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HomeMy WebLinkAbout48380-Z �O��S�FFOL��OGy Town of Southold 1/11/2024 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44855 Date: 1/11/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 70 Fleetwood Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.4-1 Subdivision: Filed Map No. Lot No. r conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/26/2020 pursuant to which Building Permit No. 48380 dated 10/6/2022 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 deck extension and foundation,to existing single-family dwelling as applied for. The certificate is issued to Theodorou,Michael&Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0030 6/22/2021 ELECTRICAL CERTIFICATE NO. 48380 8/14/2023 PLUMBERS CERTIFICATION DATED 7/18/2023 Teist Soullas r A iz gnature o�su TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48380 Date: 10/6/2022 Permission is hereby granted to: Theodorou, Michael 4906 Peguash Ave Cutchogue, NY 11935 To: Construct additions and alterations to existing single-family dwelling per SCHD approval. WPIctc-eS NA 4531(p . At premises located at: 70 Fleetwood Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-1 Pursuant to application dated 10/6/2022 and approved by the Building Inspector. To expire on 4/6/2024. - Fees: PERMIT RENEWAL $311.60 Total: $311.60 Building Inspector a�g Fait TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy 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#: 45316 Date: 10/9/2020 Permission is hereby granted.to: Theodorou, Michael �- 4905 Pequash Ave: Cutchogue, NY 11935 To: construct additions and alterations to.'existing single-family dwelling per SCHD approval. At premises located at: 70 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-1 Pursuant to application dated 8/26/2020 and approved by the Building Inspector. To expire on 4/10/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $573.20 CO -ADDITION TO DWELLING $50.00 Total: $623.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old orPre-existing Building: (check one) Location of Property: Al n House No. / Street mlet Owner or Owners of Property: o'�! f Suffolk County Tax Map No 1000, Section /Z Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: /��i0r1f Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF so�ryol ti O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlinl'D-town.southold.ny.us Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Theodorou Address: 70 Fleetwood Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 48380 section: 110 Block: 4 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Gerard Electric License No: 40564ME SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 39 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 26 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights 4' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3Q 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Hood, Electric Floor Heat Notes: " AS BUILT NO VISUAL DEFECTS " First & Second Floor Renovation w/ New Basement Inspector Signature: Date: August 14, 2023 S.Devlin-Cert Electrical Compliance Form f' % S011T,yo Town Hall Annex Mpg Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ,l Southold,NY 11971-0959e�yjF n F l BUILDING DEPARTMENT J U L 3 1 2023 _d TOWN OF SOUTHOLD BMT.DI<NG DEPT. CERTIFICATION _ Date:—_JvL-_V �,2DZ3 Building Permit No. � Owner: 1 Ching! D U (Please print) Plumber:. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i ( umbers Signature) CC Sworn to before me this 10�. day of�U 20 2S Notary Public, Wo ('aunty STEPNANNIE DANIELLE NICKELS Notary Public,State of NewYork No.01 M6266032 Cualined In Suffolk County lCommisslon Ex Tres August 27,20 ho�aOFSOUTyO� l f TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] Y ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: cAc*_j �01 A;.� ut?n��? Oil ice WUZM- DATE INSPECTOR ",Z/A � �{ pFSOU ti��a TyO� # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 A 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: [�;I !FQ- fln O -o DATE 'fO"h7 INSPECTOR �, ✓ r OF SOblyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,� 765-1802 IN-SPECON Y] FUNDATION 1ST [- ROUGH PLBG. UNDATION 2ND'. [ ] INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O RE RKS: S 6 0"0001� © 'f� trl.w 1a' ;e DATE INSPECTOR ho��Of SOia plyolo • �o 0uNO a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 c� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� � INSPECTOR Y �aOF Ulyo f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST 6UGH PLBG. [ ] FOUNDATION 2ND =[v INSULATION/ HULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] :FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: G� ©v- I DATE INSPECTOR OF SOUTyo �, J ��1/J 70 1:r Gl o l , # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: 1/1 p< U 4- X 4;�/1!d o` Ale tv 7F3-A se&u^s� KV2i, 0,006 c,e,C -1 A "Zf i la '!t M-o, I A 9 J7"A_ (-f/VLfA4L- 4Cr v(\\\ lll-td� c PMate ,f T /aa/0- DATE Q / 2 INSPECTOR LqOF SOUj TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: AL-1 �- Cl DATE INSPECTOR `l qogo ��pF SOUTyO - h0 �O * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 16--, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R NTAL REMARKS: C-1)K^V�- Lops ®rn? cot�vl� c-ok SO DATE yDYZI INSPECTOR F 2023Delfno Insulat'onCo , n 317 Burman Blvd,Calverton,NY 11933 r�11,DnIG DEPT. CERTIFICATE OF INSULATION JAB INFO: THEODOROU, MIKE DATE OF INSTALLATION: 12/28/22 4905 P;EQUASH AVE CUTCHOGUE, NY 11935 RIM JOISTS- POLY WRAP CELLAR WALLS-WALL DRAPE INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM p FIBERGLASS 3.5" R-13 FIBERGLASS 3.5" R-11 p CELLULOSE p CELLULOSE INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM p FIBERGLASS p FIBERGLASS p MINERAL WOOL p TEMP CONTROL INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM p FIBERGLASS p FIBERGLASS p CELLULOSE p CELLULOSE ❑ FIRE CAULKED TO CODE DATE OF INSTALATION: N/A ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: N/A p AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: N/A p DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION: N/A p DC-315 THERMAL BARRIER TO CODE R316.4 DATE OF INSTALATION: N/A I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. X� "" " a, AUTHORIZED SIGNATURE Michael Theodorou 70 Fleetwood Rd Cutchogue, NY 11935 04/15/2022 M Southold Building Department 54375 NY-25, Southold, NY 11971 To whom it may concern, I am requesting an extension on my existing building permit set to expire this month. We have experienced extended wait times on deliveries of materials due to supply chain shortages and limited capacity to have multiple contractors working at the same time due to COVID restrictions during the renovation process. Additionally, there were changes and unforeseen issues which, has added to the completion time. Sincerely, Mike Theodorou `C FOUNDATIQN(is � ► "------------- 19 '�' FOUNDATION (2ND) ROUGH FRAMING I�LUMB oINSULATION-PEA N..Y. � Aw STATE ENERGY . , �A W.'_------ -- - IVA ale di�RD7�® ;oil 1117 2 IV mll*muoxm e v � o ti i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 114ard of Health SOUTHOLD, NY 11971 ,,, is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 l SS vey Southoldtownny.gov PERMIT NO. [(� Check '-Septic Form Id`'_3-B-ft.C. �rnstees C.O Application fgFc"ermit Examined ,20� Single&Separate Tru s Identification Form St -Water Assessment Form Contact: Approved �' 203 Mail to: Disapproved a/c /10 Phone: o V Expiration ,20_� Building Inspector AUG 2 6 2020 APPLICATION FOR BUILDING PERMIT I3�TI,D.IP%;G DEI�?'. Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in 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 or name,if a corporation) Pee 6cr,d1, � ew�GG�� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ���T.�i c�4 h2ym Gt Name of owner of premises (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. Locat' n of land on which roposed work will be done: &4_11 G House Number St et Hamlet / County Tax Map No. 1000 Section 114? Block Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy fief Xc-,/ 3. Nature of work(check which applicable): New Building •i' Addition Alteration V Repair Removal Demolition 610- Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this app)ication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front / 30 / Rear 6-9 Depth g9 7,5' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO /� 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES VINO I�P' 14. Names of Owner of premises lj,�4 +� Address Y��/Je4GwS(,+�v Phone No. C�6�6�2 / Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �f being duly sworn, deposes and says that(s)he is the applicant (Naive of individual signing contract) above named, ',�,p� CONNIE D.BUNCH (S)He is the :4",&Z vj"'1�"�' Notary Public,State of New York No-018U6185050 (Contractor, Agent, Corporate-Officer, etc.) Qualified In Suffolk County Commission Expires April 14, of said owner or owners, and.is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,before me this day of !/L , 20. Notary Public Signature of Applicant I,BOLQINt,REPARTMENT- Electrical Inspector r°, ✓o',i i TOWN OF SOUTHOLD r FEB ToWn Il Annex- 54375 Main Road - PO Box 1179 {' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcr7southoldtownngov seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: TI j. 2-4Company Name: G-ev' cZ 1 e ' �.C� Name: &e (Z �Lb tU—t 0 License No.: email: Address: S 3o be, G tJP !� L�'� �� ��-,•CcFU. Phone No.: (� JOB SITE INFORMATION (All Information Required), Name: Address: CAS'. - c. v Cross Street: y �G. ; Phone No.: '/z- �7Z Bldg.Permit email: �Ty�•,s73 v s Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) U V 2AX-A-le- Ge-"I Le 2,cx:)A Circle All That Apply: OPIa/al Z Is job ready for inspection?: YE / NO CRot6hghln i � Do you need a Temp Certificate?: ES / NO Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: 260 _A # Meters�_ Old Meter#, New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Pitt Request for Inspection Form.As / �(1 is r/ BUILDING-DEPARTMENT- Electrical Inspector 'T®WN OF SOUTHOLD r' FE!3 Town Fill Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 'y {� Telephone (631) 765-1802 - FAX (631) 765=9502 rogerr southoldtownny.gov -� seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 2— 1► 2J i Company Name: C--T-e— Name: License No.: �� rr email: &P\mod i C EL i C Address: _3c� C_L,"cx vex OJ OWA Phone No.: t-I JOB SITE INFORMATION (All Information Required); Name: Address: '2 Cross Street: �`� >. ;,%' Phone No.. 5 i Bldg.Permit#: email: �j,�'�'"✓ Gs_`, � =>�� ' o ��� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) e.�r6L PA Circle All That Apply: �91 ;�� r '' 0 i fz/ Is job ready for inspection?: YE %.NO Rough In +' �F it Do you need a Temp Certificate?: NO Issued On ES / Temp Information: (All information required) Service Size 1 P 3 Ph Size: �L&C' A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION c Request for Inspection Formals / S( PERMIT # Address: Switches ' t Outlets GFI's ( I Surface f l Sconces H H's 2 UC Lts Fans Fridge HW Exhaust '� Oven ��✓` W/D Smokes 1I'I DW Mini 1 � l Carbon Micro Generator Combo p Cooktop Transfer l AC AH Hood ( Service \ Amps Have Used Special: Q� /'� .� �r I Comments �� -,-;c fe ) ie 1 A tl AA OA Ohn OIL—It a lnS .� I / , FFq Scott A. Russell Q3(,z, ST�O�1KIAWA\T]ER, SUPERVISOR I��J[A\lam A\ G�]EI��1[]EI��C'SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes .No ❑r171 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i r B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ J E. Site preparation within the one year floodplain as depicted on FIRM Map of any watercourse. ❑R F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature n o ' , Date & County Tax Map Number! Chapter 236 does not apply to your project. If answered YES to one or mor of the above, please submit Two copies of a Stormwater Management Control Plan nd a completed Check List Form to tlib,,Bullding Department with your,Building Permit Application. PLICANT: (Property Owner,Design Professional,Agent,Contra tor,Other) S.C.T.M. #: 1000 ate: / �District ,�, NAME: /(% !� —�— p m,l Section Block Lot ma's"'""' *" ' FOR.BUILDING DEPAR-FMENT USE ONLY" Contact Information �' � � ndrphane i umAerl Reviewed By: Date: o ert Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — pp�� / Approved for processing Building Permit. �l�L Stormwater Management Control Plan Not Required. 6� ElStormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 s� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) _— ,,� KZN0 h/I Stormwater Management Control Plan CHECK LIST NAME: �!/!� /hLerGlomG section B� z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Yk++cPnntThe a licant must rovide a Com lete Ex lanation and/or Reason for not rovidinDate: � * applicant P P P providing . tf7��`Z all Information that has been Required by the following Checklist! �I ndlll rC Tcicpin Number 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 0 b. Total Site Acreage. c. Existing- Natural& Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. Itlo j. Location of proposed Soil Stockpile Area(s). � k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 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 ONLY "*** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — ❑1 Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. ,¢ FORM * SWCP Check List -TOS MAY 2014 . o�g11FF0(/r�oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 coo _ Southold, NY 11971-0959 • _._. . _ ._-. .. . . . . BUILDIN-G DEPARTMENT -- -- -- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: / s Aaay Please tak wnotice that the-{check applicable line): � f New commercial-or.resid.ential structure Addition to existing commercial or residential structure Rehabilitation to..an existing commercial or residentib structure to be.constructed or performed at the subject property reference above.wiU..utilize (check applicable.line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof.framing (FR) Signature: ✓/r2 ,/ Name (person submitting this form): Capacity eck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 H 1/2" The construction type STROKE designation shall be C4197I 66119Yy 64111/77 AqV"or CAV17 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 4AF57 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING sc �a FR FLOOR AND ROOF FRArviiNG STANDARDS AND CODES JNG Telephone (631) 727-2303 ,tue Facsimile (631) 727-0144 irk 11901 admin@youngengineering.com YOUNG,Land Surveyor C.WOLPERT,Professional Engineer -.UGLASADAMS,Professional Engineer/Geologist ROBERT C. TAST,Architect ROBERT STROMSKI,Architect December 10, 2019 Attn: Ms. Laurie Helgans C(OPY Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank, New York 11980 RE: MICHAEL THEODOROU at Cutchogue, T/O Southold, NY 4905 Pequash Avenue (19-0121) SCTM No.: 1000-110-04-1 HD Ref. No.: R-19-0030 Dear Ms. Helgans: Enclosed are the following items: 1. one (1) copy— Notice of Incomplete Application dated December 9, 2019, and 2. four (4) prints— Building Permit Survey (Sheets 1-2 of 2) last dated December 10, 2019 amended to indicate the size of the proposed sanitary system and grading plan showing all invert elevations and highest expected groundwater elevation. We understand that submission of these documents enables you to complete your review of this application. Kindly notify us when the plans are approved and ready to pick up. If you have any questions, please contact us. Planning Engineering Land Surveying z�of 2 zcember 10, 2019 Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. /Mr. Michael Theodorou + encl. + 1 print 4 YOUNG &YOUNG Teleplione.(631):727--2303 400 Ostrander Avenue Facsimile (631) 727--0144 Riverhead,'New York 11-901 admin@ oungengineering.com HOWARD W. YOUNG;Land Surveyor. THOMAS-.C.WOLPERT,'Professional Engineer DOUGLASAEAMS,Professional ology Engineer/Ge ROBERT C'.TAS7 Architect . ROBERT STROMSKI;Architect September.22, 2020 . Attn: Ms. Laurie Helgans- Suffolk County Department of-Health Services' C(DPY Office of Wastewater Management 360 Yaphank'Avenue, Suite'2C Yaphank, New York.11980 RE: MICHAELTHEODOROU at,Cutchogue, T/O Southold,'NY 4905'Pequash Avenue (19-0121) SCTM No.: 1000-110-04-1 HD Ref: No.! R71970030 Dear Ms:_ Helgans: -Enclosed are`the following.items: 1. one (1) copy- Floor Plans;'and 2. four'(:4) prints—Building Permit Survey (Sheets 1-2 of 2) last dated September 17, 2020.. Please note that the September 17, 2019_revision of this plan was 'previously approved by the Department on December 23, 2019. . We understand that submission of these documents enables you to complete your review of this application. Kindly notify us when the plans are approved and ready to pick up. If you have any questions, please contact us. Planning Engmeeiing Land Surveying Page 2 of 2 September 22, 2020 Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. /. Mr. Michael Theodorou + encl. + 1 print YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geologist ROBERT C. TAST,Architect ROBERT STROMSKI,Architect October 9, 2020 Mr. Michael Theodorou 4905 Pequash Avenue Cutchogue, New York 11935 RE: MICHAEL THEODOROU at Cutchogue, T/O Southold, NY 4905 Pequash Avenue (19-0121) SCTM No.: 1000-110-04-1 HD Ref. No.: R-19-0030 Dear Mr. Theodorou: Enclosed are two (2) prints of the Building Permit Survey (Sheets 1-2 of 2) last dated October 8, 2020 bearing the SCDHS revised stamp of approval to construct dated October 8, 2020, together with a copy of the Permit including Conditions for Obtaining Final Approval of Constructed Project, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. Planning Engineering Land Surveying (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)3 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.727.2505 fax. 651.727.0144 AREA = 18,894 SQ. FT. odmin@youngengineering.com *SUBDIVISION-"MAP OF PROPERTY OF RAVATONE REALTY CORPORATION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DEC.22,1930 AS FILE NO.0539. { 3 * VERTICAL DATUM = N.A.V.DATUM(1988) Hov4ord N.Thomas 0. Violpe t Profe sionol Engineer *SUBJECT PARCEL IS IN ZONE X-SEE FLOOD INSURANCE RATE Douglas E. Adams, Professlonai Engineer W rj E MAP PANEL NO.36103CO164 H LAST DATED SEPT.25,2009. Robert 0. Tast, Architect Robert 5tromski, Architect i I HEALTH DEPARTMENT USE S � I I � I I I (Dwelling with Public Water) i \ N I Dwelling with Public Water) I i }y OCT w (Dwelling with Public Water) I ( -. Zl) \ '* (Dwelling) (Dwelling with -i Public Water) m I c l I m LA \ � I / -•.,. ., i ••..,J� t ....,ary l:`_b. � .....f.°:s.�i?Yi•6� `,`i;.�FRi•v r..T 7C/ it ru�i i !` .� '. :•4T+•n•ih,c �; t m WELL ds � Q/ - Q• 1 .`�..it-:..� .,l:c'.:_... ....-..:,... .a+.. T.�i ,.,� \iZ WATER MAIN w---- w w i w w i '. F APPROXIMATE LOCATION OF +10.1t D..,,t 1] ti w w w w w ROAD EXISTING SANITARY SYSTEM TO w.t �3 /) r--- -- '� J ". w w w w �L ET r Y O D 14.70 BE ABANDONED IN ACCORDANCE °may +17.88 O1 yVITH5CDH5 STANDARDS CMF i f'i�. ...,. ��(,I.�..Gi.�.�.�._�-l�(4�`:l!�...._,r...._........_......-_..v. s Pi. 16.96 EOP D4�1��T�E15.34 199.9 PRF CMF \ \ ° C.i ti aYe.. li'Pi .. �':_ a c . v: 17.23 13.76 1 31 MF \ M tRrF+ .er• 1.r"pRf+ r rorS°a -W9- ry07P Sjr'..T.y^Vt A. .fA CMF o-o--o Po 0 bo � \ _ ,\O�P� ��V WMR 14.59 StiJ� 0 1, �30 \ `0� 15.29 O� 13.72 20.08+ m P1G�y02� s9 fs O'� \ tJ PX 17.56 DRIVEWAYTO�i °p ry ��,��, a ; 1 PROPOSED P \ 17.35+ BE REMOVED ECK �c� � -- -� 12.5' EXTENSION \�O� 11.25 g 90 �Ojt �O \ E M 209 9. / 'p ENGINEER'S st +13.51 / -- Ztl� fflla 10.0+ / c4. � Q a� � O� O \ y.s,a"eT,•a.<e„� PROPOSED 0 9. + r� 0 _ iS A+..-y <;,;°F,T, \ f�p 0 10.77 0 11.08 �Pl�C i• la \ p p a°,. f� f I DRIVEWAY 3.3' n bfl O $ / TC pP ij �L (� �` O t OVER w 3 N TOBEDER / 6P 0.27 �. J iS O� \ a �Yp' �. °,'i� 8'',:• / \ •O +17.81 S 2 PROPOSED / Lg T �' "" �y'r t\��`? t:<F3iz. a ^//\\ �% STORY REMOVED 12.18 SANITARY 11.28+ �P'•r�,.'"°„p•.� Z- ui FRAME 8.1' 14.84 + SYSTEM / paZ \ G6� Imo' 'S/ xi "h �V .3 HOUSE C',f 1 \ //�J y�wj� ; •° 3.31. US _ ;F� I / , pint �iia�i '�V• �`���� __ C' t,tx. s' •ev' N - PROPOSED( i �� \��/ a.r ASEMENT 'r 'p HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n . ti .A \ 2a.o' N a 2' co ENTRANCE / 12.07 / THOMAS C.WOLPERT,N.Y.S.P.E.NO.6i483 I F? , a 18.26 Q 12.26 'r:> \F + OQ // \ 4 DOUGLAS E.ADAMS,N.Y.S.P.E. +19.39 LOh' 2RdSTORY +15.33// \ \ tfE 4 �!"3r;r i ^ .E.NO.80897 o .fA OVERHANG Pi \\ / 14.21 13.31 G6l. \� '9LTH ,`! J // `\ SURVEYOR'S CERTIFICATION o \ �/J 16.2a+ // ' , • e goy / 3 \ \ *WE HEREBY CERTIFY TO MICHAEL TH E O D R O U THAT THI s PJ f// a // \ ,ho 5, 13.9 P�5 / ,� ,��(\ \ SURVEY WAS PREPARED IN ACCORDANCE WITH TH CODE OF PRACTICE FOR s G "O, // \�P�y A ooA� /// �'O\a5'�\ \ LAND SURVEYS ADOPTED BY THE NEW YORK STAT /tS50CIATION OF PROFESSIONAL LAND SURVEYORS. ko � ,�'� / •``o'C 4`�\� ,1p'(Q'�l C;`,"F^,"..............�,r.,.,�""/ _""'"..�.,...,. \ tI (- S {!':,1, `rQ, 1� L#ii � '�A 7 i� f P ^f" &d'n„i e\\\�oa� "s -•' ;i oE\ ,3�I HOWARD W.YOUNG,I(.Y.S.L.S.NO.45893S' `a r ._ J CMF Ile \ R� +19.62 SURVEY FO MICHAEL THEODOROU \ lie,Q°b\° / PART OF LOT 44 & LOT 45 E� MAP OF PROPERTY OF RAVATORE REALTY CORPORATION" E i�«'.;netµ.°....d E n�a •:.r.;'r ,-.f..--i'_y rfT `_ o ' �t' /' at Cutcho ue, Town of Southold /� _. - c,...,y Suffolk County, New York A.e ta:ALAb 4" / i v9 �vAA1�1A«Fi.•:3 i;.r_ vt� i���i:�" L�t�, a �.X � �cl BUILDING PERMIT SURVEY County Tax Map District 1000 Section 110 Block 04 Lot 1 o ,' / FIELD SURVEY COMPLETED AUG,23,2019 MAP PREPARED NOV.05,2019 ' // Record of Revisions LEGE%ND �,/ // REVISION DATE / ADDRESSED SCDHS NOICA#1 DEC 10 2019 BBC = BELGIAN BLOCK CURB / AMENDED BUILDING PERMIT DATA SEPT 17 2020 CP =CONCRETE PAVEMENT // AMENDED BUILDING PERMIT DATA OCT.08 2020 EOP =EDGE OF PAVEMENT PVCF =PVC FENCE / N PRF o 0 POST&RAIL FENCE CMS =CONCRETE MONUMENT SET CMF =CONCRETE MONUMENT FOUND WSS = WOOD STAKE SET WSF =WOOD STAKE FOUND P„"� /// 30 0 15 30 60 90 WMR = WATER METER J 9 =UTILITY POLE NOTE: Scale: 1EUL- 196 ,. zu FINISHED FLOOR ELEVATIONS TO BE JOB NO.2019-0121 VERIFIED BY ARCHITECT DWG. 2019_0121_bprl 013FF.Co.w'Aull SE13,11c7m, 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AID ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF THE LENDING INSTTUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(OP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, SITE DATA 400 Ostrander Avenue, Riverhead, New York I1a01 onY ' tel. 651.727.2505 fax. 651.727.0144 AREA = 18,894 SQ. FT, odmin@youngengineering.com *SUBDIVISION-"MAP OF PROPERTY OF RAVATONE REALLY CORPORATION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON DEC.22,1930 AS FILE NO.0539. eeelll • Howard Vi. Young, Land Surveyor VERTICAL DATUM =N.A.V.DATUM(1988) Thomas G. Wolpert, Professional Engineer *SUBJECT PARCEL IS IN ZONE X-SEE FLOOD INSURANCE RATE Douglas E. Adams, Professional Engineer MAP PANEL NO.36103CO164 H LAST DATED SEPT.25,2009. Robert G. Tast, Architect Robert 5trom5ki, Architect HEALTH DEPARTMENT USE PROPOVMD HOU5E 10.00, 50.00, BASEMENT FLOOR EL=13.4 FINISHED GRADE EL=13.1 G.I. COVER EL=13.0 EL=12.3 2'MAX.MIN. 2 11 MIN ENGINEER'S CERTIFICATION omul-r4+�olmg 4" DIA PVC, U n 2' MAX. 4" DIA PVG r,.. IE=a.o PIPE @ 2.00% IE=8.8 PIPE I.00% 0.50, FLOW LINE 0.33' b ? _ 4 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ��r '>' • „ 'tl-'..'.:; T HOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �`'�+,A, s EL=4.0 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 r;�•r x4•V'• ,'Jj H16HE5T Z ;+, • ly*i' s 8.00' EXPECTED 800, GROUND WATER SURVEYOR'S CERTIFICATION. � `> 9 EL=I.o WE HEREBY CERTIFY TO M I C HAE L TH EO D�0. K. Fy -IHaT;THI s 1500 GAL. SEPTIC TANK (3) LEACHING POOLS SURVEY WAS PREPARED IN ACCORDANCE WITH THE'406E OF PRACTICE FOR (500 S.F.S.W.A) LAND SURVEYS ADOPTED BY THE NEW YORK STA ASSO&AtlIbN OF PROFESSIONAL LAND SURVEYORS. ff HYDRAULIC PROFILE NTS44 � 'Y •,� 8 I i tl TEST HOLE t`\�`°a, n r•_`3 ,�'eJ/! HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 BY SLAGKE TEST BORING,INC. \• �t ;t✓, DATE, 12/0I/I7 r EL-17.0 0,0' COARSE TO MEDIUM SURVEY FOR FINE RUST BROWN d BROWN 5IL7YSOIL SAND MICHAEL THEODOROU AND TOPSOIL,SOME COARSE TO SMALL &RAVEL t FINE SAND (SM/5N PART OF LOT 44 & LOT 45 4.oH MEDIUM TO FINE RU5T "MAP OF PROPERTY OF RAVATORE REALTY CORPORATION" BROWN SAND,SOME n COARSE TO SMALL �n &RAVEL,TRACE at Cutchogue, Town of Southold LARGE 6RAVEL (5NU Suffolk County, New York N MEDIUM TO FINE RU5T 6° BRAWN SAND,MALE COARSE TO SMALL BUILDING PERMIT SURVEY o 6RAVEL,TRACE LAR6E GRAVEL a (SIN 8.0' County TAX Map District 1000 Section 110 Block 04 Lot 1 MEDIUM FINE a BROWN SAND FIELD SURVEY COMPLETED AUG,23,2019 (SP) MAP PREPARED NOV.05,2019 10.01 MEDIUM TO COARSE LIGHT BROWN d RUST Record of Revisions BROWN SAND,SOME REVISION MEDIUM TO COARSE DATE 6R`VE- ADDRESSED SCDHS NOICA#1 DEC.10 2019 (SIN AMENDED BUILDING PERMIT DATA SEPT.17 2020 Is.o'MEDIUM TO COARSE AMENDED BUILDING PERMIT DATA OCT 08 2020 6W LIGHT BROWN d RUST EL=0.5 BROWN SAND,SOME MEDIUM TO COARSE o &RAVEL 0 (5W) 0 22.0' c v COARSE LIGHT BROWN m SAND,TRACE COARSE TO SMALL&RAVEL 30 0 15 30 60 90 (SIN 0 9 21.0' Scale; V = 30' HIGHEST EXPECTED GROUNDWATER EL=1.0 JOB NO.2019-0121 DWG. 2019_0121_bp 2 OF 2 (I)UNAUTHORIZED ALTERATION OR ADDITION TD THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA ON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO IE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(7)COPIES OF THIS SURVEY MAP NO'BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE'OMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION (�RTIF10TIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION C'"WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATAU OBTAINED 4FROM 0 FRS CERTIFICATION Y. N SITE DATA °^"-tq---- 400 Ostrander Avenue, Riverhead, New York I1a01 AREA = 18,894 SQ. FT. tel. 651.127.2505 fax. 651.admin®youngengineering.com '72-7.0144 *SUBDIVISION-"MAP OF PROPERTY OF RAVATONE REALTY `�� , CORPORATION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK �9 COUNTY ON DEC.22,1930 AS FILE NO.0539. 1Y1Y 3� * N.A.V.ERTICAL DATUM = DATUM(1988) Howard W. Young, Land Surveyor J Thomas G. Wol ert, Professional Engineer *SUBJECT PARCEL IS IN ZONE X-SEE FLOOD INSURANCE RATE Douglas E. Adams, Profession g MAP PANEL NO.36103CO164 H LAST DATED SEPT.25,2009. g al Engineer St1FFOLK C:OU� T Y D••i::i=l:n T MENT OF HEALTH SERVICES Robert G. Tast, Architect Robert 5tromskl, Architect APPPO\IA\.OF. t.,VORKS FOR A 13IN aL E F, , �.v RESIDENICE s patjUN 2 2 2021 fA;,i KL r.Nl-..!� - I HEALTH DEPARTMENT USE 1 The Sfih'3g@ G:SCG..31 un( 4Y.: ,. .lj:p} .,n...s at tiniiS.option ha�a been �nA I Inspected andfor m-rote d h4r f:}is 0ev-7t-mrei or ocher agencies and fund to I I be satisfactory FOR A MAXIMIiIt"w.—y BEDROOMS. i I I I \� I Craig Kneoper, P.E. Chief ' Office of Wasterwater Management \� WELL E e I O • .. �`^ r I J t \ WATER MAIN w w w w w " w " TOI, w w w w w w w —F w NEWOD ROAD 6 00"E 199.90, \ EOP CMF PRF CMF \ \ CMF ° MF \ °—° °PRF° WMR°—o-0 9P� �vIG kt) \ oQS O'p�IPA k INATER CO GF�ZF S-01, O'30" 2� SERVICE �j 03 91 (J Q \ O,V �,Py 2Q9` \ Z�, q T a; \ ENGINEER'S CERTIFICATION O 3 P ( t. / A Q OVER TLi 'OR v� S - p r FY 1 \ G 3.3'^ USF C l �• :I �'J` b ; { A'`a�,.d`," / � ' ho; ' 8 :., try➢ 24.0' N r Co / / \ '� HOWAkD W.YOUNG,N.Y.S.L.S.NO.45893n O THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 nd Rv LAS E.ADAMS80897 N ERHA DOUG N.Y.S.P.E.N0. SURVEYOR'S CERTIFICATION // Ac3 • r \ *WE HEREBY CERTIFY TO MICHAEL THEOD \10'� SURVEY WAS PREPARED IN ACCORDANCE WITH THE"' ACTTCEHF ti N // p01 // \� 0\d5 \ LAND SURVEYS ADOPTED BY THE NEW YORK STAT AS bCZA 1IOIV'bF r ` '; °Dc /// O �Q,C �'1 �\ PROFESSIONAL LAND SURVEYORS. \ (10 \\ HOWARD W.YOUNG,N.Y.S.L.S.N0.45893�.�Z // 'C \ y CMF / AO / SURVEY FOR / \ MICHAEL THEODOROIj'' E SANITARY MEASUREMENTS 44 \. PART OF LOT & LOT � ���°•�'- / / "MAP OF PROPERTY OF RAVATORE REALTY CORPORAKTIO \ N / / \ at Cutchogue, Town of Southold \ a; N sT 26' 36' / Suffolk County, New York N LP1 36' 45' / LP2 36.5' 40' // FINAL SURVEY LP3 48.5' 49' o County Tax Ma 110 Block 04 Lot 1 a � / / tY P District 1000 Section FIELD SURVEY COMPLETED AUG,23,2019 MAP PREPARED NOV.05,2019 LEGEND Record of Revisions ' / BBC =BELGIAN BLOCK CURB / REVISION DATE / ADDRESSED SCDHS NOICA#1 DEC.10 2019 CP =CONCRETE PAVEMENT AMENDED BUILDING PERMIT DATA SEPT 17 2029 EOP =EDGE OF PAVEMENT ' // AMENDED BUILDING PERMIT DATA PVCF—o 0 0 =PVC FENCE /' / FINAL SURVEY OCT 08 2020 / ADDRESSED SCDHS NOICA#2 APR.21 2021 a RF o ,. =POST dL RAIL FENCE � / MAY 28 2021 CMS =CONCRETE MONUMENT SET ° CMF =CONCRETE MONUMENT FOUND WSS = WOOD STAKE SET WSF =WOOD STAKE FOUND / F WMR = WATER METER 0 15 30 60 90 a `�� =UTILITY POLE / 30 Scale: V = 30' JOB NO.2019-0121 DWG. 2019_0121_fs 1 OF 1 16'-10" 3-0 ♦i/ ARCFBTECTIIRF CONSULTING PROPOSED D K EXTENSION it" VINCENI'LUCARELLI A.LA. 9 KIRKLAND DRIVE t '-1" t '-1 GREENLAWN,N.Y.11740 i ___ _______ __ 230a'-10' 631-567-1307 --_ J13 C 13 N III EXISTING 0 ❑ ®' v 1. BILCO DOOR m 7,_ - E.EXISTING DECK I MN_ I I �O• TD BE REMOVED "ci DIN rf t 1-T ^llII J U a ` X I v e 01 DYER BAT ! I < ) Olt` 631-567-1307 I BATHR 1165 BROADWAY AVE. II REMOV Exlsrl'Ec A 'o, HOLBROOK,N.Y. 11741 M1 3066 O66 s D. I WIIJDO lY rim 2' 6'-3" 7' z WI =(z) W15 . . 21 W145 (2)C 145 SEAT TTRIFARO@DTTDESIGNS.COM "o> r ——————— -- -- 2 o _ - - REVISION REMOVE 4 ST O 4 POST e •I EXISTIING PST POST ©'j �.i Y e �b ^ BEDROOM ,i FIREPLACE 30'_4" 13'-7" rc o KITCHEN NEW srmR uP� I I B'-0"CEIIINGHEIGHT I ` MASTER LI CATHEDRAL ROOM I o LL o REF BEDROOM tt3 BEDROOM V T-O"('I II.ING UII(iIIT _ •I _ n`0 CATI II'DRAL CI71.ING O POST 2)-1 3/4"x11 7 8" II{[rr{[ ® •j _ t '-7" •I (STRUCTURAL RIDGE Y�— ——_ ® 2 II 11 7' C) •I LINE OF EXISTING 6ALCONY �® I •i ,� BUILD 3 " P N `I W C=� HIGH KN E ❑ — — P WA L A'D. "x4" 4"x4" PROVIDE DRAIN tt Uom oPOST POST 17'-2* )-6"STEP ON •off FOR WASHER DEN 1 DN © USE SHOWER 385 0@' (2)-2"x 10" �hA —� BASE µ/ 12"STEEL FLITCH PLAT Ea. DATEALL TO BE Tap26 REMOVE 'Un rI,—REMOVEDT-0"(']]LINGIIfIGi1T '^ k EXISTING :o! FOYER 2668 P. •i 7l15/2020 WINDOW —� IIIi EF `m II .1 SCALE NEW"0"CLEAE-FAB ta-a N -r CL. LA I RY " BATHAS NOTED DIECT VPLACE. 7- " PROVIDE i6"NOSTIBLE 6 I I I DRAWN BY HEARTH TO ME CODE. DINING ROO(INSTALLATION MOR THE 7.0"CEILWGI$1GHT T.G. FIREPLACE TO BTE FOP F EXISTING 30310.DH E TENTDRYERPTO 5THE BUILOIECTOR) I, + x yz65r EN�65 a xa i A 41e02s CHECKED BY SO p WOOD L-----0 (.50.---- l POST '-11" '-a" 19'- V.L. PROJECT NAME 1 w SECOND FLOOR PLAN 1/4"= 1•-011 Z FIRST FLOOR PLAN 1/4"= 1 -o 0 OCwjQ m z C7 rn ww � p � o� N1108.1(R502.1)GENERAL.ADDITIONS TO AN EXISTING R302.11 FIREBLOCKING.IN COMBUSTIBLE R311.7.2 HEADROOM.STAIRWAYS SHALL HAVE A Q Q Q x F O NOTES&SPECIFICATIONS BUILDING,BUILDING SYS-EM OR PORTION THEREOF CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO HEADROOM CLEARANCE OF AT LEAST 80 INCHES � H IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THIS CHAPTER CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED MEASURED VERTICALLY FROM A LINE CONNECTING THE w a y DOCUMENT BOUND TOGETHER AT ALL TIMES.IT IS ALSO THE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE EDGE OF THE NOSINGS.SUCH HEADROOM SHALL BE E-1 � Rwi V f-I LU CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, REQUIRING THE UNALTERED PORTION OF THE EXISTING BARRIER BETWEEN STORIES,AND BETWEEN A TOP CONTINUOUS ABOVE THE STAIRWAY TO THE POINT sPECIPTcnnoNs,AND BE FAMILIARIZED WITH THE PLANS PRIOR To WORK. tn BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS STORY AND THE ROOF SPACE. WHERE THE LINE INTERSECTS THE LANDING BELOW, I= _ CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE ONE TREAD DEPTH BEYOND THE BOTTOM RISER. CN NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, OR HAZARDOUS CONDITON OR OVERLOAD EXISTING R303.7LEGEND BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED INTERIOR INTERIOR STAIRWAY ILLUMINATION. THESE PLANS AND/OR OF SPECIFICATIONS ARE IN COMPLIANCE WiTH THE ERVA , INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN RESIDENTIAL CODE of NEW PORK STATE Arlo THE 2020 FLEECY CONSERVATION CODE TO COMPLY WITH THIS CHAPTER WHERE THE ADDITION OF NEW YORK STATE, SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE SEAL LANDINGS AND TREADS.THE LIGHT SOURCE SHALL BE ADDITION COMPLY WITH THIS CHAPTER AS A SINGLE R502.2.2 BLOCKING AND SUBFLOORING.BLOCKING DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH == BUILDING,OR WHERE TH=BUILDING WITH THE ADDITION SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. AO QUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL LEVELS NOT LESS THAN 1 FOOT CANDLES(11 LUX)AS THE it FORMATION AVAILABLE To Us. DUE TO THE NATURE OF A TIMES USES NO MORE ENERGYTHAN THE EXISTING BUILDING. MEASURED AT THE CENTER OF TREADS AND LANDINGS SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE . RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE LUMBER OR NO.4 COMMON GRADE BOARDS. NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS THERE SHALL BE A WALL SWITCH AT EACH FLOOR PEOUIREMENTS RESULTING FROM UNFOPSEEN CONDITIONS SUCH AS EXISTING TO BE 2"X4"WOOD STUDS AT 16"O.C.WITH 1/2"GYPSUM LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE COLUMNS, DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS. CEILINGS, BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL N1108.1.2(R502.1.2)EXIS-ING PLUS ADDITION STAIRWAY HAS 6 OR MORE RISERS. ETC.. G.C. TO CONTACT R.A UPON ANY uuFOPSEEN COHDITIOrIs ARISING. AS REQUIRED. EXTERIOR WALLS TO BE 2"X4"WOOD STUDS COMPLIANCE(SIMULATED PERFORMANCE R502.1.2 END-JOINTED LUMBER. AT 16"O.C. WITH R-15 BATT INSULATION OR MATCH ALTERNATIVE).WHERE NONCONDITIONED SPACE IS EXCEPTIONS: APPROVED END-JOINTED LUMBER IDENTIFIED BY A EXISTING ADJACENT WALL AS REQUIRED. CHANGED TO CONDITIONED SPACE,THE ADDITION 1.A SWITCH IS NOT REQUIRED WHERE REMOTE, GRADE MARK CONFORMING TO R501.1 MAY BE USED HEADER SCHEDULE SHALL COMPLY WITH THE ANNUAL ENERGY COST OR CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS INTERCHANGEABLY WITH SOLID-SAWN MEMBERS ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED ENERGY USE OF THE ADDIT,ON AND THE EXISTING PROVIDED. OF THE SAME SPECIES AND GRADE. ALL WOOD FRAMING INCLUDING JOISTS, BEAMS, —"— WITH DOUBLE FLOOR JOISTS AS SOLID BEAPITG BENEATH, BUILDING,AND ANY ALTEtAiIONS THAT ARE PART OF SHEET TITLE POSTS, STUDS, ETC. TO BE DOUG FIR OR BETTER THE PROJECT,IS LESS THAN OR EQUAL TO THE R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART NOMINAL LUMBER SIZE: SPANS— SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED ANNUAL ENERGY COST OF THE EXISTING BUILDING OF A BUILDING WALL ENCLOSING HOT TUBS, FLOOR PLAN AND HARDWIRED WITH BATTERY BACK-UP SINGLE AND WHEN MODELED IN ACCORDANCE WITH SECTION N1105. WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS OR (2)2X6 UP TO Y-1 V MULTIPLE STATION SMOKE ALARMS AS PER P314 of THE THE ADDITION AND ANY ALTERATIONS THAT ARE PART (2)2X8 4'-0"TO 5'-1 V 2020 INTERNATIONAL RESIDENTIAL CODE SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE R702.7 VAPOR RETARDERS.CLASS I OR II VAPOR OF THE PROJECT SHALL'DOMPLY WITH SECTION N1105 GLAZING IS LESS THAN 60 INCHES MEASURED RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF JOB NUMBER (2)2X10 6'-0"TOT-II" CARBON MONOXIDE DETECTOR (U.L. RATED) HAPDWIRED: IN ITS ENTIRETY. (2)2X12 8'-0"TO 10'-0" ® INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC91S.2.3.1.2 2020-54 POSTS SHALL BE 4.4(NOMMAL) -NOTE:ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING EXHAUST FAN DRAWINGS WILL SUPERCEDE THIS SCHEDULE. EF SHEET NUMBER 20F5 2"x8"DECK JOISTS 7- y_ - T PS TO GR D ®1E`O.C. SEE DETAIL EXTERIOR tj ----� 4SEMENT ENTRANCE NL LINE OF PROPOSE DECK _____ ____ R DCECONTINUOUS ARCIB'IECTLME / (2) "x 10" -- - (2) 2""= 10-- --O 2"x 10" ---- II RAFTERS AS EXISTING RIDGE & / 8"P.CONCRETE WALL ON 8" PER PLANS CONSiTL77NG / ' 12 ASPHALT ROOFING /} "x4"WOOD POST ON 12`D x3'-0" / ----ill X 16"P C NCRETE FOOTING ASPHALT ROOFING OVER 30A FELT ON VINCENT LUCARELLI A.I.A. DEEP P. CONCRETE FOOTING .ti 9 --- OVER 30(/ FELT 1 2� 1/2'COX PLYWOOD LINE OF EXISTING DECK 4 o UP LIN OF EXISTING DEC 9KIRKLAND DRIVE �l/ ---- -- ------- - _- - _---J --_-_ SEE 1/2"COX PLYWOOD •- -ate t----- -� GREENLAWN,N.Y.11740 b EXISTING Ex ISTING ExISTMG - E%STING EXISTING EXISTING UNDERPINNIN SNOW k ICE RAFTERS AS•®\ DETAIL BELOW SHIELD ALL EAVES PER PLANS 631-567-1307 I INSTALL 11 ; l h VALLEYS 24" MIN. (R-38)FIBERGLASS I 50-GALLON l Ie I INSULATION DRYWELL -2 16 AS PER R.9BELOW) �.I__ (SEE NOTE BELOW) (R-30 C) I x INSTALL GALVANIZED w/DRAIN --- --- ----- r , FIBERGLASS DECK AND POUR SLAB SECURE NEW WALL I ® NOTE BOARD FASCIA TO EXISTING WITH - -------------- • L_J SUPPORT/BRACE BOARD INSULATION I4 BARS.12 O C E%ISTIN( SOFFIT VENT MASTER BEDROOM ' �� �O• F DRILL 6"MIIBMVM I 15•-6" -I STRUCTURE (TYPICAL) - P I I I I EMBEDMENT AND 11 WHEN •I v. I I I EXISTING i EXISTING EXISTING k GROUT SOLIDS o UNDERPNNING I FUNDERPIN OPOSED IS TAKIrc (2)-2"x1D"w/ CLOSET v p� 631-567-1307 `' " SEMENT PLACE.SEE 1/2"STEEL 4 • ^ NOTES BELOW FLITCH PLATE 0'1 1165 BROADWAY AVE. EXISTING LEDGER A -I INSTALL FULL SHEET n 3/4"PLYWOOD o HOLBROOK N Y 11 (- ExISTRJG i t� 'N® EXISTING FOUNDATION I< 1/2"PLYWOOD SUB FLOOR 741 ______J L----- J SECTIONS MAXIMUM.J BETWEEN FLORS----- - -------- -- TYPICAL NEW 2% 0"F J. 016"O C. MAINTAIN EXISTING GE TTRIFARO@DTTDESIGNS.COM _---- - - ___________ �L UBLE JOIST __ ____ _ ADD SOLID BLOCK ' SO BEAM. PROVIDE NEW ' T' I . SECURE NEW WALL TO L BEAM JOIST TO THE REVISION I r - F I r N p ro FLNDVLPS DIG EXISTING FLOOR AN ADDITIONAL BOX I I m SAW-CUT 4'-0" I �'' I FLOOR FIRE STOP ACCESS AS OPENING TO�I11I EXISTING WITH A4 BARS INTERIOR,CREATING I PER R40B.3 I .' ACCESS EXISTING 'II 012 O.C.DRILL 6" A SOLID BLOCK (-J L-I o BASEMENT I Up MINIMVM EMBEDMENT I -� OVER TYVEK JOISTS TO REMAIN F VENT AS z iD $ AND GROUT SOLID a WRAP ON 1/2` ¢ PER R408.1 I ENT S 2DX 4L WOOD ON 1/2"GYPSUM WALL BOARD, o EXISTING DEL. TOP I EXISTING 2"XB'FLOOR_ W EXISTING BEAM r , 3 (- r ERR 08.1 STUDS® i6" TAPE AND SPACKLE .^ PLATE TO REMAIN JCISTS o 16"O c. O c KITCHEN FOYER L_• ,� l to L_J L I 5/8"TYPE "X" ,"NCI to .• Q I EXISTING FLOOR ZO • L J GYPSUM BOARD ON o of "' I lz BLOW-IN , ti SYSTEM 70 REMAIN APPROXIMATE a WALLS&CEILINGS U' INSULATION iO o GRADE r 1 DO SO FT. MIN. F po 1O I 4o EQUIVALENT e U o I _o® I •'Iw TO R-30 N® EXISTING _ L , EXISTING BEAM 30 r x" ---J z r--I r-I o FOUNDATION WALL BLOWN-IN w x AND FOOTING SHALL O W - BE INSPECTED FOR o STEEL INSULATION _J L-J --- -� L_J L I STABILITY(NOTIFY COLUMN ON EXISTING I EXISTING 2a`xza"x 12" VENT AS •-1 _ 8`X16-POURED CONCRETE F O ILLS I ARCHITECT IF CONCRETE BASEMENT PER R408.1� CRAWL SPACE I BASEMENT m 8`POURED CONCRETE WALL o ti I ENT S QUESTIONABLE) FOOTING xl ;o I ER R 0e.1 z I I • AccEss As Q n �I EXISTING o °e l I PER R408.3 ^'mod�I 4'-0"OPENING CRAWLSPACE •o �,� DATE u , - o.- 4' P.CONCRETE SLAB ON 6 MIL VINYL L_--__-___-_-J I z a �e TO REMAIN N o VAPOR BARRIER ON WELL TAMPED FILL 7/15/2020 SCALE I 1 " BUILDING SEC. AI AS NOTED ��- -� I------------- ---I DRAWN BY ---- 1/4.. 1._0.. T.G. B'D M.U. CHECKED BY FOWDATION WALL V L. HANDRAIL PER R211.TA GUARD PER R112 34'-38"ABOVE NOSING NOT LESS THAN 36' PROJECT NAME 7-1 LIGHT AS I 1 ._1 " 4'_ ._9. .-1" PER CODE.­eI as11 _5"MIN I I R905.1.2ICE BARRIERS.IN AREAS WHERE THERE HAS W BEEN A HISTORY OF ICE FORMING ALONG THE EAVES ALL WORK TO BE PERFORMED IN 'L; I I `GRADE CAUSING A BACK-UP OF WATER AS DESIGNATED IN ACCORDANCE W17H THE 2020 V PROPOSED FOUNDATION PLAN 1/4"= 1'-0" RESIDENTIAL CODE of Nrs PLLNE 7 TABLE R301.2(1).AN ICE BARRIER SHALL BE INSTALLED �W FOOTING TO BE FROST PROTECTED 1 I FOR ASPHALT SHINGLES,METAL ROOF SHINGLES, W o LIGHT AS i 11a AS PER R403.1,4.1 _ J _ MINERAL-SURFACED ROLL ROOFING,SLATE AND SLATE Q W M z PER CODE: ALL CONCRETE 4000 PSI Mlx I TYPE-SHINGLES,WOOD SHINGLES AND WOOD SHAKES. R303.6 DRYWELL I Q/y Z a, 0 REQUIRED B WITH L CO IT fF-++ F REQUIRED BY LOCAL CONDITIONS UNDER STAIRWELL THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN ¢¢ STAIRS TO MEET R311.7 OF THE FOOST FODTIN-3'BELow GRADE 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, W a) � � Nrs RESIDENTIAL CODE OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN Q Q Q IT' w B-WALLS CONCRETE FOOTINGS Q l--I (J j mlD wqus STEEL REINFORCED AS SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- FER R403.1.3.1 AND R404-1,1(2) LAYMENT AND EXTEND FROM THE LOWEST EDGES OF h.H Q, y LEGEND EXTERTOR BASEMENT ENTRANCE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 F4 V� U f W INCHES,INSIDE THE EXTERIOR WALL LINE OF F SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN N.T.S. THE BUILDING. O Z --- DOTTED LINE WALL DENOTE EXISTING WALLS To BE REMOVED. M1502.1 GENERAL CLOTHES DRYERS SHALL BE TOTZEouATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL ES E0 EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. — SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS Ea°�VNOD° SEAL TO BE 2'X4"WOOD STUDS AT 16"0 C.WITH 1/2-GYPSUM '' E"sr'"Gf01N°"^°" R303.7 STAIRWAY ILLUMINATION.STAIRWAYS WITHIN BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL Ew1lA"°FDD*I T° M1502.21NDEPENDENT EXHAUST SYSTEMS. AS REQUIRED EXTERIOR WALLS TO BE 2"X4'WOOD STUDS �DD4R...—E DWELLING UNITS AND EXTERIOR STAIRWAYS SERVING DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT AT 16"O.C.WITH R-15 BATT INSULATION OR MATCHA DWELLING UNIT SHALL HAVE AN ILLUMINATION LEVEL 41T OF ALL OTHER SYSTEMS AND SHALL CONVEY THE EXISTING ADJACENT wqu As REouIRED. G..a« DST x MOISTURE TO THE OUTDOORS. ON TREAD RUNS OF AT LEAST 1 FOOTCANDLE. ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED uNu wiorH lorD i1o°v c AARBp'DD -"- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. LA1 „ "P, ID, „AN ApEa�."ND R405.2.2 VAPOR RETARDER. R806.1 VENTILATION REQUIRED. A 6-MIL-THICK(0,15 MM)POLYETHYLENE VAPOR ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES JZ N°oTEI _ w° RETARDER SHALL BE APPLIED OVER THE POROUS FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO SMOKE DETECTOR(U.L. RATED) MUST BE INTERCONNECTED UNDERPINNING WORK SHALL BE PERFORMED BY Z _III-III ocn"c AeovE u AND HARDWIRED WITH BATTERY BACK-LIP. SINGLE AND OUALIFIEDMASONCONTRACTOR =III=I LAYER WITH THE BASEMENT FLOOR CONSTRUCTED THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE • AN'ACCESS PIT'APPROXIMATELY I FEET SOUARE• THE NEW FOOTINGS SHALL BE JOINED TOGETHER L I= OVER THE POLYETHYLENE. CROSS VENTILATION FOR EACH SEPARATE SPACE BY 2020 INTERNATIONAL RESIDENTIAL CODE. SHALL BE EXCAVATED TO A DEPTH TO PROVIDE WITHYSREBARDOWELS@1PVERTICALLY. I SHEET TITLE ACCESS FOR MEN TO GET UNDER THE FOOTING AS• AS INDICATED IN THE ILLUSTRATION DI ABOVE AND VENTILATING OPENINGS PROTECTED AGAINST THE ILLUSTRATED S H EX THE BANSLOCATIONS ILLAND 121 CAN BE clHufgLsruRN:D 8DK FOUNDATION ® CARBON MONOXIDE DETECTOR CARBON RATED) HARDWIRED. UNDERINNINGHDIRECTINUED IN ERT MEN THEoONCRETEHASGSIMULTANEOUSLY. ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS INSTALL A MINIMUM OF SCONE CARBON AS PER I DETECTOR ILLSTRINNINGPRDIRECTLYUNDERTHEWALLAS• STRNGTHINLCATIONASGANDIlSUFFICIENT R408.1 VENTILATION.THE UNDER-FLOOR SPACE SHALL BE PROVIDED WITH CORROSION-RESISTANT WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC 915.27.1.2 ILwsrRA7ED INIc]. STRENGTH LOCATED 13]AND EXCAVATED DATE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE • THE MAXIMUM EXCAVATED SPAN UNDER MY LOCATIONS LOCATED AT(3]CANBEEXGAVgTED ® DETAIL "A" WIRE MESH,WITH 1/8 INCH MINIMUM TO 1/4 INCH AND SECTION FECT EXHAUST FAN FKx+QFFOOTINGSHALL (EXCEPT AND CONCRETE PLACED. •" "Ta EARTH UNDER ANY BUILDING EXCEPT SPACE MAXIMUM OPENINGS. EET THESPACES REMAINING SHALL NOW BE FILLED IN EF AS SOON AS PRACTICAL,CONCRETE HAVING A28 BY HAND AND COM PACTED TO A%x DENSITY. OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION JOB NUMBER DAY MINIMUM COMPRESSIVE STRENGTH OF 3500 TOP OF UNDERPINNING OF NEW FOOTING OR SLAB OPENINGS THROUGH FOUNDATION WALLS OR PSI AIR ENTRAINED SHALL BE PLACED UNDER SHALL STOP V-7 CLEAR FOR NON-SHRINK EXISTING FOCI SEE NOTE 9. HIGH-STRENGTH GROUT.SEE ILLUSTRATION(DI EXTERIOR WALLS. THE MINIMUM NET AREA OF R807.1 ATTIC ACCESS. 2020-54 VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES FOUNDATION UNDERPINNING N.T.S. FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A SPACE AREA. ONE SUCH VENTILATING OPENING SHALL CLEAR HEIGHT OF OVER 30 INCHES.CLEAR HEADROOM SHEET NUMBER BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. 3 O F 5 Ivor 44'-1 1 13'-4" 4'-8" 7'-1 " 3'-4" 6'-,3 5'-11 " 3'-0" 2"x8" DECK JOISTS 7' 5" 7'-5" 7'-5" @16" O.C. T PS TO GRADE SEE DETAIL OF EXTERIOR (- - - - - ASEMENT EN RANCE CONTINUOUS LINE OF PROPOSE DECK - -- - - - I I I ::.' RIDGE VENT ARCHITECTURE - - - - - - - - - - - - - - - / (2) "x 10 (2) 2" X 10" ( ) 2' X 10"- 1 - - - I I I ;:;. I & RAFTERS AS EXISTING RIDGE CONSULTING - - - - I I 8" P. CONCRETE WALL ON 8" PER PLANS 12 ASPHALT ROOFING x4" WOOD POST ON 12 o x3 -0 �� II 1 ' :' I X 16 P. CONCRETE FOOTING ASPHALT ROOFING OVER 30# FELT ON VINCENT LUCARELLI A.I.A. /0 / DEEP P. CONCRETE FOOTING ' c� - - - - I o / Li OVER 30# FELT ON 7 1/2" CDX PLYWOOD 9 KIRKLAND DRIVE - - - - - - - - - - - - - - - LINE OF EXISTING DECK 1� I UP I I I LIN OF DECK ABOVE _ - - � - - I- - - - _I - - - - - - - - - - - - - 1/2" CDX PLYWOOD GREENLAWN,N.Y. 11740 EXISTING EXISTING EXISTING `O EXISTING IA--- , `' EXISTING EXISTING SNOW & ICE o � - - \\ - RAFTERS AS 631-567-1307 N � SHIELD ALL EAVESPER PLANS INSTALL I f'; I & VALLEYS 24" MIN. (R-38) FIBERGLASS 50-GALLON IAS PER R.905.2.7.1INSULATION DRYWELLL_ - - - - 28 - - - - - - - I - (SEE NOTE BELOW) (R-30 C) w/DRAINFIBERGLASS2"X6" FASCIA NOTE: INSULATIONrT -T 1 o cn °� - - - - - - - - - - - - - - o L _ -J SUPPORT/BRACEBOARD MASTER BEDROOM O` d' i= SOFFIT VENTz I15'-6" I I I EXISTING oSTRUCTURE (TYPICAL) � 10'_6„ WHEN Q- EXISTING w EXISTING EXISTING EXISTING EXISTING ;`F UNDERPINNING / �� 631-567-1307 ;� I I I �� ��� - J� - �� - --®�1. t PROPOSED I I I co IS TAKING o (2) 1/2" " w CLOSET I L- L __L 0 BASEMENT PLATE. SEE 1/2" STEEL o NOTES BELOW i� FLITCH PLATE �� 1165 BROADWAY AVE. 6'-1 ' ! N @ '�..., ( ..:: I INSTALL FULL SHEET 3 4" PLYWOOD / o HOLBROOK, N.Y. 11741 r EXISTING 1 6' 6" 2"x8" LEDGER A +� ( ' I 1/2" PLYWOOD SUB FLOOR - - - - -6068 S.D. - - - - - - - _ _ _ J -1 3 -1 3 4"x9 7 8" LVL 1 - - BETWEEN FLOORS, ivy ( ) / / TYPICAL NEW 2"x 0" F.J. @16" O.C. MAINTAIN EXISTING TTRIFARO@DTTDESIGNS.COM - - - - - - - - BOX BEAM. PROVIDE `': r - - >,t- - - - - - - - - - - - - - o �-�- BEAM POCKET - ADD SOLID BLOCK (3 -1 4"x9 7/8 LVL 0 I UNDER NEW AN ADDITIONAL BOX REVISION x J x J .x x FIRE STOP BEAM JOIST TO THE � N N ( I Ln FLOOR INTERIOR, CREATING o o cV c L o I I VINYL SIDING EXISTING FLOOR A SOLID BLOCK. c N ON - ��� "II UP - I I JOISTS TO REMAIN H N OVER TYVEK PER R4081 I i L=VENT AS z: o c� I 1 '• I CDXWRAPPLLYWOOD ON o N i� . 0)11 cn o @j rn N i� 1 2 GYPSUM WALL BOARD, o X J @ I 2" X 4" WOOD / EXISTING DBL. TOP ENT S TAPE AND SPACKLE 2"X8" FLOOR w I ERR 08.1 STUDS @ 16" r PLATE TO REMAIN. JOISTS @ 16" O.C. I I O.C. KITCHEN FOYER o F_ -I (3)-1 3/4"x9 7/8" LVL 7 -1 -1 (3)-1 3/4"x9 7/8" LVL I .. I j Z (DOUBLE ALL JOISTS) p Q I z �- -� L J �- -I I I APPROXIMATE �_ 0 WOOD IN BEAM �r o 11'-6" X 13'-2" =cii X 15'-4" 13'-6" I POCKETS TO BE GRADE Q o 6 -" cn 6 p I I LINED WITH COPPER Q N I J N O O J N—IN _ OR CODE—COMPLYING (3)_1 U) Z U) 1 1 3 1/2 STEEL COLUMN M r� II [NLSOUW LATION 00 I :< I I EQUIVALENT(TYPICAL) - --� R-30 W O _ ao ON 24"X24"X12" z QUIVALENT -" I I N ,=" 3/4"x9 7/8" F.GLASS p O Z POURED CONCRETE O N LVL GIRDER U- T I� o dU If 0 R-30 @� _ INSULATION _:. FOOTING (TYPICAL) w I I 8" POURED CONCRET o W O 2"X8" FLOOR FOUNDATION WALL STEEL BASEMENT z '-JOISTS LL @ 16" O.C. VENT AS I F- -1 (3)-1 3/4'x9 7/8" LVL F -I F � (3)-1 3/4 x9 7/8 ' LVL I �`�.: „ ��-_ ,-" °� COLUMN ON - �' ENT S r. ..~• PER R408.1 I = = I = = I ERR 08.1 24"x24"x 12" REPLACE FOOTINGS AND Z o L J (3)- L - -1 8"x16" POURED CONCRETE FOUNDATION WALLS - 1 3/4% I I CONCRETE FOOTING FOOTING BASEMENT X v, X J 9 7/8" LVL J i ,.- DATE .. I ....... _ --- - 7/15/2020 m-uf II X 4" P. CONCRETE SLAB ON 6 MIL VINYL '`�F x o @ !. N @, VAPOR BARRIER ON WELL TAMPED FILL SCALE w � 18'-10" 1 ( AS NOTED - - - - - - - - - - - - - - - - - - - - - - - BUILDING SEC DRAWN BY i J I • - - - - - - - - - - - - - - - - - - - - - - - - - - - T.G. 1/4if 1 '-OTT - - - - CHECKED BY V.L. FOUNDATION, CONCRETE, AND MASONRY �� PROJECT NAME • CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 12'-0" 2'-10" 4'-,3 2'-9" 23'-1 " • ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS 44'-1 1" . Sol_ TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. BEEN A HISTORY OF ICE FORMING ALONG THE EAVES • FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. CAUSING A BACK-UP OF WATER AS DESIGNATED IN • WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED Y PROPOSEDFOZ.JNDATION PLAN 1/4�� = IV-OTT • NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, w w • FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE W 0 TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. 0 u M Z • ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN �/ • ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. � O 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, W O r-' • ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN H • CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- O m F- • FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. • LAYMENT AND EXTEND FROM THE LOWEST EDGES OF w H • BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 �+ O� 0 LEGEls;D • FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. INCHES, INSIDE THE EXTERIOR WALL LINE OF QW� w • APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. THE BUILDING. W 8" C.M.U. • NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY Z SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. FOUNDATION WALL AR HITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. HANDRAIL PER R311.7.8 GUARD PER R312 • NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. M15O2.1 GENERAL. CLOTHES DRYERS SHALL BE �'. .d DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. 34"-38" ABOVE NOSING NOT LESS THAN 36" EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S. _ I ' - - ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL • PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. ` TIMES • UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. INSTRUCTIONS. „r 2 3 2020 LIGHT AS I PROVED TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. PER CODE: SEAL SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS R303.6 -�I • CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR M1502.2 INDEPENDENT EXHAUST SYSTEMS. TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM 36" MIN. I I MORE THAN 7 PERCENT AS PER TABLE R402.2 DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT ;-.r r. BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL NOTES: — "� I — • CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECEIVED. `� AR AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS ALL WORK TO BE PERFORMED IN I GRADE OF ALL OTHER SYSTEMS AND SHALL CONVEY THE �E oy�r AT 16" O.C. WITH R-15 GATT INSULATION OR MATCH ACCORDANCE WITH THE 2020 I I PLANE MOISTURE TO THE OUTDOORS. ��� �p N L0 F� EXISTING ADJACENT WALL AS REQUIRED. RESIDENTIAL CODE OF NYS I p FOOTING TO BE FROST PROTECTED I r � I AS PER R403.1.4.1 ° ' r --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED LIGHT AS ` Z R405.2.2 VAPOR RETARDER. R806.1 VENTILATION REQUIRED. --- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. PER CODE: � ALL CONCRETE 4000 PSI MIX I z ,,,���,� R303.6 AS UNDER STDAIRWELL I A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES a2829� �o REQUIRED EBYWLOCALEBCONDITIONS RETARDER SHALL BE APPLIED OVER THE POROUS FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO T ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED STAIRS TO MEET R311.7 OF THE FROST FOOTINGS 3' BELOW GRADE M LAYER WITH THE BASEMENT FLOOR CONSTRUCTED THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND ��<o NYS RESIDENTIAL CODE 8" POURED CONCRETE FOOTINGS OVER THE POLYETHYLENE. CROSS VENTILATION FOR EACH SEPARATE SPACE BY MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE AND WALLS STEEL REINFORCED ASJ VENTILATING OPENINGS PROTECTED AGAINST THE SHEET TITLE 2020 INTERNATIONAL RESIDENTIAL CODE. PER R403.1.3.1 AND R404.1.1(2) ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: EXTERIOR BASEMENT ENTRANCE R408.1 VENTILATION. THE UNDER-FLOOR SPACE SHALL BE PROVIDED WITH CORROSION-RESISTANT FOUNDATION M INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC915.2.3.1.2. � EARTH UNDER ANY BUILDING EXCEPT SPACE AND SECTION N.T_S. ( MAXIMUM OPENINGS. OCCUPIED BY A BASEMENT SHALL HAVE VENTILATION EXHAUST FAN OPENINGS THROUGH FOUNDATION WALLS OR EF JOB NUMBER EXTERIOR WALLS. THE MINIMUM NET AREA OF R807.1 ATTIC ACCESS. VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES 2020-54 R303.7 STAIRWAY ILLUMINATION. STAIRWAYS WITHIN FOOT FOR EACP 150 SQUARE FEET OF UNDER-FLOOR SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A DWELLING UNITS AND EXTERIOR STAIRWAYS SERVING SPACE AREA. ONE SUCH VENTILATING OPENING SHALL CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM A DWELLING UNIT SHALL HAVE AN ILLUMINATION LEVEL BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE SHEET NUMBER ON TREAD RUNS OF AT LEAST 1 FOOTCANDLE. ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. 30F5 R507.1 EXTERIOR DECKS. _— EXISTING ROOF CONTINUOUS RIDGE — WHERESUPPORTEDBYATTACHMENTTOANEXTERIOR = VENT (TYPICAL) WALL,DECKS SHALL BE POSITIVELY ANCHORED TO THE — — — PRIMARY STRUCTURE AND DESIGNED FOR BOTH I VERTICAL AND LATERAL LOADS. I SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL.WHERE POSITIVE CONNECTION TO THE 12 PRIMARY BUILDING CANNOT BE VERIFIED DURING I — INSPECTION,DECKS SHALL BE SELF-SUPPORTING.FOR I — 7 DECKS WITH CANTILEVERED FRAMING MEMBERS ' CONNECTIONS TO EXTERIOR WALLS OR o1rHER t ARCHITECTURE FRAMING MEMBERS SHALL BE DESIGNED AND I _ CONSTRUCTED TO RESIST UPLIFT RESULTING FROM CONSULTING THE FULL LIVE LOAD SPECIFIED IN TABLE 11-301.5 ACTING ON THE CANTILEVERED PORTION OF THE DECK. 9— EXISTING VIN I.A. GABLE TO - APPROVED AS NOTED 9 KIRKLAND DRIVE REMAIN DATE: J ' GREENLAWN, N.Y. 11740 R311.7.8 HANDRAILS,HANDRAILS SHALL BE PROVIDED I E.P.# d•( FEE: 631-567-1307 ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN NOTIFY BUILDI"JG -� D EY: OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. El DEPARTMENT AT R312.1.3 GUARD OPENING LIMITATIONS. — El 765-1802 8 AM TO E REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, I Pj FOR THE RAISED FLOOR AREAS,BALCONIES AND PORCHES — FOLLOWING I N - TWO RE o 1. FOUNDATION TWO REQUIr^IE_u SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL - FOR POURED CONCRETE T F.X<>t �G 2. ROUGH - FRAMING & PLU�1BING Q CLOSURES THAT DO NOT ALLOW PASSAGE R. A 12 NEW 3. INSULATION SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. 10 I ———— VINYL 4. FINAL - CONSTRUCTION MUST �P R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE -SIDING RISER,TREAD AND BOTTOM RAIL OF A GU 4RD AT THE AZ EK TRIM �� NEW EE COMPLETE FOR C.O. 631-567-1307 VINYL ALL CONSTRUCTION SHALL MEET THE OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE REQUIREMENTS OF THE CODES OF OF A SPHERE 6 INCHES IN DIAMETER. SIDING REQUIREMENTS STATE. NOT R NEW � 1165 BROADWAY AVE. ESPONSIBLE FOR � (- rr——�--I - � rr�7,� DESIGN OR CONSTRUCTION ERRORS. HOLBROOK, N.Y. 11741 WINDOW T = �� TTRIFARO@DTTDESIGNS.COM BE REMOVE �� I o - I�I COMPLY WITH ALL CODE OI EXISTING ��I ® I II NEW YORK STATE & TOWN ;ODES REVISION DECK _ NEW Ll NEW AS RE0UIR:rD AND CONDITI )NS O VINYL I VINYL SIDING I RELOCATE SIDING FRONT DOOR rT^ .,,I I "S 130 Q US :ES Will 12"OX36" DEEP POURED I ICONCRETE FOOTING FOOTING (TYPICAL) - - - - - - - - - - - - - - - - - - - - CUPANCYOIP z - - _ — L� - - EXISTING CONCRETE FOOTING _ _ _ _ _ _ � L J _ _ _ _ — USE p - L - - - - - � � � RETAIN STORM WATER RUNOFF JC IS UNLAWFUL � -� L - - - - - - - - - - - - - - - - -I _ _ - - _ -_ _ - -L PURSUANT TO CHAPTER236 WITHOUT CERTIFIC L — — — — — EXISTING CONCRETE FOOTING- - - - - - _ _ _ _ - _ OF THE TOWN CODE. OF OCCUPANCY U) W 0 PLUMBER CERTiFICAT )N ON LEAD CONTENT BE )RE -PLUMBING CER TIFICA TE OF OCCUR NC L BN WASTE &WATERLIEC D SOLDERUSEDINWAT _R O 1/4 - 1 '-O" N zF]R_ONT ELEVATION yINGBEFORECOVERING" , SUPPLY SYSTEM CA NA )T EXCEED 2/10 OF 1/ L E 0 DATE RIGHT ELEVATION 1/419 = 1 '-0" ELE'OTBICAL 7/15/2020 SCALE CONTINUOUS RIDGE j ____zmmm__ CONTINUOUS RIDGE VENT (TYPICAL) l I I VENT (TYPICAL) AS NOTED I 12 \ I a' DRAWN BY T.G. REMOVE I ASPHALT ROOFING CONTINUOUS RIDGE Exlsnrc wwoows _ FELT FRAME I /2R CD X PLYWOOD VENT(TYPICAL) —— ————— 30' GARAGE CHECKED BY Ir -T�-� ''I I PROJECT NAME NEW VINYL NEW SIDING— LIGHT AS PER VINYL _ SIDING CODE:E3903A LIGHT AS PER ------------------------- j CODE:E3903.3 SIN RELOCATE \/ EXISTING DOOR NEW RAILING ON \ ` DE K EXTENSIO I i EXISTING DECK I o `\ RAILING NOT SH VISIBILIOTIR' i `\ \ LOT 45 ```\\ 41111111111111 U M , I I I I I I '' I I I I I I I \ \\\ u L---- l L---J L-----I—i —_-1—J --- MLJ LJ LJ LJ axle POURED — I I----� I CONCRETE FOOTING \ PROPOSED DECK PROPSED BASEMENT \ j L___J j LEFT ELEVATION 1�8.. — 1 -�" \ EXTENSION (115 SQ.FT.) ENTRACE (STEPS TO \\ �` \ GRAD) \ O F_­q REAR ELEVATI©N vs = <-o \ 10MT7 - - / \\ EXISTING DECK / / p.,� `J BUILDING PLAN REVIEW NOTE THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE \ EXISTING 2 STORY PLAN SUBMI17AL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE \ FRAME DWELLING OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED I.NDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: — ACCURATE, �� \\ COVE COVERED / / SEAL — CONFORMS WITH GOVERNING CODES APPLICABLE PORCH AT THE TIME OF SUBMISSION, \ / — CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF LIE, HEALTH,SF THE RESPONSIBILITY OF ND P THE LIB EN EELIC LFARE, JO1/N` ` PR,POSED.DRIVEWAY SITE DATA LOT AREA: 18,835 SQ.FT. \ m NOTES & SPECIFICATIONS O IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION EXISTING FLOOR AREAS:- PROPOSED FLOOR AREAS:- EXISTING FIRST FLOOR - 1,031 SQ.FT. PROPOSED FIRST FLOOR - 0 SO.FT. DOCUMENT BOUND TOGETHER AT ALL TIMES. IT IS ALSO THE EXISTING SECOND FLOOR = 934 SQ.FT. PROPOSED SECOND FLOOR = 0 SO.FT. \\ // Op 2 296 CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, EXISTING COVERED PORCH = 17 SQ.FT. PROPOSED COVERED PORCH = 0 SQ.FT. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. EXISTING SHEDS = 504 SQ.FT. PROPOSED DECK = 115 SQ.FT. `\ /// FNEW YO EXISTING TOTAL = 1 ,982 SQ.FT. PROPOSED TOTAL = 115 SQ.FT. \ / "� SHEET TITLE NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, LOT COVERAGE: THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 PERCENT OF LOT COVERAGE = (1,031 + 17 + 504 + 115) = 1667 SQ.FT. / 18,835 RESIDENTIAL CODE A OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CODE SQ.FT. = 0.0885 = 8.6% �; ELEVATIONS OF TOTAL FLOOR AREAS: EXISTING TOTAL + PROPOSED TOTAL = 115 SQ.FT. \ \ / / THESE FLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH 1 ,982 SQ.FT. + 115 SQ.FT. = 2,097 SQ.FT. JOB NUMBER THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE OF A \ / RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE ` \\ / / 2020-54 NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT u REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING T r T �T COLUMNS, DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, PL O PILI/� I 1 " = 309-0" SHEET NUMBER ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. INFORMATION D G. FE A ON PLOT PLAN ER ARCHITECT 015356 TAKEN FROM SURVEY PROVIDED BY: DON 1 OF 5 3'-0" 33'-1 " 16'-10" 3'-0" 3'-0" 8'-0" 6'-2" 10'-1" 5'-2" 3'-8" 5'-1" 6'-0" 5'-9" 3'-0" DN ARCHITECTURE CONSULTING PROPOSED DECK EXTENSION VINCENT LUCARELLI A.I.A. 32'-1 1 " 9 KIRKLAND DRIVE - - - - - - - - — — — — — — — — — — — — — — — - - - DN GREENLAWN,N.Y. 11740 ol - - - - - - - - - - - - - - - - - - - - - - - - - - 4'-3" 5'-3" 3'-7" 4'-9" 10'-3" 4'-10" 631-567-1307 rn 0 1 24130 11 EXISTING O C 13 �G oI I BILCO DOOR LJ o I F. TO BE REMOVED- 20 O I- =-DN E STING DECK , �, •_3 7 _3 ® 8 ' 9'-11 " OYER BAT o 0 0 oCL ` 631-567-1307Dr o� co 00 cc MAST II I I I jj oo� n N I BATHR �� 1165 BROADWAY AVE. REMOVE CD I II ( EXISTI G A ° EF l0 HOLBROOK, N.Y. 11741 3068 6068 S.D. II I I I EA2 0" 6'-3" 7 WINDO SEAT 2 W1 (2) W15 0 0 r — — — — — — — — 2 W145 (2) C 145 TTRIFARO@DTTDESIGNS.COM 000 - - I 3'-8" REVISION REMOVE 4' . a 4,x4,>. . x 2 o j� EXISTING o PST ...POST• ® N 6� Q0 I FIREPLACE w I �. BEDROOM 30 -4" 13 -7" W o KITCHEN NEW STAIR UP 14'-8" j N Q CO i N i o 8'-0"CEILING HEIGHT LIVING ROOM N p ff, X : BEDROOM #3 '�' MASTER CATHEDRAL N I I I o REF Q BEDROOM v I I o T-0"CEILING HEIGHT N r - N _� CATHEDRAL CEILING mil � . �. X - - z 4„x4„ '_1 r� r� cv 4 O POST L-`� —� Q 06� - �t (2)-1 3/4"x1 1 7/8" I co I o 0 2, 11 '-7" 3'-6" 3'-8" 13'-7" Fx STRUCTURAL RIDGE F— — — — — — r� - U N I LINE OF EXISTING BALCONY O i- r- o `1 I I BUILD 3 ® w C = HIGH KN E p — cv c� ® WA L � C3 4"x4" I I 4"x4" :. DN PROVIDE DRAIN Ln o POST I I POST I I ( )-6" STEP FOR WASHER DN ® `ti USE SHOWER c� C° _ _ O 3s5 x (2)-2"x 00" 00 BASE U 11'-6" w/ /2" STEEL FLITCH PLAT c° 7 -2 Z I a_ f Mx BE DEN REMOVED 342 IIII III� r°q DATE REMOVE ®i 7 0 CEILING HEIGHT 06 EXISTING FOYER 2668 P. . 1 7/15/2020 M WINDOW ao ' L — J III II EF o N 0o -_______ - � I I BATH ' SCALE NEW "0" CLEARANCE PRE-FAB 18'-4" I I 1 -7" in II CL. I CL' °� LA �RY ° AS NOTED DIRECT VENT FIREPLACE. II II H11a PROVIDE 16" NON-COMBUSTIBLE I I `�O I I I I 7 -2 ' 7 -2" '�' 8 -6" 8'-6' HEARTH TO MEET N.Y.S. CODE. DINING ROOM sd' DRAWN BY (INSTALLATION MANUAL FOR THE T-0"CEILING HEIGHT FIREPLACE TO BE ON SITE FOR EXISTING 30310.DH VENT DRYER T') T.G. THE BUILDING INSPECTOR.) �I/S I��� II 4"X4" I 0 EXTERIOR .AS PER �y26sT EX ST �26� I I WOOD I ;�, A M1502.2 CHECKED BY L — 0- - � 650- - - - - POST — — — — 3'-1 1 " 9'-4" 19'-8" V.L. 32'-11 " PROJECT NAME 32'-1 1 " 12'-0" 4'-11 " 4'-11 " 3'-5" 19'-8" W SECOND FLOOR PLAN 1i4" = 1 '-0" �D -^ FIRST FLOOR PLAN 1/491 = 19-O" Z Y U W w 06 Q U D z o < N1108.1 (R502.1) GENERAL. ADDITIONS TO AN EXISTING R302.11 FIREBLOCKING. IN COMBUSTIBLE R311.7.2 HEADROOM. STAIRWAYS SHALL HAVE A Q Q w BUILDING, BUILDING SYSTEM OR PORTION THEREOF CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO HEADROOM CLEARANCE OF AT LEAST 80 INCHES W a NOTES & SPECIFICATIONS � IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THIS CHAPTER CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED MEASURED VERTICALLY FROM A LINE CONNECTING THE a O DOCUMENT'BOUND TOGETHER AT ALL TIMES. IT IS ALSO THE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, REQUIRING THE UNALTERED PORTION OF THE EXISTING BARRIER BETWEEN STORIES, AND BETWEEN A TOP CONTINUOUS ABOVE THE STAIRWAY TO THE POINT H SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS STORY AND THE ROOF SPACE. WHERE THE LINE INTERSECTS THE LANDING BELOW, z CHAPTER. ADDITIONS SHALL NOT CREATE AN UNSAFE ONE TREAD DEPTH BEYOND THE BOTTOM RISER. NOTE: TO THE BES, OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, LEGEND OR HAZARDOUS CONDITION OR OVERLOAD EXISTING d- THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 BUILDING SYSTEMS. AN ADDITION SHALL BE DEEMED R303.7 INTERIOR STAIRWAY ILLUMINATION. RESIDENTIAL CODE OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CODE TO COMPLY WITH THIS CHAPTER WHERE THE ADDITION INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN OF NEW YORK STATE. SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE ALONE COMPLIES, WHERE THE EXISTING BUILDING AND LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE SEAL ADDITION COMPLY WITH THIS CHAPTER AS A SINGLE R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH = _ - DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. BUILDING, OR WHERE THE BUILDING WITH THE ADDITION CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE OF A — ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL LEVELS NOT LESS THAN 1 FOOT CANDLES (11 LUX) AS TIMES USES NO MORE ENERGY THAN THE EXISTING BUILDING. SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE; REp RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE MEASURED AT THE CENTER OF TREADS AND LANDINGS. �S�E 11 3OH NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS THERE SHALL BE A WALL SWITCH AT EACH FLOOR LUMBER OR NO. 4 COMMON GRADE BOARDS. S � N< REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE c� COLUMNS, DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, N1108.1.2 (R502.1.2) EXISTING PLUS ADDITION c, BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL STAIRWAY HAS 6 OR MORE RISERS. 9N m ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS COMPLIANCE (SIMULATED PERFORMANCE R502.1.2 END-JOINTED LUMBER. EXCEPTIONS: AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH ALTERNATIVE). WHERE NONCONDITIONED SPACE IS APPROVED END-JOINTED LUMBER IDENTIFIED BY A EXISTING ADJACENT WALL AS REQUIRED. CHANGED TO CONDITIONED SPACE, THE ADDITION 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, GRADE MARK CONFORMING TO R501.1 MAY BE USED F �"?,9296 HEADER SCHEDULE SHALL COMPLY WITH THE ANNUAL ENERGY COST OR CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS INTERCHANGEABLY WITH SOLID-SAWN MEMBERS O"NEWOO� --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED ENERGY USE OF THE ADDITION AND THE EXISTING PROVIDED. OF THE SAME SPECIES AND GRADE. ALL WOOD FRAMING INCLUDING JOISTS, BEAMS, --- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. BUILDING, AND ANY ALTERATIONS THAT ARE PART OF SHEET TITLE POSTS, STUDS, ETC. TO BE DOUG. FIR OR BETTER. THE PROJECT, IS LESS THAN OR EQUAL TO THE R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART NOMINAL LUMBER SIZE: ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED ANNUAL ENERGY COST OF THE EXISTING BUILDING OF A BUILDING WALL ENCLOSING HOT TUBS, FLOOR PLAN AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND WHEN MODELED IN ACCORDANCE WITH SECTION N1105. WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR (2)2X6 UP TO Y-11" MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE THE ADDITION AND ANY ALTERATIONS THAT ARE PART (2)2X8 4'-0" TO 5'-11" 2020 INTERNATIONAL RESIDENTIAL CODE. SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR OF THE PROJECT SHALL COMPLY WITH SECTION N1105(2)2X10 6-0" TO 7'-11" CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: IN ITS ENTIRETY. GLAZING IS LESS THAN 60 INCHES MEASURED RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF JOB NUMBER (2) 2X12 8'-0" TO 10'-0" CM INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. POSTS SHALL BE 4x4(NOMINAL) WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC915.2.3.1.2. 2020-54 t *NOTE: ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING EXHAUST FAN DRAWINGS WILL SUPERCEDE THIS SCHEDULE. EF SHEET NUMBER 2OF5 13'-4" 4'-8" 7'-1" " S-4" " 6'-3" 5'-11 " 2"x8" DECK JOISTS 7' S" 7'-5" 7'-5" RTP S TO GRAD @16" O.C. SEE DETAIL OF EXTERIOR r - - - - - BASEMENT ENTRANCE CONTINUOUS _ LINE OF PROPOSED DECK _ _ _ I , :. I I ',, RIDGE VENT ARCHITECTURE - - - - - - - - - - - - - - - - - - - / (2 'x10" (2) 2" X 10 ( ) 2" X 10" - I I I EXISTING RIDGE RAFTERS AS CONSULTING i - I 8" P. CONC ETE WALL ON 8" PER PLANS "x4" WOOD POST ON 12"0 x3'-0" X 16" P. CONCRETE FOOTING 12 ASPHALT ROOFING + DEEP P. CONCRETE FOOTING cci I - - I ';�:. ASPHALT ROOFING 7 OVER 30# FELT ON VINCENT LUCARELLI A.I.A. - - :'. o OVER 30# FELT ON 1/2" CDX PLYWOOD 9 KIRKLAND DRIVE LINE OF EXISTING DECK 0 1 ;`. I UP 1 I I LIN OF EXISTING DEC - - - - - - - - - - - - - - - - - - - - - - - - - - - � � — - - - -I - - - - - - - - - - - - - - � SEE 1/2" CDx PLYWOOD GREENLAWN,N.Y. 11740 EXISTING EXISTING EXISTING CO EXISTING lI EXISTING EXISTING UNDERPINNING SNOW & ICE o A,� - - = y RAFTERS AS 631-567-1307 = ��I I I = _ ��I DETAIL BELOW SHIELD ALL EAVES PER PLANS INSTALL I I � I & VALLEYS 24" MIN. (R-38) FIBERGLASS 50-GALLON I / I d I AS PER R.905.2.7.1 INSULATION DRYWELL - - - - 2818 - - - - - (SEE NOTE BELOW) (R-30 C) Y INSTALL GALVANIZED w/DRAIN - F_ -1 2"X6" FASCIA FIBERGLASS o ® I w DECK AND POUR SLAB SECURE NEW WALL I _ _ _ _ _ _ _ _ _ _ _ _ _ _ I NOTE: INSULATION BOARD f T _T -1 o cn - - - - - TO EXISTING WITH L - J SUPPORT/BRACE CD cn #4 BARS @12 O.C. I0 EXISTING SOFFIT VENT MASTER BEDROOM 0* z o I DRILL 6" MINIMUM I 15'-6" I I STRUCTURE (TYPICAL) I I I I; Lr xw . . EMBEDMENT L I 10'-6 WHEN EXISTING EXISTING EXISTING GROUT SOLID i UNDERPINNINGPROPOSED (2)-2"x10" w/ 631-567-1307 IS TAKING nPLACE. SEE CLOSET, : , /2 STEEL BASEMENT FLITCH PLATE 1165 BROADWAY AVE.BELOW il EXISTING LEDGER I I A / ( I I I INSTALL FULL SHEET 3/4" PLYWOOD o HOLBROOK N.Y. 11741 r EXISTING I I I ( UNDERPIN EXISTING FOUNDATION I 1/2" PLYWOOD SUB FLOOR I - - - - - - - J L - - - - - - J ALL IN 48" SECTIONS MAXIMUM. J - - BETWEEN FLOORS, i� - - - - - - - - - < O.C. ,.., TYPICAL NEW 2 x 0 F J @16" 0 C MAINTAIN EXISTING TTRIFARO@DTTDESIGNS COM - - - - - - - - - - - - - - - - - - - _ I-D UBLE JOIST ADD SOLID BLOCK BOX AM. PROVIDE AN ADDITIONAL BOX [- - -1 r - - - - — � - - - - - - - - - - — REVISION I I _ SECURE NEW WALL TO UNDER NEW BEAM JOIST TO THE 00 SAW-CUT 4 -0" I I I I, I I FLOOR FIRE STOP ACCESS AS I _x ~ OPENING TO I I I� I EXISTING WITH #4 BARS INTERIOR, CREATING --I Iw I @12 O.C. DRILL 6" Ln ro o I 03 VINYL SIDING EXISTING FLOOR A SOLID BLOCK. PER R408.3 J L N o p ACCESS EXISTING I MINIMUM EMBEDMENT I x 1 OVER TYVEK W VENT AS I I z BASEMENT i I I� UP I I AND GROUT SOLID o N i i o WRAP ON 1/2" JOISTS TO REMAIN Q PER R408.1 I I I c- � CDX PLYWOOD ON o CD EXISTING DBL. TOP 1 cl cn o @ I I � � I cn @ I I I 1/2 GYPSUM WALL BOARD, - x J I Q w ENT S 2 X 4 WOOD TAPE AND SPACKLE EXISTING 2"X8" FLOOR I I w EXISTING BEAM F_ 7 1 I : . � 7 F_ I ERR 08.1 STUDS @ 16 ' � PLATE TO REMAIN. _ O.C. KITCHEN FOYER JOISTS @ 16" O.C. i - I I i� I zo L - J L FU' EXISTING FLOOR Z 5/8" TYPE "X" _x I l 0 1 : I Q J GYPSUM BOARD ON N o o I I 110 I I wz BLOW-IN cv o I 1 SYSTEM TO REMAIN WALLS & CEILINGS 0 I o INSULATION x APPROXIMATE p~" w EQUIVALENT I GRADE100 SQ. FT. MIN. No TO R-30n o U I I - N J I co � o EXISTING L _ x w I I I z x © ( I 1 FOUNDATION WALL R-30 Q EXISTING BEAM � - - - � I F - _ �N w I I o AND FOOTING SHALL BLOWN-IN STEEL INSULATION J — L O J I :,.,, ...: .. $ I BE INSPECTED FOR o � - I - J L - J L I I STABILITY (NOTIFY 1 COLUMN ON EXISTING I I EXISTING 24"x24"x 12" z 8"X16" POURED CONCRETE F 0 ING ARCHITECT IF '� BASEMENT VENT AS I 2'-10"1 I 5'-0" I I CONCRETE o ENT S QUESTIONABLE) FOOTING � PER R408.1 I CRAWL SPACE I I BASEMENT I 8" POURED CONCRETE WALL o u I I ERR 08.1 �`' O x) I w o l Z _ _ ACCESS As N n ^I EXISTING o N I I DATE PER R408.3 0 o M CRAWLSPACE o �I I 4'-0" OPENING co L_ - - - - - - - - - - _ - J I z I I TO REMAIN z � I I 4" P. CONCRETE SLAB ON 6 MIL VINYL 7/15/2020 F- o I= o VAPOR BARRIER ON WELL TAMPED FILL W o I w 0 I I T SCALE 18 -6" I I AS NOTED , ]3 tJILD ING SEC. A-A DRAWN BY I - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/4" = 1 '-0 " T.G. — — — — FOUNDATION CHECKED BY r WALL HANDRAIL PER R311.7.8 GUARD PER R312 V.L. 34"-38" ABOVE NOSING NOT LESS THAN 36" PROJECT NAME 70 LIGHT AS 12'-0" 2'-10" 4'-3" 2'-9" 23'-1 " PER CODE: I 36" MIN. R303.6 R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS 44 -1 1 NOTES: - — —0 — — — — --I — BEEN A HISTORY OF ICE FORMING ALONG THE EAVES W ALL WORK TO BE PERFORMED 1N ACCORDANCE WITH THE 2020 Z ;�, i I - GRADE CAUSING A BACK-UP OF WATER AS DESIGNATED IN I I PLANE � V PROPOSED F OZJNDATION PLAN 1/4" = 1 '-O" RESIDENTIAL CODE OF NYS I TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED W w FOOTING TO BE FROST PROTECTED I FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, W o LIGHT AS ` l� AS PER R403.1.4.1 - _ - MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE rrWll I � 06 PER CODE: ALL CONCRETE 4000 PSI MIX I z TYPE-SHINGLES, O V �V M Z R303.6 DRYWELL I WOOD SHINGLES AND WOOD SHAKES. p REINFORCED WITH REBAR AS � REQUIRED BY LOCAL CONDITIONS UNDER STAIRWELL THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN r—+STAIRS TO MEET R311.7 OF THE FROST FOOTINGS 3' BELOW GRADE ° 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, NYS RESIDENTIAL CODE OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN Q Q w 8" POURED CONCRETE FOOTINGS O h--� U ~ AND WALLS STEEL REINFORCED ASJ SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- J PER R403.1.3.1 AND R404.1.1(2) LAYMENT AND EXTEND FROM THE LOWEST EDGES OF C' �D O LEGEND EXTERIOR BASEMENT ENTRANCE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 W u w INCHES, INSIDE THE EXTERIOR WALL LINE OF a w SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. N.T_S. THE BUILDING. O Z - - - DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. M1502.1 GENERAL. CLOTHES DRYERS SHALL BE - - - ADEQUATE TEMPCRARY BRACING SHALL BE PROVIDED AT ALL , ALL EXCAVATIONS SHALL BE DONE BY HAND EXHAUSTED IN ACCORDANCE WITH MANUFACTURERS TIMES .NO EXCEPTIONS , INSTRUCTIONS. SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS PROVIDE PLYWOOD SEAL SHEETING IN PIT. TO BE 2X4 ' WOOD STUDS AT 16 ' O.C. WITH 1/2' GYPSUM [:2 EXISTING FOUNDATION BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL WALL AND FOOTING TO R303.7 STAIRWAY ILLUMINATION. STAIRWAYS WITHIN M1502.2 INDEPENDENT EXHAUST SYSTEMS. REMAIN DWELLING UNITS AND EXTERIOR STAIRWAYS SERVING �FREDq As REQUIRED. EXTERIOR WALLS TO BE 2"x4" wooD sTuos ACCESS EXISTING GRADE DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT �S R AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH PIT iV-2' A DWELLING UNIT SHALL HAVE AN ILLUMINATION LEVEL w� �� OF ALL OTHER SYSTEMS AND SHALL CONVEY THE �OH/V EXISTING ADJACENT WALL AS REQUIRED. s PROPOSED 1"-2"DRY PACK HIGH ON TREAD RUNS OF AT LEAST 1 FOOTCANDLE. m EXCAVATION HIGH—STRENGTH STRENGTH MOISTURE TO THE OUTDOORS. I_. '1 = DEPTH NON—SHRINK NON-SHRINK GROUT m GROUT UNDERPINNING PIT AND ✓ : �' =r --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED WIDTH OF FOOTING #4 REBAR @a20"O.C. --- WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. (A) (B> IC, cD� NEW SLAB AS EACH WAY R405.2.2 VAPOR RETARDER. R806.1 VENTILATION REQUIRED. o `°`�c'`�� �y PER PLAN UNDERPINNING 282 9 6 WIDTH OF UNDERPINNING A 6-MIL-THICK (0.15 MM) POLYETHYLENE VAPOR ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES �oFN�v��o NOTE! - EQUAL TOWIDTH OF WALL RETARDER SHALL BE APPLIED OVER THE POROUS FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED UNDERPINNING WORK SHALL BE PERFORMED BYA z 7X13 FOOTING ABOVEAND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND QUALIFIED MASON CONTRACTOR. LAYER WITH THE BASEMENT FLOOR CONSTRUCTED THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE • AN"ACCESS PIT"APPROXIMATELY 4 FEET SQUARE • THE NEW FOOTINGS SHALL BE JOINED TOGETHER MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE OVER THE POLYETHYLENE. CROSS VENTILATION FOR EACH SEPARATE SPACE BY SHALL BE EXCAVATED TO A DEPTH TO PROVIDE WITH#5 REBAR DOWELS @12"VERTICALLY. 2020 INTERNATIONAL RESIDENTIAL CODE. �,. ,�'`+.;. : SHEET TITLE ACCESS FOR MEN TO GET UNDER THE FOOTING AS • AS INDICATED IN THE ILLUSTRATION[B]ABOVE AND VIRGIN UNDISTURBED SOIL VENTILATING OPENINGS PROTECTED AGAINST THE ILLUSTRATED IN[A]. THE PLANS, LOCATIONS[1]AND[2]CAN BE FOUNDATION CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: EX EXCAVATION IS THEN CONTINUED IN AN EXCAVATED SIMULTANEOUSLY. ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS CM INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR UNDERPINNING PIT DIRECTLY UNDER THE WALLAS • WHEN THE CONCRETE HAS GAINED SUFFICIENT R408.1 VENTILATION. THE UNDER-FLOOR SPACE SHALL BE PROVIDED WITH CORROSION-RESISTANT WITHIN 15 FEET IOF SLEEPING AREAS AS PER IFC 915.2.3.1.2. ILLUSTRATED IN[C]. STRENGTH IN LOCATIONS[11 AND[2].INTERMEDIATE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE • THE MAXIMUM EXCAVATED SPAN UNDER ANY LOCATIONS LOCATED AT[3]CAN BE EXCAVATED DETAIL nnn WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH AND SECTION EXHAUST FAN SECTION OF FOOTING SHALL BE NO MORE THAN 4 AND CONCRETE PLACED. TyPICALUNDERPINNINcsECTION N.T.S. EARTH UNDER ANY BUILDING (EXCEPT SPACE MAXIMUM OPENINGS. FEET. • THE SPACES REMAINING SHALL NOW BE FILLED IN OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION EF • AS SOON AS PRACTICAL,CONCRETE HAVING A 28 BY HAND AND COMPACTED TO A 95%DENSITY. JOB NUMBER DAY MINIMUM COMPRESSIVE STRENGTH OF 3500 • TOP OF UNDERPINNING OF NEW FOOTING OR SLAB OPENINGS THROUGH FOUNDATION WALLS OR PSI AIR ENTRAINED SHALL BE PLACED UNDER SHALL STOP 1"-2"CLEAR FOR NON-SHRINK EXTERIOR WALLS. THE MINIMUM NET AREA OF R807.1 ATTIC ACCESS. EXISTING FOOTING.SEE NOTE 9. HIGH-STRENGTH GROUT.SEE ILLUSTRATION[D]. 2020-54 VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE AN OPENING OF AT LEAST 20 INCHES BY 30 INCHES FOUNDATION ZJNDERPIZ�TNING N.T.S. FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A SPACE AREA. ONE SUCH VENTILATING OPENING SHALL CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM SHEET NUMBER BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. OF AT LEAST 30 INCHES SHALL BE PROVIDED IN THE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. 3 O F 5 GENERAL NOTES GLASS WINDOWS AND DOORS NOTES & SPECIFICATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED IL 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. ARCHITECTURE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. & STRUCTURE / SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. CONSULTING 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE INFORMATION AVAILABLE TO US, DUE TO THE NATURE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. OF A RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS, STRUCTURAL VINCENT LUCARELLI A.I.A. 4. ALL UNNOTED OF' NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, 9 KIRKLAND DRIVE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT / ENGINEER BEFORE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. GREENLAWN N.Y. 1I740 PROCEEDING WITH THE WORK. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 63I-S67-1307 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. TABLE 301.2 1 CLIMATIC and GEOGRAPHIC DESIGN CRITERIA 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SUBJECT TO DAMAGE FROM SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT TOPO- WINTER ICE SHIELD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. GROUND SNOW WINDSP(D) SPECIAL WIND-BORNE SEISMIC /^ LOAD (K) (MPH) (D) GRAPHIC DESIGN UNDER- � �G WIND DEBRIS DESIGN FROSTTEMP (F) FLOOD AIR FREEZING MEAN EFFECTS REGION ZONE (M) CATEGORY (G) WEATHERING LINE DEPTH TERMITE (36" FROM REQUIRED HAZARDS INDEX (1) ANNUAL 11. THESE SETS OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE (A) (B) (C) SOFFIT) (I) (H) TEMP (J) REPRODUCED WITHOUT WRITTEN PERMISSION OF VINCENT LUCARELLI, A.I.A. GYPSUM WALL BOARD 20 140 NO NO 1 MILE FROM B SEVERE MODERATE 0 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. COAST AND FI 36„ TO HEAVY 11 YES NO 599 599 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. FOR SI: 1 LB/SQ.FT. =0.0479 KN/M.2 � 631-567-1307 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND 1 MILE PER HR= 1.609 KM/HR. �� RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. WHERE DEEMED APPLICABLE. 1165 BROADWAY AVE.A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO WEATHERING INDEX(I.E.,"NEGLIGIBLE","MODERATE",OR-SEVERE")FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)].THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM HOLBROOK N.Y. 11741 AND ORDINANCES, EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ASTM C 34,C 55,C 62,C 73,C 90,C 129,C145,C 216,OR C 652. ' 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. TTRIFARO@DTTDESIGNS.COM C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'VERY HEAVY","MODERATE TO HEAVY","SLIGHT TO MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE COMPLETION OF PROJECT. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. HAS BEEN A HISTORY OF LOCAL DAMAGE. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE","SLIGHT TO MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER THERE HAS BEEN A REVISION AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. HISTORY OF LOCAL DAMAGE. OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ACCORDANCE WITH SECTION R301.2.1.4 THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE"WINTER DESIGN DRY-BULB TEMPERATURE"DETEMINED FROM TABLE N1101.2. LLI DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 II-_ OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR Q 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, ASPHALT ROOFING SHINGLES -R905 MANAGEMENT OF FLOOD HAZARD AREAS).(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. PLACING OF CONCRETE, LTC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.6.3,FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25°F(-4°C)OR LESS,OR WHERE THERE HAS BEEN A HISTORY OF SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH-YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM TABLE R403.3(1). K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO APPLY GAF-WEATHER-WATCH ICE AND WATER BARRIER 2 THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. Z 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. 0 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGS ~ 22. PROVIDE FIRE BLOCKING AS PER 2015 IINTERNATIONAL RESIDENTIAL CODE, SECTIONS; R302.11 THROUGH R302.14. 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR U OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCHEDULE ABBREVIATIONS U) FOUNDATION, CONCRETE, AND MASONRY SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE ABBREVIATION DESCRIPTION W SITE WORK OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" AND THE ALUM. ALUMINUM 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". FF FACTORY FINISH THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. MAX. SILL HT. 44" A.F.F. WINDOW AND DOOR NOTE: H.M. HOLLOW METAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL NAT NATURAL - REF SPECS 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS O SITE. STOCKPILE ALL EXCAVATED MATERIALS. MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCE TEMP TEMPERED GLASS Z 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. .CLEAR OPENING HEIGHT SHALL BE 24" MIN BETWEEN THE R.O. AND CORNER PT. PAINT 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS OF STRUCTURE IS LESS THAN 27". 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MINIMUM OPENING WIDTH. THE MIN. NET GWB GYPSUM WALL BOARD 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. CLEAR OPENING WIDTH SHALL BE 20 INCHES. DATEOPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE 7/15/2020 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ELECTRICAL - CHAPTER 34 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE ROOM WITHOUT THE USE OF KEYS OR TOOLS.R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SCALE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. EGRESS DOOR HAVING GRADE LEVEL ACCESS. OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, AS NOTED LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED °.PACE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E3803.4 SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY DRAWN BY 3. GFCI ARE TO BE PROVIDED AS PER E3802. CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. T.G. 13. BRICK VENEER T0 BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. 2.1 GENERAL LOADS EXISTING CONDITIONS CHECKLIST CHECKED BY 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements �/ 140 MPH EXPO SURE B WIND ZONE 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the [Y] THE EXISTING MECHANICAL SYSTEM IS ADEQUATE V.L. TO HANDLE THE ADDITIONAL LOADS IMPOSED BY 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY girder or beam,the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam CHOOSE ONE THE NEW ADDITION(S) / ALTERATION(S) Table 13. Percentage of Full-Height Sheathing in Maximum Building Dimension (L) ENGINEER. NO CONCRETE SHALL B PLACED ON FROZEN THE EXISTING MECHANICAL SYSTEM WILL BE ARCHITECT/ E EN SURFACES. with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. PROJECT NAME [ ] UPGRADED TO ------------------ Wood Structural Panel 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. Table 3. Stemwall Foundations' (EG. OIL FIRED HOT AIR UNIT...GAS FIRED HYDRONIC...) Exterior Sheathing 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Foundation Anchorage loads Building Aspect Ratio (L/W) Slab-on-Grade � THE EXISTING ELECTRICAL SERVICE IS ADEQUATE Sheathing FOR PROPOSED ADDITIONS) / ALTERATION(S) 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations3 cHoosE oNE� Type (Exterior Wall Sheathing per 4.3) Raised-floor W PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. Foundation Uplift' Lateral [ ] THE EXISTING ELECTRICAL SERVICE IS TO BE 8d 8d 8d UPGRADED TO _ Nall T e 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR supporting: (p1f) (plf) Shear(plf) YP Common Common Common .-. MORE THAN 7 PERCENT AS PER TABLE R402.2 Y THE EXISTING SANITARY SYSTEM IS ADEQUATE Edge Nail Spacing 6" O.C. 4" O.C. 3"O.C. Roof,Ceiling TO HANDLE THE TOTAL # OF BEDROOMS PROPOSED g p g U 21. CONTRACTOR To PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECIEVED. 192 129 218 273 327 382 436 491 545 600 730 CHOOSE ONE TO PER S.C.HE T REGULATIONS) W and One Floor �� �� �� •� Roof,Ceiling [ ] THE EXISTING SANITARY SYSTEM WILL REQUIRE Feild Nail Spacing 12 O.C. 12 O.C. 12 O.C. �T� p and Two Floors 119 129 327 409 491 572 654 736 818 899 730 BEDROOMS APPROVAL FOR THE INCREASE OF Hold Down Bottom Plate-to-Floor W W 06 INSULATION 'For Non-loadbearing walls,uplift connections need not exceed 60 plf. (See Details) 436 plf 590 plf 730 plf O �j C'� z0 [ ] THE EXISTING RESIDENCE IS CONNECTED TO Shear Connection � Shear connection requirements in the maximum building dimension(L)need not exceed the tabulated values for L/W=1.00. THE SEWER DISTRICT (PROOF REQUIRED) ( Common Nails) (3/ft.) (3 /ft.) (4/ft.) 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL 3 Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 12 and 13.For reduced wood structural THE EXISTING 1ST STORY IS ADEQUATE TO 16d FOIL TO BE PLACED TOWARD WARM SIDE. panel sheathingnailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection SUPPORT THE NEION(S) IMPOSED BY THE a g q AND STORY ADDITIONS) INCLUDING UPLIFT ^ A W 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. provided in Tables 12 and 13 AND SHEAR (PROOF / CALCULATIONS MAY Hold Down Capacity 4,360 lb. 5,9001b. 7,3001b. H (mil( BE REQUESTED BY BUILDING DEPARTMENT) CARE SHOULD BE TAKEN NOT To DAMAGE FOUNDATION WATERPROOFING. H-I Building Aspect Ratio Percent Full-Height Sheathing � ►�; Q 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2.2 ANCHOR BOLTS TABLE R301.5 Shear Wall Line Beneath (L/W) on Each Exterior Wall Line w ✓-' -10" R-38 FOR FLAT CEILINGS Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in table 3, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS M a � W -8 1/4" R-30C FOR CATHEDRAL CEILINGS the anchor bolts shall be installed per Table 4 using 3"x3"xl/4"plate washers. (IN POUNDS PER SQUARE FT) Roof and Ceiling 1.00 41% 32% 26% �.�.( - -3.5" R-15 FOR 2"x4' WALL CONSTRUCTION Table 4. ^ IX mwall Foundations with 2x6 Sill Plates' USE LIVE LOAD h-�i W -5,25" R-22 FOR FLOORS Anchor Bolt 1.25 35% 26% 22% Spacings Building Aspect Ratio (L/W) UNINHABITABLE ATTICS WITHOUT STORAGE 10 Z Slab-on-Grade 1.50 30% 22% 18% Raised-floor 1.00 1.25 1.50 1.75 1 2.00 1 2.25 1 2.50 2.75 Foundations UNINHABITABLE ATTICS WITH LTD. STORAGE 20 CARPENTRY Foundation HABITABLE ATTICS & ATTICS SERVED 30 1.75 26% 20% 16% 1. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH #2 OR BETTER. supporting: 5/8"Anchor Bolt Spacing(in.) WITH FIXED STAIRS 2.00 23% 17% 14% Roof CeilingEXTERIOR BALCONIES & DECKS 40 o 0 0 2. ALL LUMBER IN CRAWL SPACES TO BE 13" ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. 42 42 42 42 42 37 34 31 24 2.25 21/0 16/0 13/0 and One Floor FIRE ESCAPES 40 W ` /L 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALINE COPPER QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL Roof Ceiling GUARDRAILS AND HANDRAILS 200 y `C 2.50 19% 14% 11% SEAL / INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 54 45 37 32 28 25 22 20 24 and Two Floors 2.75 17% 13% 10% SEAL 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL. 'The Anchor bolt spacing in the maximum building dimension(L)need not be less than tabulated spacing for LNJ=1.00. GUARDRAILS IN-FILL COMPONENTS 50 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. PASSENGER VEHICLE GARAGES 50 Roof,Ceiling and One Floor 1.00 67% 54% 45% 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. R310 ESCAPE/ RESCUE OPENINGS ROOMS OTHER THAN SLEEPING ROOMS 40 1.25 58% 45% 38% G�S���OHDAR 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. SLEEPING ROOMS 30 0 0 0VA7;� ��L �-34 Clear 1.50 50/0 39/0 33/oCn 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. STAIRS 40 0 0 0 *20 Clear 1.75 45/0 35/0 29/om9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A.C.Q. (ALKALINE COPPER QUATERNARY). 0 Minimum openable Minimum TABLE R301.7 0 0 ° area 5.7 s .& ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2.00 40% 31/° 29/° ,^ 3�( 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON q WALLS AND ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING • ALLOWABLE �W " L� 2.25 37% 28% 23% �28296 O�� REQUIREMENTS WHEN APPLICABLE. Minimum opening STRUCTURAL MEMBER O p g DEFLECTION y � 2.50 34% 26% 21% � F N EW� 11. SUB FLOORING, GENERALLY, TO BE OF 3//4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. height 24"1 enable RAFTERS HAVING SLOPES GREATER THAN 3/12 L 180 2.75 31% 24% 19% • Minimum opening 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. Area WITH NO FINISHED CEILING ATTACHED TO RAFTERS / 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. Width 20 11 .7 sq.ft. Area Openable INTERIOR WALLS AND PARTITIONS H/180 SHEET TITLE � � 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0"• imum U R FLOORS AND PLASTERED CEILINGS L/360 HOLD 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. 0 Maximum Sill Sq• N ALL OTHER STRUCTURAL MEMBERS L/240 00 0 ° Minimum DOWN NOTES 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. height of 441� LL= EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ® 0 O 0 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. Must be Operable EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 0 0 0 0 (2)-16D COMMON 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. Minimum size Minimum size O° NAILS AT 6" O.C. SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. without keys or tools window for window for EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/120 u 0 0 0 JOB NUMBER 20"clear width 24"clear height 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER SCHEDULE. � 0 0 - DESIGN LOAD CALCULATIONS 2020-54 FLOORS 40 LIVE LOAD 10 DEAD IIALL ROOMS EXCEPT SLEEPING ROOMS & ATTICS FLOORS 30 LIVE LOAD 10 DEAD 11 SLEEPING ROOMS & ATTICS CEILINGS 20 LIVE LOAD 10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE ROOF 40 LIVE LOAD 15 DEAD MEDIUM ROOF COVERING, SNOW, DRYWALL. NO ATTIC Figure 19b. Corner Stud Hold Down Detail-4 Studs SHEET NUMBER 40F5 WALL TO FOUNDATION FLOOR TO FLOOR TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS (CONNECTIONS CONNECTION ARCHITECTURE CONSULTING TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE VINCENT LUCARELLI A.I.A. *Minimum of 2"X4" WOOD STUDS OR POST se 9 KIRKLAND DRIVE seven bolt diameters to GREENLAWN,N.Y. 11740 achieve , ° o Road ded Studs Thus TWO 2" X _2 HEADERS ° ° 1 ddistance esigned IntoT 631-567-1307 holdown. ° ° Floor Joist Dii CONTINUOUS RIDGE VENT- LOW PROFILE 0 ° INSTALL AS PER MANUF. SPECIFICATIONS FOR BOTH S AB & ° ° Matq�� load 2"x4" SCABBED TO BOTTOMAT r1i FOUNDATION WALLS o o Washers anchor nut RAFTER STRAPS- AILED N LSTA-24 X EVERY RAFTER- NAILED WITH 10D Box NAILS USE SIMPSON STHDI4RJ o EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCMnot /-. ° which over-torqued. oudd Wit R��cy FILTERir) \1v CORNERS OR NAILED the stud. Op , EA t/ RIDGE/STRUCTURAL RIDGE (REFER TO PLANS) O WHERE INDICATED ON ° ° PORTION OQR N� WOOD HEADER/ WOOD BEAM PLAN. 0 o Simpson Strong-Tie NOTE: A0 � HDU4 Between floors This detail eliminates cripple ��(/� REFER TO FLOOR PLAN ROOF RAFTERS(REFER TO PLANS) PP NOTE: 8-0" NQ \�C o ° O Simpson Strong-Tie Studs above 0 enin O ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER Q� P g' BOTTOM OF ALL DOOR R cRF 15#FELT PAPER OVER 1/2"CDX PLYWOOD SHEATHING 0 o HD8 At foundation & WINDOW HEADERS TO LINE UP. AIF NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 o ° A @�CORNER HOEDOWN R (2)-2"x4" JACK STUDS 631-567-1307 0 0 2"x4" SILL PLATE SCALE : N.T.S. 2"X4" BEARING WALL — HEADER DETAIL (1)-2"x4" KING STUD /2 ) `/2 q ° ° (TYPICAL TO BOTH SIDES) RF�� RFzo 0 0 FLOOR-TO-FLOOR TIE DOWN FOR 1165 BROADWAY AVE. CONTINUOUS LOAD PATH DIAGONAL BRACING P ATTIC SPACE CORNER ASSEMBLY CUT BACK PLYWOOD SHEATHING HOLBROOK, N.Y. 11741 2"X4" TOP PLATES OVERLAP AT 1/2" MIN. TO ALLOW FOR AIR FLOW CORNER LOCKING WALLS TTRIFARO@DTTDESIGNS.COM TOGETHER NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS SPAN MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED CO.) - OR OLEAR SPEAPPCIFICATIONS. COOVED EQUAL. LIORTO MATCHL IN ONEW ROOFDANCE '4SHINGLESTH FACTURES REVISION MAXIMUM 1 RIDGE VENT DETAIL W TYP. 12" 4 ,a. 0 SIMPSON MIN. Q 30" MIN. I STRONG-TIE CS16 CUT 0 ONE #5 INSTALL @ LENGTH REBAR- ~ REBAR EACH STUD 2"X4" WALL STUDS LENGTH IN SHEAR a CONE NAILING 00 r AS PER INSIDE CORNER CS-20(SIMPSON) RIDGE STRAPS 1/2" MIN. 12" MIN. TABLE 3.4B TOP PLATE FRAMING DETAIL REBAR�° O FROM LENGTH \� Z ti" CORNER OCLEAR NOTE: SPAN TYPICAL �P CONTRACTOR TO VERIFY VARIES V EXISTING FIRST FLOOR IS CONNECTIONS SIMP SON STRONG-TIE STHD 14RJ ANCHORED TO FOUNDATION HIP AND VALLEY RAFTER STRAPPING TO BE ���PJF'� � LLJ AS PER THE 2007 IN ACCORDANCE WITH THE WFCM 2015. A UPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF PROVIDE SIMPSON "HW" HANGERS OR EQUAL. ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER 50 15#FELT PAPER OVER 1/2"CDX PLYWOOD SHEATHING NEW YORK STATE. CONTRACTOR NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 IS RESPONSIBLE FOR ,' 2"X6" HANGER LU26 PROVIDE ICE SHIELD TO 24" INSIDE LUS26-2 „ ADDING EXTRA EXTERIOR IN ACCORDANCE WITH 24 MIN. ° (2)2"X6" HANGER SECTION 905.2.7.1 (NYS CODE) R.905.2.7.1 STRAPPING AS TYP. 12" 2"X8" HANGER LU28 2"X-- R.R. ® 16" O.C. REQUIRED. PROVIDE MIN. 1" MIN. (2)2-X8" HANGER LUS28-2 REFER TO FLOOR PLANS FOR SIZE H7(SIMPSON) RAFTER O END DISTANCE 2"X1O" HANGER LU210 (2)2"X1O" HANGER LUS210-2 RAFTER VENTS AS REQUIRED TO WALL CONNECTION Z REFER TO TABLE • 2"X12" HANGER HUS210 1/2" EXT. GRADE PLYWOOD JOIST HANGER G2)2"X12" HANGER HUS210-2 ATTIC SPACE WITH 15# FELT PAPER (TYP.) NAILING 3.48 FOR AMOUNT R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.4B DATE OF SPECIFIED NAILS ° JOIST OR NOTE: FOR ALL OTHER JOIST 2"X4" WOOD STUDS OR POST IN EACH END RAFTER HANGERS REFER TO THE / / „ PITCH CONT. ALUM. GUTTERS W 1 8 SIMPSON CATALOG DIRECTLY. PER FOOT (MIN.) PITCH TO DOWN SPOUTS PROVIDE HEADER 7/15/2020 SIMPSON STR NG-TIE CS 16 APPROVED EQ. MAY BE SUBSTITUTED CONTRACTOR TO LOCATE SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT ®ii E ALL JOIST OR RAFTERS INTERSECTING ALL HORIZONTAL(2) 2"X4" TOP PLATE SEE STRAP SCHEDULE SEE DETAIL SCALE f SCALE N.T.S. USE 'F' CHANNEL ®WALL 1X - PRE-PRIMED FASCIA 40 TYPICAL HDU8 HOLDOWN INSTALLATION W/ A BEAM 1 OR GIRDER SHALL USE AN FOR SOFFIT VENT (TYP.) AS PER BOARD WRAP W/ ALUM. SHEATHING SEAMS AS NOTED ® WITH SSTB ANCHOR BOLT. WASHERS APPROVED SIMPSON JOIST HANGER TYP. PLANS TYP. THROUGHOUT AT EXTERIOR WALLS ARE NOT REQUIRED AT THE BASE. SIMPSON STRONG-TIE LSSU28 R-15 "OWENS CORNING" CONT. VINYL SOFFIT TO BE BLOCKED ® FACE MOUNT JOIST HANGER INSULATION OR EQUAL VENT TYP.-WRAP ALUM. FOR BOTH SLAB & ® RAFTER TO HIP/ VALLEY DRAWN BY FOUNDATION WALLS OVER VINYL SOFFIT TYP. °®I RAFTER TO WALL scALE : N.T.s. INSTALL SHEATHING SO SCALE : N.T.S. INTERIOR EXTERIOR T.G. USE SIMPSON HDU8 SIDING AS PER OWNER SEAMS DO NOT FALL ON Q CORNERS OR 2"x4" WOOD STUDS ® 16" O.C. FLOOR CONNECTIONS CHECKED BY PLAN.RE INDICATED ON � NAILING RE UIRM�.NTS 1" RIGID INSULATION BOARD (R-3.85)T 1/2" GYPSUM WALLBOARD� "TYVEK" HOUSE WRAP OR EQUAL USE JOIST HNGRS. 2"x4" SILL PLATE CONNECTION1/2" EXT. GRADE PLYWOOD Q ALL FLUSH GIRDER / V.L. FLR JOIST CON. NOTCHED ROOF STUD TO SILL PLATE PROJECT NAME F ^ SOFFIT DETAIL THREADED ROD THROUGH -- RAFTERS-TRUSSES TABLE 3.4113 SHEAR WALLS RESISTING UPLIFT AND SHEAR 2 SSP FASTENER FLOOR STRUCTURE & (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 1 120 130 1 140 COUPLER NUT TOP & BOTTOM •, WOOD STRUCTURAL PANEL OF PANEL NAILING SHEAR WALL REQUIREMENTS REQUIREMENTS MAXIMUM R0CIF SPAN (FT.) NAIL _ NOTE: SHEATHING SHEAR WALL ROWS OF SPACING �J Y MIN. NAILING THICKNESS NAILING NAILS (IN.) �F----11 REFERENCE TABLE 3.4B _ _ _ _ U 5/8" 0 SIMPSON 7/16" OSB OR 8D COMMON NAILS 14 3 - 24 12 ^ BP ANCHOR BOLT 15/32" PLYWOOD © 4" PANEL EDGE (SIMPSON) 7" MIN. EMBEDMENT IN 4` WITH SPECIES OF 6 36 24 12 - BP S: 5/8" ANCHOR W 06 g° SPACING & 12" BOLTS: 5/8" © 23" O.C. `0 r M Zz POURED CONCRETE 15" �, , PILES HAVING 2' 4 36 36 36 36 `J SIMPSON H7Z SEISMIC FIELD SPACING SIDING AS PER OWNER HOLD 6"-12" OFF EACH MIN. EMBEDMENT IN C.M.U. G>0.49 3 36 36 36 36 1" RIGID INSULATION BOARD (R-3.85) END OF EACH SILL PLATE. ° AND HURRICANE TIE OR - - - - PROVIDE 3"x3" WASHERS 6 Z a EQUAL. SEE STRAP SCHEDULE a 7/16" OSB OR 1' 4 36 24 12 - "TYVEK" HOUSE WRAP OR EQUAL r� FOR NAILING REQUIREMENTS 8D COMMON NAILS ° 15/32" PLYWOOD 3 36 36 36 28 1/2" EXT. GRADE PLYWOOD ® 6" PANEL EDGE NAILING • WITH SPECIES OF 2"x4" WOOD STUDS ®16" O.C. d SPACING & 12" 6 36 36 36 28 W A SEISMIC / HURRICANE TIE PILES HAVING s SECOND 36 36 36 363/4" T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B � a G>0.49 - - FLOOR , J RAFTER TO WALL FIELD SPACING 2 3 36 36 36 36 � � � — 2"X4" BASE PLATE r FOR ROOF RAFTER TIE DOWN TO ANCHOR 6 - - WALL STRAPS- SIMPSON C WITH 1 1 1/4" STRAP Q ROOF RAFTER TO WALL STUD -MIN.NAILING ' AT EVERY STUD- NAILED WITH TABLE BOX BP (SIMPSON) ANCHOR a O 15/32" OSB OR 1 OD COMMON NAILS 1 4 36 28 20 12 NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM SJ[MPSON STRONG-TIE HDU8 ACCORDING TO TABLE 3.4s WFCM PLYWOOD WITH ® 6" PANEL EDGE 3 36 36 36 36 (SEE STRAP SCHEDULE) BOLTS _ FLOOR/ CEILING JOISTS AS PER FLOOR PLANS • SPECIES OF PILES SPACING & 12" 6 36 36 36 36 5/8" 0 23" O.C. SCALE : N.T.S. HAVING G>0.49 BLOCKING (TYPICAL) FIELD SPACING 2' 4 36 36 36 36 (2) 2"x4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT IN .. .I F-+�1 W 3 36 36 36 36 EXTERIOR POURED CONCRETE 15 n; Z SIDING AS PER OWNER MIN. EMBEDMENT IN C.M.U. 0 FIRST PROVIDE YxY WASHERS 1" RIGID INSULATION BOARD (R-2.85) ROOF FRAMING DOUBLE TOP PLATE FLOOR "TYVEK" HOUSE WRAP OR EQUAL 1/2" EXT. GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' 0 INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL 2"X4" WOOD STUDS OR POST ��,1 INTERMEDIATE FLR. DETAIL HORIZONTALLY AND INSTALL 0 - ANCHOR BOLTS HOOKED #5 REBAR Q 40" O.C. SEAL 0 0 —CR LE ST S— BELOW VERTICALLY FOR 9' � I ' 0 - SIMPSON H7 HEIGHT FOUNDATION WALL 0 TIE RECURED 0 TYPICAL WALL DETAIL ERED FOR BOTH SLAB & m 0 0 0 SIMPSON © EACH STUD V,� c FOUNDATION WALLS 0 STRONG-TIE CS16 II SCALE N.T.S. USE SIMPSON HDU8— ® m 0 INSTALL @ _ HEADER m @ CORNERS OR 0 (SEE PLAJ FOR r EACH STUD n WHERE INDICATED ON I EXACT SIZE) `�= d m PLAN. 0 FRAMED OPENING FOR II cn m NEW WINDOW (OR FULL LENGTH TYPICAL FRAMING DETAILS m EXTERIOR DOOR) WALL STIRS �' '>8296 � BARRIER MAY BE NOTE: 6'-0' OR GREATER PRESSURE-TREATED OF N EW CI REQUIRED NOTE: e USE 1/2" PLYWOOD PANEL UPLFT CONNECTION IS REQUIRED 2"x4" SILL PLATE STAINED OR PAINTED TYP. _ _ _ _ _ _ _ _ _ _ _ _ 0 TER THIRD OF SHEET TITLE AT [ACH END OF HEADER AND — T� AT BOTTOM OF HEADER STUDS IN SPAN ONLY HOLE TABLE RR301.2.1.2 ADDTION TO CONNECTORS AT WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE I I Na UPLI FT 1 1 WALL STUDS AND AT TOP AND NOTCH HOLED FOR WOOD STRUCTURAL PANELS 1 1 E�qNNEC�l�R I I BOTTOM OF CRIPPLES DEPTH<1/4d SING STUD DETAILS UIRE S FASTENER FASTENER SPACING I I 1 1 OUTER 1/3 OF THREADED ROD THROUGH PANEL 4 FT < 6 FT < I I I I I I I SPAN ONLY STUD HOLEO TYPE SPAN PANEL SPAN PANEL SPAN 1/4 JOIST DOUBLE STUD a a FLOOR STRUCTURE OR < 4 FT < 6 FT < 8 FT DEPTH, MAX "� .a. '. ANCHOR BOLT INTO FOUNDATION 2 1/2" #s O PLATE JOB NUMBER WD SCREWS 16" 12" 9" DEPTH,1/3 I MAX ST 2 MIN yHOLE EDGE SI1\4PSON STRONG-TIE HDU 5 $ 1/3 JOIST 020-54 8 DISTANCE > / 2„ 2 1/2" #8 1s" 16" 12" °WD SCREWS Q ; c v . . d . 4 DEPTH, MAX 1/6 JOIST d n DEPTH, MAX SCALE N.T.S. REMOVABLE PLYWOOD STUD NOTCHING AND DEBRIS PROTECTION SHUTTER SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS AND BORING LIMITS SCALE SCALE : N.T.S. scwiE: iv.T.s. SCALE : N.T.S. 50175