"xl2"x8" DEEP PAD FTC. AS PER NOTED DETAIL NEW FOUNDATION WALL - Q NEW WOOD FRAME (L.G. TYP. STL. COL.: 5TL. WHEN APPLICABLE) ;';I O3 3-1/2" O.D. 5GH 40 HOT DIP GALV. 5TL. COL. (ASTM AI23) TYPICAL LED IS"x18"xl2"LEDGER BOARD a EXT. DECK: II NEW 12'� DEEP PAD FT6. AS PER NOTED DETAIL BY SIMS STEEL (OR EQUAL) FILLED SOLID w/ P. CONC. UPON 8 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS D DEEP PA � O 2. SECURED w/(2) 5/a" c0 x 5" LONG H.D. GAL. LAG BOLTS NEN 4" THK. P. GONG. SLAB w/6"xb"-10/ID W.W.M. NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL -� P05T FOR 4" WALLS HOLDOWN: ® I6 O.G. O REINFORCEMENT AS PER DETAIL J WOOD FRAME (L,5. 5TL. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMP50N' (OR 12 _ (MIN. (2) 2"xb" STRUCTURAL r - O4 HOEDOWN 'D' AS PER PAGE G-003 WHEN APPLICABLE) EQUAL) ; ~ POST FOR 6" WALLS), U.O.N. 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING t NEW 2-HR FIRE RATED BENT OVER TOP EDGE OF LEDGER BD. STRUCTURAL NOTE: 1 � WOOD FRAME (LG. STL. O BEAM POCKET (TYP.) 5. SEE NOTED DETAIL STRUCTURAL DESIGN OF FOOTINGS ASSUMES WHEN APPLICABLE) A SOIL BEARING CAPACITY OF 2.0 TONS/5.F. Z O Z Q � W -j J 00 Z 6) T"I O V- W C4 ti = LO i 0 � O w w i U J MODIFIED WOOD DECK ,...:. j I i I w 1 \,y I 1 NEW(2) xq.5" 6.P. 2.OE LVL DROPPED BM. I NEW (2) I.75"x9.5" O.P. 2.OE LVL DROPPED BM. 1 NEW (2) 1.75"x9.5" O.F. 2.OE LVL DROPPED BM. V v V w ® w ® ® NEW (2) 2"xW HDR NEW (2) 2"x8" HDR NEW(2) 2"x8" HDR , z � z -i -i 3 NEW NEW 3 ( ) 2"x8"IHDR 2"xW HDR I NEW (2) 2"x6" - i -- - - - -a - POST STACKED REF.j NEW (2) NEW (5) 2"xa" DR BENEATH POST WORKROOM c^�V II I NEW (5) 1.75NI1.5' O.P. 2.OE LVL HDR NEW(3) O 4 2"x8' HDR 2 xa" HDR ABOVE IU O in to NEW I IPSON UST.JII I81 II10 F88 HANGERS o �� t- Q i w/5IM / ;' - NEW x t0[A F- I � III I - - O - MUDROOM - - NEW 11-'1/8" TJI 5E0 QI NEW e��I J ® FLUSH BM. I p_ _ BEDROOM F.J. w ib" D.G. f r lL �, = NEW (2) 1.15 x11.575 6.P. ZOE LVL BM. , 7- - NEW 2"xb" x IL J - r K w NEW DINING r ! BENEATH EXTERIOR WALL ABOVE NEW (2) 2'xb" „ -J dJ NEW I I-i/8" TJI 560 F.J. ® 16' O.G. POST STACKED G.J. ® I6 O.G. - H z ROOM - NEW(3) 2'xb' POSTS BENEATH H Bm. STACKED BENEATH N O udil K Olz II - -� x tL w/ SIMPSON FLUSH/5M. HANGERS NEW 11-1/5" TJI 110 TO FLUSH BM. L N w z cv iNEW 2 715,xxII.B-15" G.P.: .OE LVL FLUSH r F.J. ® 16 D.G. NEW(2) POST ABOVE BM. w/SIMPSON IU53.56/11.88 HANGER - a 12"x8" HDR ABOVE z (BENEATH OFFSET BEDROOM WALL ABOVE) t^�V w0 NEW - ABO KITCHEN ILI N -- -- NEW II-'1/8" TJI 110 F.J. ® 16" O.G. I rl I I N Q w 1 NEW (3) - I - 2"xb" POST _ 2 w/ 51MP50N IU51.81/IL88 HANGERS TO HDR 2D6' OSS x iL z ® FLUSH BM. _ _ 0 - 2) - - j - STACKED BENEATH In J - ^> w NEWT NEW A : - - - - - � - T I I_ POSTS ABOVE ! '.; rr � NEW (2) I.-15"x11.875" 6 ZOE LVL FLUSH BM. NEW (2) I.'i5 xllb-15' G.P. 2.OE LVL FLUSH BM. w/ (U� HK. STEEL FLITCH PLATE I (BENEATH BEDR WALL ABOVE) tu NEW (3J (BENEATH BEDROOM WALL ABOVE) O ( I -- - - 3 2"x4" POST B Ell „ w//E51MF50N USI 110 HAN ER5 z w//ESIMP50N USI I81/IIF.55 HANGERS NEW (5) PROPPED M. GL. G I NEW (2) - - - - , HDR I x - � - - - - - 2 x6 POST w EW (2) "x8 HD 2.OE LVL FLUSH BEAMS NEW II-'I/8 TJI I10 N NEW (3) NEW (2) L"15 x11.875 G.P. t�J F.J. ® 16" O.G. - - - " I- -" ^w NEW(3) 1."15 x11.815 O.P. 2.OE LVL FLUSH NEW x " R m Q - -- NEW (3) 2'x4 6.P. 2. NEW SIMPSON BM. w/(2) THK. STEEL FLITCH PLATES 51MPSON " NEW 2 L'f5 xll.8-15" 6.P. 0 POSTS TO NEYy 2) I.75"x11.855 OE LVL FLUSH B . I _NEW 2 I."i5"xl1.875" 6_P. OE VL F USH BM. LW �HK. STEEL F ITCH P ATE x N - - -"-""-" - 2 xb LU5410 HANGER (BENEATH POST TO RIDGE d VALLEYS) LU5410 2.OE LVL FLUSH BM. �Z - �� - I_ - � ;1 - �� - _ _ - wL POST NEW (5) 2'x40' FLUSH BM. w/ SIMPSON HHU545 HANGERS w/ 51MP50N HB4.06/11.88 HANGER a FLUSH BM. z O NEW FOYER HANGER PRO ECT'POST T (BENEATH CLOSET WALL ABOVE) 3 (BENEATH CLOSET WALL ABOVE) IxI ' FLUSH BEAMS v IL w NE F.JI. ®/16" O.C.6O NEW (3) - -- NE F.J. ®/I6"TJI O.G.60 w zz ®E M A 1 \V O l� 1 - --- 2 x6 POST z N I m NEW GREAT TO HDR - - - RENOVATION BEDNEN ROOM N Q ROOM - 1 \E N OVAT I O N _ ® - NEW (2J L 15"x11.875" 6.P. 3 ? x u l 2.OE!LVL FLUSH BM. a NEW (2) I."I5"xl 1.875" G.P. 2.OE LVL FLUSH BM. --- NEW O EW 3) IL in - - - - - - - - - - ; 2"xb"3 N ARA ER N 2Nb" w r (BENEATH VALLY POST ABOVE) ------ -- ------------ - - POST P05T z _ w Q ABOVE FLUSH BM. TO Q z �� ' PROVIDE KNEEWA w SUPPORT R.R. ® PITCH NEW(5) I.75"x11.875" O.P. 2.OE LVL FLUSH BM. w/(2) " THK. STEEL FLITCH PLATES 2015 GABRIELLA COURT z ri w -- - __ 4 (BENEATH PO5T5 b WALL ABOVE) I-I AI301 w I� TRANSITION w NEW 3 1.-15"x�I.5" G.P.2. E V A-301 MATTITUCK, N.Y. 11952 cV AT BASE OF EXTERIOR WALL O 5" a PROVIDE KNEEWALL ABOVE FLUSH BM. �'' NEW (2) 2"x8" HDR NEW (2) 2"x8" HDR " 6.P. 2.OE LVL'. IU TO SUPPORT R.R. ® PITCH TRANSITION -Q NEW (3) L'i5"LVL NEW I I-i/8' TJI I10 NEW (2) 2"xb" FLUSH BM. i F.J. ® 16" O.G. .;. : I --, ,� i _ _ - _ 1� � - - --�LITGH PL I � POST STACKED DRAWING" TITLE: ----------- --- - � 32 I.7� x11.875_6.P. 2.OE �..VL. .2�. �J2Z$SHK Sr�P X (BENEATH EXTERIOR WALL ABOVE) ABOVE BENEATH POST PROPOSED STRUCTURAL PLAN D I^Q BATHROOM 3 O NEW (2) 2"x8" HDR" O z 0J1 ' „ NEW II-7/8" TJI 560 Q I x° NEW COVERED x = O_ 3 NEW 11--i/8 TJI 110 I -- _ PORCH x F.J. ® 161, O.G. W F.J. ® I6" O.G. IC ® ® NEW 11-1/8" TJI 560 e cv z z x w lu F.J. ® 16" O.G. NEW (2) 2"xv- HDR NEW (2) 2"x&" HDR NEW(2) 2"x8" HDR cV I z vDROPPED 5" z U > � PAGE: NEW(2) 2"xb" -"-_--- ----_-----"- _" --t^,.* .�- --_--- _ __--- ------ - -- PO5T TO SM. - --- -- -1 -------NEW(3) 2"x8" HDR -- - -- -NEW(3) 2"x8" HDR - ----- - -- --- 10 2 ■ 0 y N DATE: 11/17/20 15 OF 17 i i ROPOSE17 FIRST FLOOR STRUCTURAL PLAN -;� 'Rr-DAr-, SCALE: 1/4" = 1'-O" <, OF fi1��s • I i i i i I - --- --- - - > Q _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT - - - � I WOOD FRAME (L.5. 5TL. W- - 1 J r EX15TINO TO REMAIN WHEN APPLICABLE) I - 6 NEW WOOD FRAME (L.S.. NEW FOUNDATION WALL )< = =X I-`� p Q STL. WHEN APPLICABLE) " - ----- EW (5) 2"xl0" G.T. ! ---- -lu - Lu n 5 ` „ w/(2) 2"xb" POST -- �--{ NEW I-HR FIRE RATED ❑ MIN. (2) 2 x4 STRUCTURAL TO RIDGE a I J �- -I WOOD FRAME (L.O. STL. POST FOR 4 WALL -- J - - --WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 4 � NEW (2) POST FOR 6" WALLS), U.O.N. 2"xb" POST WOOD FRAME (L.S. STL. TO VALLEY NEW 2"xl0" NEW - - - - - - - -- - - - -- - - NEW 2-HR FIRE RATED COVERED BALCONY 2" DR WHEN APPLICABLE) -NEW 73 x8- F2r2' HDR NEW 'x8II H NEW Z3 2"x8' HDR I Z ! I NNE NEW (2)'2"xb" STAINLESS BEDROOM 0 P05T5 TO HDR ! STEEL TOWEL - NEW 3 L75"x"L25" NEW MASTER WARMER - -- ... - I z r S.P. 2.OE LVL HDR BATHROOM ( -- -- ) 2"x4" POST NEW (3) 2"x4" POST NEW (3) 2"x8" HDR ' -- -- - - NEW (2 I TO FLUSH BM. TO RIDGE (ABOVE) LIJ - - EW R- N MASTE v - � NEW (2) '2 x4 POST 00 BEDROOM x O TO HDR (ABOVE) \ I NEW (2) 2"xb" cV TOTO x P05T TOI O p ® BIDET/TOIL. - --- z (" RIDGE (ABOVE) - _ - -- - -- - -- . . ' J COMBO. - ' X O NEW (3) J -- - -. ,' -- - � 2°x4" POST N � ® nl TA z TO VALLEY w w _g 'NEW 2"xl0" cv i QI z N V 2 x85"HDR v NEHif HALLWAY NEWIL z-xl NEW NEW (2) G.J. ® Ib" O.G. -r LL W cfl SITTING ROOM 2 x8 HDR " 1 Ln ix T I o Lo NEW (2) 2"x4" to _ NEW (2) 2 xb DN. ---- O J X= "Ua x �O � dl O h- --- i0 O x IQ EXTEND WALLS POSTS TO EXTEND WALLS x p x- cV Z Q TO SUPPORT VALLEYS 8 TO SUPPORT 1 Q " POSTS TO N Lu EXIST. R.R. AS RIDGE (ABOVE) EXIST. R.R. AS I m N;N ® HDR5 d RIDGE - W , p2 W ® J Q PER ROOF PLAN PER ROOF PLAN J Z 0 z -j (ABOVE) I'I NEW -- -- - - z � w - !- pI G G G I a. 1 I J.- J J J- I®I O ry z W (2) 2 W5" HDR U ---- - -- z POST BEBATHROOM A � "I� V ` ,,.,,^,^,-�.....,. E NEW (3) 2 3 � z_ N NEW 2'xb"! 'xl2" HDR - - - BENEATH O X W s t 5-102 FOR STi�'UOTU�'AL. I NEW (2) 2' I NEW 2"xb" - - - _ 2"x4" TO RIDGE b F- Y I FALSE R.R. FALSE R.R. - - VALLEYS - -r NEW 2"xl0" V NOTES I G uI ® 16" O.G. ® I6 O.G. ------ - u = J �t 0 T�J z I � i ----- � _ G.J. ® I b" O.G. V NEW (5) = v dJ sJ - _ ---_ I � O U1 N _ _ " -O NEW WALK-IN O dJ x X — - X -.p ! 2 x4" POST �� x O _ ry ►-v I I " NEW LIVIM�..� �� ; Q ,• . .,. TO VALLEY ® w w� GL. w w� -- --- -- - RO TO RIDGE (ABOVE) z h.. . (3) 2 x4" POST 1 N z ® z ® ul NEW (2) 2"x4" POST TO HDR (ABOVE) r.v N' N NEW (2) __ NEW (5) 2"xb"_HDR _ -__ ----- - :. NEW(2) I."f5"x9.5" G.P. 2.OE LVLI FLUSH BM.2"x4" POST 12"x4" P05T _ NEW (2) ,„. A-301 TO VALLEY TO VALLEY ;; AI301 - --- - - ----- I NEW (2) 2"xb'� P05T NEW (3) 2 TO FLUSH BM. NEW(3) 2I'xl0" HDR l- - - -- --- "xl2" HDR b" Y NE FLUSH BEAMS POSTS NEW(2) _ _ __ 2"xb' P05T NEW(3) 2"x4" POS - - TO LLE I I FF x O - - -- W N F F N x = O X p/ i,IN N ® N ® (V lua I w � � � 1l K ® IK W O_ Z OL I NEW 2"xl0 j G.J. ® 16" O.G. -- NEW (2) 2"x8" HDR NEW (2) 2"x8" HDR PROPOSED SEOON� FLOOD' STRUCTURAL FLAN - --- -- - --- i � 50ALE: 1/4" i I ! p � - - - - - - - - - - - - -- - - - - - Z - =- -- - _r— = == = =�- - o tu R.R. a I(oll 0.G. R.R. ® Ibx10!G. --- ---- - ---- - - - --- -- ---I rNEW (2) 2 xl0" R.R. NEW (2) 2"xl0" R.R I I U i t NEW 2"xy, w NEW 2"x8" I p > R.R. ® I6" O.G. Q R.R. ® 16" O.G. - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I--- ---' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� O -- I I v �� z o o I I w 13:12 x 13:12 i i - x- 1 I F- I I ' " � m �0 ni o II II _- - - - - - - - - - II I - - - - - - - - - - I II PROJECT: z � - - - � i ��, � I f Q � QJ �- I I I _ JJ � � "� " W I I luQQ �QQ F� �- � - - II I � a= �< I I I DEMARCO NEW 2 2"xl0" R.R 11 1 x a I I p z® r p z® I I I RENOVATION NEW BLACK STANDING SEAM cV I 1 I I 4 O� Q Oa F - - NEW 2"x8 2 ALUMINUM ON 2'x5'ROOR. a 16PAON�LS I I '," z d I I EXTEND NEW HANDLER FOR ONE 2 I I 0 tOftr y I I _ v Y�`� R.R. ® I6" O.G. a I BEDROOM WALL TO SECOND FLOOR; SEE I I I I 4 Z X Q j�p -- w I I I SUPPORT EXIST. R.R. NOTE AT SECTION I I 1-" -j z" NEW BLACK STANDING SEAM w � I PAGE A-301 I I m yz M lz I I x ® +, I I 2015 GABRIELLA COURT 6:12 N p a L - - - J I NEW ATTIC L - J �o Qo I u� rl �. ALUMINUM ROOFING PANELS I MATTITUCK N.Y. 11952 I I X(Y � L �� J �, ,� I ACCESS I �� z I I � �'� y_ ON 2"x8 R.R. ® I6 O.G. I � � J z c X NEW 2 xl0 RIDG EX15T 2 xl0 RIDGE EXIST 2"x10" RIDGE NEW (3) 2 xl2 HDRin - -- : I _DRAWING TITLE: I r NEW 2"xl0" RIDGE I � _ 6:12 _ I cV K EXTEND NEW WALL TO EXTEND NEW WALL TO n --- z z UPPORT EXIST. R.R. SUPPORT EXIST. R.R. X I PROPOSED STRUCTURAL PLAN NEW BLACK STANDING SEAM IJ-5— " X " 0 '1- f- - - - - - - - - NEW 3 2"xl2" HDR N ®� - m m ALUMINUM ROOFING PANELS - - - - - - - - N X N - ON 2 xi R.R. ® I6' O.G. w a Nip I I I � Qo tuQo 1 L xa� �'� .o,� z 1 1 NEW (2) 2"xIO" R.R. x �p cV �p I I X cp.D 1 1 I I z �� z LL - - - "- F' 0 ( 10:12 x 10:12 � rl0 I Oz® - - - I I2 INOSEAM z V " x I I �1� ry r - - - -�� I I ~ Q FQ O I I I I Z� R.R ® I6NEH x ALU NEN M NUM ROOFLACK �NDG PANELS I PAGE: a I I �� m I F- I I Oct= I I I ON 2"x8" R.R. ® I6" O.G. I I 15.12 15:12_ I N, w - zrj--_- I m I I -1 zz -mxz 1 I I 1 NEW 2"x8" NEW 2"x8" I I O O I I r - - J R.R. ® I6 O.G. R.R. ® I6 O.G. I z z I I I - - -j 1-I I I I I I I I- - - - - - - - - - - - - � I I I AI301 A-301 1 1 NEH 2"x8' NEW 2'x8' �� II I I � - - - - - - - - - - - - - -r-� II �, II DATE: 11/17/20 15 OF17 R.R. ® 16" O.G. R.R. ® w, O.G. tu L- -- - -- �- - - - - - - - - -� - - - a I - - - - - - - - - - - - - - - - J I I I o Y O I I 13_I2 15:12 NEW 2"xl0" NEW 2"xl0" R.R. ® Ib" O.G. L - - - - - - I - - - - - - - - - - - � I v'��.d; a 1 - -- -- - - - - - - - - - - - - - - - - - - - - � - - -I �"`',�OF6I-� PROPOSED Roof= FRAM I NO FLAN SCALE: 1/4" = 1'-0 " i i I I i Q i o IW w J Q O I J_ I F_ n. Z Z Q � W J J 00 Z aZ 'H � wCD Lo m %-I Lo 0 Iw U w = J IX IL IL u 4" FRESH AIR VENT O � M p J L THROUGH ROOF _\ k 3 i Q NOTE: Q 1 ALL PLUMBING WORK I AIR I SHALL CONFORM TO I HANDLER I LOCAL PLUMBING CODE _ 1 T I LEGEND - MASTER BATH FULL BATH 2" I_ 1 FULL BATH I ! MASTER BATH HOT WATER ----T--r------ SUPPLY --�---- I I I i O 1I NOTE: 0 r --- j-- ---_1 I I I I l GOLD WATER Qr SUPPLY ALL PLUMBING 4 1 2 1 2"1 1 21I I 1 .I 11 I Q SHALL LOCAL FORM I I I FUEL OA5 WORK O I I I ! I I 21 1 1 O Q I r W PLUMBING CODE 4 1:2" 1211 W I 1 I �I I I PROVIDE "ABESGO FP200 FR W I I ' N I 1 1 2" I j I EXPANDING FOAM" (OR EQUAL) ► 1 I I 3 PROVIDE ABESGO FP200 FR FUEL GAS I I �QQ� Q4 Q4 EXPANDING FOAM' (OR EQUAL) AT ALL PENETRATIONS IN FIRE I v V O I I I I I Q4 1 I _ I I Q� I I AT ALL PENETRATIONS IN FIRE v I I I I I RATED WALL5 AND $1 :0 =1 '� =1 I 'y RATED WALLS AND W rr I W. I V 1 �I v v U v N PIPING PENETRATIONS: FLOORS/CEILINGS. PRODUCT _ 1 I_ - I- ml I m - I - I - I I_ I FLOORS/CEILINGS. PRODUCT 14, 1 1 - \I SHOWER \1 Iry- - I QI xi NI �ry NI I� TUB I\ SHOWER �I N CONFORMS TO A5TM E 514, I. PROVIDE "ABESGO FP200 FR I I �2j SHOWER -- SHOWER I - - -- -- CONFORMS TO ASL 1 E 814, -� �I ------1 I I l- 1- I 1- I I I-LQI - - ASTM E 84,AND UL 14-01 ----- - - -- -- ----------- ---------------------------- - EXPANDING FOAM" (OR EQUAL) I ASTM E 84, AND UL 14 7qI- G.O. " -- - 2 --- ri 2 - --------- -- -- -- _-_. _.. --- ---_ =@ AT ALL PENETRATIONS AT WALL5 - - _ - - _ ---------- ----------- - -- AND FLOOR5/GEILIN65. 3 1 - _-_ _ - _.1._. - _.._.._ _ t .._. 2.PRODUCT CONFORMS TO ASTM E WORKROOM LAUNDRY FULL BATH 2 _ 2" KITCHEN NOTE: WORKROOM I LAUNDRY FULL BATH 1 i' KITCHEN -I-_ _, 1 I I 814, ASTM E 84, AND UL 14"fq ALL PLUMBING WORK GREAT ROOM _ I SHALL CONFORM TO 1 I I LOCAL PLUMBING CODE O 2" j 2" 2„I 12" GAS FIREPLACE OI GLEAN OUTIL i I I AS REG'D I 1 I 12 1 1 F o I Q 1 1' 1 r z EXIST. F.A.I. TO Q I Q 1 I ) I I 1 I f INTERIOR SHUT-OFF _ -------- -I W u W REMAIN W I I U 1 I I l v , !vI dJ I . I - U FOR HOSE BIB W I 1 Q4 1 I W.G. I _ I 1 I VERIFY SIZE TUB I- ry Iv� \ I ryl I U DW w/MANU. O I- 2 -- I_ 1 I- - \ 1 Nf Iry ivi In _� I- m I v I -_-_--- ---- _ try I 1 I \ NEW FREEZE PROOF HO51 " WASHER I, I - , - I I I_ � IcV ----- ----- � - --- , ---�----- -- --�. -- Lu -- ----- -. .-..-.. - - ._.. r .._, -.. y._ .-..- ._..-..-..� /PIPE FA5TENER5 (PRE. - ---- G.O. �.�.._. _. �.. ------_ � � w/VACUUM BREAK FASTE ----- -- - ----- -- -- --- - -- ---- ---- - � � ---� -� _ - - - ----- - - - CONSULT T.S.D. IN FIELC - --- --- - - G.O. f - I ------------ I 1 4 CONNECT TO I CONSULT W/OWNER) 4" I EXIST. WATER tt H 4" HOUSE I I SUPPLY SYSTEM I m GA5 SUPPLY Q MAIN DRAIN C•O• 1 I I I I TO PRIVATE VERIFY SIZE 1 I _.._..-..- ._..-..-. Imo,.-.._..-..� .. ][ z w/MANU. COMBINATION PROJECT: z WELL WALL HUNG z 4" z WALL HUNG Q � TO SEPTIC W BOILER/WATER W CT: BOILER/WATER W SYSTEM w HEATER COMBO W HEATER 0 ID C_= 11 I— FILTRATION ®E MAR CO Q < ------- N WATER AIR SYSTEM RENOVATION HANDLER 2015 GABRIELLA COURT FLUME3 1 NC r7)RA I N / NASTE / VENT FLUME3 1 NC RISER — SUFFL%r OAS RISER — SUFFLY MATTITUCK, N.Y. 11952 SG TS SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: olif P-1.0 las 00 DATE: 11/17/20 17 OF 17 I i I i