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HomeMy WebLinkAbout43032-Z Town of Southold 2/25/2019 P.O.Box 1179 ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40226 Date: 2/25/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 220 Oak St, Greenport SCTM#: 473889 Sec/Block/Lot: 42.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2018 pursuant to which Building Permit No. 43032 dated 9/11/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING WOOD STOOP TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to A Martinez&M Werstein Liv Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43032 02-01-2019 PLUMBERS CERTIFICATION DATED ut o ' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT i o ,• ,T t TOWN CLERKS 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#: 43032 Date: 9/11/2018 Permission is hereby granted to: O'Leary, Kevin & Lisa 1055 Park Ln E Franklin Square, NY 11010 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 220 Oak St, Greenport SCTM #473889 Sec/Block/Lot# 42.-1-23 Pursuant to application dated 8/30/2018 and approved by the Building Inspector. To expire on 3/12/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $298.80 CO -ADDITION TO DWELLING $50.00 Total: $348.80 Bui in ector 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. I a-4 /gyp I New Construction: 11 Old or Pre-existing Building: (check one) Location of Property: p�q® r+ House No. Street Hamlet Owner or Owners of Property: 5.14 h&A1_ &A w 6. Suffolk County Tax Map No 1000, Section Block 1 Lot C Subdivision Filed Map. 'dS- ` Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appl cant Signature Town Hall AnnexLr s fr, �r r� Telephone(631)765-1802 54375 Main Road I t ;' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ` P�'��� 'l roger.richertO-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Martinez/Werstein Address: 220 Oak St City: Greenport St: New York Zip. 11944 Budding Permit#: 43032 Section 42 Block 1 Lot, 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Scharadin Electric License No. 3540-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination GFCI /ARC fault circuit breakers Notes, Inspector Signature: Date: February 1 2019 81-Cert Electrical Compliance Form.xls �O OF S0//Tyo * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMI TRAPPI [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN &�&REMARKS: nr t DATE INSPECTOR �-7 OF SObTyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. 1 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [�] CODE VIOLATION [ ] CAULKING REMARKS: IJ !lT�c DATE y INSPECTOR oF souryO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] "GH PLBG. [ ] FOUNDATION 2ND [ "INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] CAULKING REM KS: DATE INSPECTOR qwvfsf SOGTH # °# TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUGPLBG. FOUNDATION 2ND [ TION FRAMING /STRAPPING [ [k,r-Kl REPLAC k7& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1-& YI� DATE d INSPECTOR oe souTyolo ^� TOWN OF SOUTHOLD BUILDING DEPT. �yCoum, 765-1802 INSPECTION L [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l� INSPECTOt i OF S0(/lyo TOWN OF SOUTHOLD BUILDING DEPT. IOU 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r (1) C4 5 pov S" ?/m Fes : L DATE Z INSPECTOR ARCHFMCTURE Operating Business Address:15400 Main Road.Mattituck,NY 11952 Brooklyn Office:254 36"'Street,Building C 256-257.Brooklyn,NY 11232 Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 February 21,2019 _q 220 Oak Street,Greenport, NY 11944 D DD RE: Foundation/damp proofing Inspections To Southold Building Department, TOWN OF SOUMOLD Per my inspection the Foundation and damp proofing met and/or exceeded NYS Building Code. Feel free to contact AMP Architecture office with any questions or concerns. P� Si erely, O Anthony Portillo, RA L9 .9T 037405 -ko f � I " t FIELD INSPECTION REPORT DATE COMMENTS • � kd tai FOUNDATION(1ST) H ------------------------------------ - 'FOUNDATION (2ND) a, c d q ROUGH FRAMING& PLUMBING H INSULATION PER N.Y. H STATE ENERGY CODE 'L! UFi S on M / FINAL - l QAAJ �► I _ ADDITIONAL COMMENTS o 31, 40 rer-4cl��qr�n -- ; - a —1—I r is — 0 f • o . z . - d b H T - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C.- Trustees C.O.Application q111 _ Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: 91,5 Disapproved a/c y, 14�e If Phone:�� Expiration 20 D � � � B ' din pector Alj'i APPLICATION FOR BUILDING PERMIT IJ_ ?l 11 T. Date , 20A_ TO-11,1717-k",_"^'':"0C.7�"VR LD 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 1�.epartment 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 Law's, 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. (SiVadire of applicant or name,if a corporation) `I (Mailing ad•' ro d+e s s off 4pplica'Cnt) e State whe er applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r; Name of owner of premises 44k,info f64 .� (As on the tax roll or latest deed) If a icant i a corporations Nyriature of'duly authorized officer Oahne and title of corporate officer) Builders License No'.` Plumbers License No. :Electricians License No. Other Trade's License No. , 1. Location of land on which proposed work will be done: eara.a aL 5�«e+ House Number Street - ' Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. . g!!� D Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy gp�l Cie 016 V.- 9 b. Intended use and occupancy ,.e�e n.kcA 3. Nature of work (check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IV 1A 7. Dimensions of existing structures, if any: Front Rear QA . �p Depth Lt(6 , �l Height 2VNumber of Stories 2 Dimensions of same structure with alterations or additions: Front ���` Rear - Depth 6 Height -2-e Number of Stories E i 0 8. Dimensions of entire new construction: Front fa Rear C (c, Depth Height f I, fa ' Number of Stories' . t e � 9. Size of lot: Front Rear Depth 1 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 NO 20 - a'asq � `�M 14. Names of Owner of premises �rI f,t,rLx `4�wQ Address 6'%1:(7—it i _ Phone No. g -.° - /4'1(� Name of Architect e v%We C Address Phone No 0 is ra 4,).- -4-1Q- Name of Contractor Addr6ss N,F` 'hone�No. &gi - -8ss"J. 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 e� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at�any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes dnd says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH Notary Public,State of Ne®v York (S)He is the No.01 BU61 85050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2m C) 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. S�o^rno `t' p-before me this v day of 20 rr►+0 , Notary Public I Vgii—ature of Applicant Scott A. Russell ,��°Su I ��C O]KN[wAX]EIK VISOR �T SUPER z AMLA, A\ Gl]EI��J[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEWYORK 11971 '�j�O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES TE S PROJECT INVOLVE ANY OF THE (FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ErA. Clearing, grubbing, grading or stripping of land which affects more r than 5,000 square feet of ground surface. ❑[(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 ; i 100 feet of horizontal distance. ❑ _"'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area- 2(E.. rea.L( E.. Site preparation within the one-hundred-year floodplain as depicted _ on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pro 4e' y wner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1 OOO Date: Dtrstrict �2 NAME: � 44"1' �� l —� �rMe � Section Block Lot FOR BUILDING DEPARTMENT LSL ONLY'xx' Contact information Cfdcpnanc Numerri Reviewed By: �6 Date- Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — � � S�. Approved for processing Building Permit. LLJStormwater Management Control Plan Not Required. fJ�Wt V ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 2014 Foto ILDING DEPARTMENT- Electrical Inspector 0`9 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 '�� • SV'°p Southold, New York 11971-0959 IVAIG hone (631) 765-1802 - FAX (631) 765-9502 V ®�gU roger.richert(aD.town.southoId.ny.us R60� , APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: IS Jq,,,,, Company Name: 5a�1 ,4 -moi Name: �j6- A. S A�-10��✓ License No.: 3 S 4a email: j/VL�'a+0 � tao iry+ �1_ Ge Address: rzG x 9� C�TCA C44A A31 Phone No.: G31 -- ZS Z-- 1 ! 7 i JOB SITE INFORMATION: (All Information Required) Name: A/LCz U C-^-s T61 Address: 2'w CSA 5rr: Cross Street: Phone No.: BIdg.Permit#: �3 0�L email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ,.0 I NO _Re Do you need a Temp Certificate?: (!1q/ NO ssued On f - 15- 2 Q 1101 Temp Information: (Ali information required) Service Size 1 h 3 Ph Size: 1-4<-) A # Meters � Old Meter# P New Service -- Fire Reconnect- Flood Reconnect Service Reconnecte Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: C/Go s< — PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs v d� Telephone(631)765-1802 Town Hall AnnexE.� � Fax(631)765-9502 54375 Main Road - P. O. Box 1179 2C Southold, NY 11971-0959 BU1LDI&G DERARTM•ENT- _-- NOTICE OF UTILIZATION OF TRUSS fiYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION A{VD1011-TIMBER CONSTRUCTION Date: -0 /'26 1,6 Owner: Location of Property: v Please" .t ke-notice that thd-4Mb6ck appilfcable•.Hno.): -. New commereiFall��r;'-�sidieritlal�:�tntcture L� ddition to ewS 'i fiOMM19 ial Or-residential stiui�tiire habilit�ti my�•an ercial or residerrafi8l-' tructWre-::existing_domm - to be,;construd&&'Gr performed at the subject property reference above XAAWWrlgi (check applicable-1 O } ti .. it �r �'• Truss-typ6;�66j�tructiona(TT) Pre-engi66 Ae6vob'cgra� ction(PW) Timber construdtioTlS�TC in the following location(s) (check applicable line): �— Floor framing, including girders and beams (F) r— Roof framing (R) Floor and rooffr ming (FR) Signature: Name (person submitting this form): LL Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ;tip*,e' ,--'--_ •'i°" Town Hall Annexf'f y _l L ""- Telephone(631)765-1802 54375 Main Road } ` I j Fax(631)765-9502 P.O.Box 1179 �'- Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 14, 2019 Peter Harbes 915 Main Street Greenport, New York 11944 RE: Martinez&Werstein, 220 Oak Street, Green t n architect or engineer must certify the construction of the foundation, including damp pr i g, meets the New York State building code. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 43032-Z additions/alterations S.C.T.M. NO. DISTRICT. 1000 SECTION: 42 BLOCK: 1 LOT(S):23 LOT 79 LOT 80 LOT 81 I S 7513'20" E 50.00' FWIRE ENCE MON I 6' STOCKADE FENCE 0.5'N / F4.0'E 1.6'S 1.7'E O O O U � W � UjU LLO Ld MV O V) �J LOT 68 LOT 67 LOT 66 4.4' 4.0'E LOT COVERAGE : ':.;:• 1.9'E EXISTING HOUSE W/PORCH & BILCO: 985 S.F. w EXISTING GARAGE W/APRON: 303 S.F. EXISTING ;;'EARA E' z REAR DECK: 246 S.F. CONC PAD EXISTING N;::• . CONC. PAD: 63 S.F. TO BE REMOVED CONC PAD o TO BE REMOVED '' TOTAL EXISTING COVERAGE: 1597 S.F. or 17.7% 1.8'E p PROPOSED LOT COVERAGE DRAIN EXISTING HOUSE W/PORCH & BILCO: 985 S.F. 16.6' ® PROPOSED ADDITON (16.6'x14.0') EXISTING GARAGE W/APRON: 303 S.F. �, 72,,, & STOOP REAR DECK: —246 S.F. °D 0D CONC. PAD: —63 S.F. w 0.6'Eo I �` PORTION OF EXISTING DWELLING TO BE PORTION OF DWELLING: —63 S.F. 0 21.s': .. ;' 3.5' DEMOLISHED (8.8'x7.2) PROPOSED ADDITION: 232 S.F. 1 i j2 STY:-'. / - PROPOSED STOOP W STEPS: 24 S.F. FRM d+ N.'.'.'•'.:•- N - - . ; r - - - - - - �}, w:;'••;• .•.DWELLING::.•:: '�•iv n TOTAL PROPOSED COVERAGE: 1 172 S.F. or 13% .� ; #214 ; ;; ;:` 2.9'E :'.14.7':.• .Fv••: .;', rv.5.5' 14.1' 3.7' fO 12.1'�O 01 79!iO COVERED O PORCH Ci Ch `d N N 200.00' MON PIPE 4' CONC. WALK HYD. ' , ASPHALT W.V,0 U.P. 50.00 / APRON EDGE OF PAVEMENT S 7513'20" E OAK STREET EDGE OF PAVEMENT THE WATER SUPPLY, WELLS, 91IY44ELLS AND GE-SSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 9,000.00 S.F. or 0.21 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 77-IEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, AD0177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 67 CERTIFIED TO: ADRIANA MARTINEZ; MAP OF: ESTATE OF THOMAS F. PRICE, S.R. FILED: MAP #851 SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE # 18-105 SCALE: 1 "=20' DATE:AUG. 28, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 05OBB2 maintaining the records of Robert L Hennessy & Kenneth M. Roychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 42 BLOCK: 1 LOT(S):23 LOT 79 LOT 80 LOT 81 IS 7513'20" E 50.0 WIRE FENCE MON I 6' STOCKADE FENCE 0.5'N 13 4.0'.E 1.6S 1.7'E Q Lj 6 C) ko Uj Uj Q LOT 68 o LOT 67 LOT 66 CD LOT COVERAGE4.4' 4.0'E 1.9'E EXISTING HOUSE WIPORCH & BILCO: 985 S.F. EXISTING GARAGE WIAPRON: 303 S.F. EXISTING '-:-` I STY%'6ARAG9' z CONC PAD EXISTING U REAR DECK: 246 S.F. TO BE REMOVED CONC PAD . :' U-j * CONC. PAD: 63 S.F. TO BE REMOVED ::''- TOTAL EXISTING COVERAGE: 1597 S.F. or 17.7% PROPOSED LOT COVERAGE DRAIN 10 EXISTING HOUSE WIPORCH & BILCO: 985 S.F. 16.6' PROPOSED ADDITON (16.6'x14.0') EXISTING GARAGE W/APRON: 303 S.F. W .7.2"- & STOOP REAR DECK: —246 S.F. °Q 00 Cli. O� PORTION OF EXISTING CONC. PAD: —63 S.F. 0.6'E "6 21DWELLING TO BE . PORTION OF DWELLING: —63 S.F. DEMOLISHED (8.8'x7.2) PROPOSED ADDITION: 232 S.F. PROPOSED STOOP WISTEPS: 24 S.F. TOTAL PROPOSED COVERAGE: 1172 S.F. or 137. 2.9'E Ni:5.5' 14.1' 3.7' ''12.1' 0 COVERED PORCH N 200.00' MON LPIPE 4' CONC. WALK V HYD.V' 10ASPHALT W.V.O U.P. 50.00" APRON EDGE OF PAVEMENT S 7513'20" E OAK STREET EDGE OF PAVEMENT THE WATER SUPPLY, WELLS, 9f�Y44&18 AND GESSPOOL LOCA77ONS SHOW ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 9,000-00 S.F. or 0.21 ACRES ELEVATION DATUM: ------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES 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 INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 67 CERTIFIED TO: ADRIANA MARTINEZ; MAP OF: ESTATE OF THOMAS F. PRICE, S.R. FILED: MAP #851 SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-105 SCALE: 1 "=20' DATE:AUG. 28, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk o r Q�- W � F U w F_ U J Of U J a, 9 �..0 Z 0 U ui Q ED ARcy PROJECT: MARTINEZ RESIDENCE ARCHITECTURE ANTHONY PORTILLO, R.A. , LEER AP . =7 77 77777 m .. 220 OAK STREET "A 15400 MAIN ROAD 254 36TH STREET, SUITE 256 GREENPORT, N.Y. 11944 �., y MATTITUCK N .Y. 11952 BROOKLYN N .Y. 11232 DRAWING TITLE: TITLE PAGE LLC 0:516-214-0160 0: 716-572-4741 D .71 7� r, " - PAGE: n Sour'�� T-100 L DATE: 10/16/18 10F 8 NOTES � 5FE01 F I OATI ONS CARPENTRY SITE WORK f=AOE: <ENr : IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 5-15) UNLESS I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. TOGETHER AT ALL TIMES. IT 15 AL50 THE GONTRAGTOR'5 RESPONSIBILITY TO READ ALL NOTE5, f=IGATIONs,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, T® I OO TITLE PAGE SPEGI 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. &" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" STOCKPILE ALL EXCAVATED MATERIALS. APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE A- 100 SITE PLAN 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 OAGE METAL J015TS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PROJECT/ZONING DATA STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFFNIN55 IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. AND AUTHORITIES HAVING JURISDICTION. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL J0I5T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, A-200 SITE PLAN U.O.N. GLASS WINDOWS AND DOORS OF THE OWNER/BUILDER I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -7• ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWI5E NOTED. CLEARANCES ARE PROVIDED. WITH THE WORK. 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE a• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 3. ALL 5LIDINO OLA55 DOORS, SKYLIOHT5, AND ANY GLASS UNIT INSTALLED l` -GOO HOEDOWN, ANCHOR BOLT, WITHIN IB" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, rpt UNLESS APPROVED BY THE ARGHITEGT/ENOINEER. P.T. UNLESS OTHERWISE NOTED. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE STRAPPING & NAILING DETAILS "1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING ON PAGE A-I. GENERALLY, 5HEATHING 15 OF 1/2 THICKNESS ON WALLS AND 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS MANUFACTURER'S SPECIFICATIONS. STRUCTURAL DESIGN LOADS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. A-400 FOUNDATION PLAN 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX ORADE. DEMOLITION PLAN NAILING AS PER FASTENING 5GHEDULE ON PAGE A-1 AND GLUED, U.O.N. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. LJJ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR II. THESE SET OF DRAWIN55 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 6' O O FIRST FLOOR PLAN 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT W PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. b. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLAS5 f SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ROOF FRAMING PLAN i V 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS = : J RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY 8'-O". 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 0 J ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH -� A-2 THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SECTION 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS DETAILS RUB5I5H, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA5S AND LEAVE WORK REQUIREMENTS. BROOM GLEAN. NECESSARY. I'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL TEMPERED GLASS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 -700 ELEVATIONS AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLYSEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVESUB GAS RISER DIAGRAM I6. THE CONTRACTOR SHOULD FULLY G , .GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. ELECTRICAL: THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING TO 2011 NATIONAL ELECTRIC CODE, NFPA-70 AND 2015 INTERNATIONAL ENERGY 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-1 THROUGH A-3. CONSERVATION CODE. ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD COMPLETION OF WORK. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO - GENERALLY,VERIFY OR PROVIDE HARD WIRED INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, SMOKE DETECTORS w/BATTERY BACK-UP IN: ITSELF INCLUDING THE L055 OR USE RE5ULTINO THEREFROM). (B) 15 CAUSED IN MANUFACTURER IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE SUCH HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, SUCH A. EACH SLEEPING ROOM CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR ROGATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY B. OUTSIDE OF EACH SEPARATE SLEEPING BE LIABLE REGARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: AREA IN THE IMMEDIATE VICINITY OF PARTY INDEMNIFIED HEREUNDER. A. TRU55 J015T McMILLIAN 1.9E MICROLAM THE BEDROOMS (GENERALLY THE HALLWAY) GEORGIA PACIFIC 2.OE G-P LAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. G. EVERY LEVEL OF DWELLING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 JOIST McMILLIAN 2.OE PARALLAM TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'s APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WIRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARCHITECT/ENOINEER. .FOUNDATIONCONCRETE, AND MASONRY NOTES, AND TABLES ON PAGES A-I, A-2, 4 A-3. THE FASTENING SCHEDULE GROUND SNOW LOAD 20 LBS SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BASIC WIND SPEED 130 MPH PERTAINING ARE TO BE FIELD VERIFIED. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL EXPOSURE CATEGORY B WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. -- 23. COLUMN BEARING A5 FOLLOWS: 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. SEISMIC DESIGN CATEGORY B 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS WEATHERING SEVERE WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT OTHERWISE NOTED 22. PROVIDE FIREBLOCKING A5 PER NEW YORK AOCF-55151LITY STANDARDS. SECURE w/ (2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. FR05T LINE DEPTH 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCIN5 (® MIN. Ib" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N). 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS TERMITE MODERATE TO HEAVY COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE UNTIL F TIER OF FRAMING IS IN PLACE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, 'T. FOOTIN55 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ICE BARRIER REQUIRED YES w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2 CODES AND REFERENCE STANDARD: w/b" RI5E 4 w/(2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 8. ALL OPENIN55 FOR BEAM POGKET5, UTILITIES, ETC. TO BE FILLED 0 DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE5 A-1 THROUGH A-3. SOLID WITH CONCRETE. SET b I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL v BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. MAINTENANCE CODE. w 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ASPHALT ROOFING SHIN5LES 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING DAYS OF 4,000 P.5.1., U.O.N. STFUC TJRAL DESIGN LOADS Q CONSTRUCTION MANUAL BY AF 4 PA. SHINGLES OR APPROVED EQUAL. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 2. 5HIN5LE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER . ] GORE. NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE USE LIVE LOAD DEAD LOAD W AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EXTERIOR BALCONIES 60 psf 15 psf MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGFfT AND W (1) WALL TIE PER (3) 5Q. FT. WEATHERPROOF (1) DECKS 40 psf 15 psf ��,<<(.��� Po y/T� ARC 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, CONSTRUCTION. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE KEEP HOLES, NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. PA55ANGER VEHICLE GARAGES 50 MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S psf AS PER PLAN SPECIFICATIONS. L� 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. Z '= :} O GENERAL WIND PROTECTION CONNECTION NOTES: ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 5. NAILING OF ROOFING SHALL BE TO CODE. FROM FOOTING TO 2" ABOVE FINISH GRADE. ADAPTED FROM 5TANDARD FOR HURRICANE RESISTANT RESIDENTIAL 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 5AOE STAPLES ARE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf CONSTRUCTION;SSTD 10-99 AND 2015 SBC HIGH WIND EDITION WOOD FRAME PERMITTED OF 40"F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO d CONSTRUCTION CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ROOMS OTHER THAN 5LEEPINO ROOMS 40 psf 15 psf I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNIPATION WALL5, 1, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR F O F FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIIDED. IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2:12 PITCHES TO 4:12 PITCHES ARCHITECT/ ENGINEER. 5LEEPINO ROOMS 30 psf 15 psf INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND STAIRS 40 psf 15 psf 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WHERE EVER APPLICABLE. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT COIRRO51ON IN COASTAL PROJECT: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 5TRUGTURAL PANEL MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE GYPSUM WALL BPROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK OARD MARTINEZ PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 12 psf FOR ATTIC AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. COMPOUND METHOD. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf IS psf FOR OATH.5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING,UNLESS 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED RESIDENCE RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X•4 LUMBER 15 LOCATED OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. DEEP 4 3'-0BELOW GRADE. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH R=AFTER BEARING. DEEMED APPLICABLE. ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUGTURE5) 1. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48 AND EVERY I6 WITHIN 4 OF EXTERIOR CORNERS. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 20 OAK STREET TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING OF J" AND 3"X3"Xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL REENPORT, N.Y. 11944 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. TABLE F,501.7BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONGRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED Al THIN 12" OR CORNERS 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE AND AT SPACING NOT EXCEEDING 4' ON CENTER. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DRAWING TITLE: TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. INSULATION 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 5TRUGTURAL MEMBER ALLOWABLE DEFLECTION! GENERAL NOTES I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED ALL OPENIN55. PROJECT/ZONING DATA FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/KBO FOIL TO BE PLACED TOWARD WARM SIDE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 2. PROVIDE 2" R-10 R151D FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY MECHANICAL CONNECTIONS: INTERIOR WALLS 4 PARTITIONS H/180 CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED PAGE: WITH AN APPROVED EQUAL PRODUCT. FLOORS 4 PLASTERED CEILIN55 L/360 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 2. THE 5U55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY - 9" R-30 FOR FLAT CEILINGS "SIMPSON" MANUFACTURER. ALL OTHER 57RUGTURAL MEMBERS L/240 - 8.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES A-100 - 3.5 R-13 FOR 2x4 WALL CONSTRUCTION INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 - 5.25" R-21 FOR FLOORS VALUES ARE LESS THAN WHAT 15 5PEGIFIE12BY "SIMPSON" 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HES L/240 5. IN57ALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MECHANICAL, FUEL OAS: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 DATE: 10/16/18 2 OF 8 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER I. MECHANICAL AND FUEL GA5 5Y5TEM5 SHALL COMPLY Iw/THE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED LOCAL MECHANICAL CODE AND FUEL GA5 CODE -7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TF-D ABOVE. SITE LAYOUT NOTE ..OT GOVRAC 1. THIS 15 AN ARCHITECTS SITE PLAN 15 SUBJECT TO VERIFICATION BY A LICENSED .. ,... ,. -. .- .,,,. SURVEYOR. THE INFORMATION SUFFOLK COUNTY TAX LOT NO. 1001-42-I-23 REPRESENTED ON THIS SITE PLAN 15 TO THE % LOT ARCHITECT'S BEST OF KNOWLEDOE. DESCRIPTION (ZONE R-40) AREA COVERAOE 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY AND PREPARED BY: TOTAL LOT AREA x,500.0 S.F. KENNETH WOYCHUK LAND SURVEYING P.O. BOX 155, AG2UEB000E, NY, I I cf 31 EX I STI NO HOUSE 884.5 S.F. 11.8% EXI STI NO O ARAOE 285.4 S.F. 3.8% EXISTING STOOP 15.q NOTE: 13'20 I. SITE PROTECTION/SILT FENCING TO BE _ � 7�° "� _ 30.00_ I PROPOSED ADDITIONS (COVERED N5TALLED AS REOUIRED BY OREENPORT AREA 232.4 S.F. 3. VILLAGE. I I ) PROPOSED STOOP 16.0 S.F. 0.2% w TOTAL AREA OF ALL STRUCTURES MAX. COVERAGE ALLOWED= 20% 1434.2 S.F. Icf.l% U I I � Q I i m n O 11 I I 4.4' 1— EXIST. GARAGE 14.2' GONG. APRON 15.8' 11.6' Ib.b' N w PROPOSED PROP, Ex1ST, I STORY �o STOOP 0 e1 GO ADDITION i 11 I 4.0' Lii O_ 13.6' Q - i1J O O w O Lu ° EXIST. 1 1/2 > BRED ARC 't STORY FRAME ° Q `� p0,�, _ F Z HOUSE } I 2 .'E Lu � ao5*�yp� --I 3b' 14.1' S.5' OF t4 N N III II III II PROJECT: I I MARTINEZ N RESIDENCE N I�- I I 220 OAK STREET 200.00' GREENPORT, N.Y. 11944 N-75 015'2 0"W 50.00' DRAWING TITLE: CONCRETE SIDEWALK SITE PLAN ASPHALT APRON CA< STREET PAGE: SITE FLAN m-200 I sr,A>_E: I'-O° = 10'-0° DATE: 10/16/18 2 OF 8 G I I I }�I ll I I FASTEN I NO SCHEDULE A COI STRUGT1 OI`l r E)ETA I LS I$ W I I VD LOAD ATH AI r-,, TOR BOLT SFEG I �AT1 OI S NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, C.,O N N E G T O N DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL 5PECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 50ALE SPECIFICATION (WFGM TABLES 5.2A S 3.28, P. 112) CORNER 6"-12" FOR ALL STRUCTURES: CONDITION FASTENER SPEC. FASTENER --] 3e1. %"0 ANCHOR BOLTS ® 35" O.G. DESCRIPTION AND QUANTITY SPAG I NCC • ROOF 4 CEILINO FRAMINO n I NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER p WOOD JOTS WOOD JOI I. MIN. '1" EMBEDMENT INTO CONCRETE W/ 3" 5QUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCK I NO 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. A FILL JOIST HANOE END TOP TWO COURSES SOLID GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP GIRDER/HEADE OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" A 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END JOIST FRAMING OBER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER `�YF I CAL NAIL NCS/STRAFF I NC REQU I RDMENTS FOR WALL FRAMING � U F L I F T S SHEAR, H^ LATERAL W I V D RES 5 7A �4 L/� TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT U TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. 5IDE F- TYPICAL NAILING/STRAPPING REQUIREMENTS FOR 2 J UPLIFT, SHEAR, S LATERAL WIND RE515TANCE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 J HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EIDGES Q WALL STUD GONNEGTION DI D2 4 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD BOTTOM PLAT SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER FOOT DOUBLE JOIST ENDJOIST, or BLOCKING (PAGE-NAIL) AT STUD TO FLOOR A55EMBLY TO SILL FLOOR FRAM I NC PLATE(5) GONNEGTION: �• N FOR STRAP - 3 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST a o END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO J015T (TOE-NAIL) 2-8d COMMON EACH END D I o + FOR EA. PLATE TO 571JD ABOVE A OR BELOW - _2 _16_ d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR NON-BEARI NO WALLS `` . 0 BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK a ° ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) a FLOOR CONNECTION W/ # LPT4 51MP50N (OR ° EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J0I5T STANDARD/ALTERNATE J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST KING STUDS BAND JOIST TO JOI5T (END-NAIL) 3-I6d COMMON PER J015T RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT GRI PPLE STUD ROOF SHEATH I NO HEADER N A I L I N O/S TR A I- F I N O 9 W I N D O W/DOOR HEADER STRUCTURAL PANELS: (SEE AL50 GRAPHIC, ad COMMON 6" EDGE / 12" FIELD INTERIOR ZONE THI5 SECTION) 8d COMMON 6" EDGE / 12" FIIELD PERIMETER ZONE TOP PLATE (4" O.G. ® GABLE RA JACNOTATION: A-STUDS A- NUMBER OF 8d NAILS ® EA. END OF 5TRAPPIN6 (3.7, P. 15-1-2001) GE I L I NO SHEATH I NO B- NUMBER OF SILL 5TUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.235,P. Iq3 -2001) WALL STUD G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (3.230, P. Iq3 - ALTERNATE,;3.23D, P6. 1,14 -2001) GYPSUM WALLBOARD 1E 5d COOLERS 7" EDGE / lo" FIELD D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 5IDE (3.1, P. 15"1 4 WORK5HEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, Plgl-2001) D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATH I NO TYPICAL HEADER CONNECTION ALTERNATI\/E RAFTER TO WALL STUD 00NNECTION A TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8, P. 15'1 b WORKSHEET -2001) STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIIELD B E FASTENING SCHEDULE B GYPSUM WALLBOARD 5d COOLERS T' EDGE / IO" FIELD w Jul I ND RESISTANT CONSTRUCT 1 ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 2 CONNECTION LOCATION: PART NUMBER: NOTES: F LIN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHINO (5UBFLOOR) 0 0 GONSTRUGTION MANUAL 2001 EDITION I U RI DOE-TO-RAFTERS 0520 @ 21 It APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: A RAFTER—TO-WALL H-7 APPLY TO EACH RAFTER ROUGH B G D E F G OREAIFIELD" or LESS ad COMMON ro" EDOE 12" TER THAN I" IOd COMMON 6" EDGE / b" FIELD p OPNG RAFTER-TO-PLATE H& or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 1 1 1 1 W 4'-0" 4 1 2 2 2 2 PLATE-TO-WALL STUD 0520 @ I8" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 56" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"Xb" (MIN.) 6'-0" 5 1 3 3 3 3 FZCDARC�� REQUIRES (3) 2"x12" HDR (MIN.) HEADER-TO-JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD 8'-0" -r 2 5 4 4 4 �,� M. pOH CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD ;;, < SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE �� 4 3'74(y O IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 5" SQUARE WASHERS) TF /� OF NC USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SFL I C, 1 NCS Off- TOF FL.ATE FOLLOW MANUFACTURE'S R.ECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE MARTINEZ SPLICE LENGTH G TOP PLATE SPLICE REGUIREMENT5 TOP PLATE SPLICE REGUIREMENT5 FOR WRESIDENCE CONTINUOUS BUILT-UF O I RDERS THREE OR MORE SUPPORTS IND - EXPOSURES BSG - FOR WIND - EXPOSURES BAG - � ALL OTHER GASES ONE STORY SLAB ON GRADE GONNEGTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICEBUILDING MINIMUM SPLICE CONNECTION a 1/4 OF A DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) 220 OAK STREET PATTERN DESCRIPTION A55EMBLY REGUIREMENT5: MAX.32' W12-01, 12-O 3-O WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER GREENPORT, N.Y. 11944 2-O /2-6 A (2)ROWS IOd NAILS m 12"O.G. P 5IDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE (3)ROWS IOd NAILS• 12"O.G. P 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-0" 3'-O"/3'-q" ib'-o" 4'-0" DRAWING TITLE: B INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, c (2)ROWS 1/2^ m BOLTS m 12"O.G.STAGGERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-O"/5'-0" 20'-0" 5'-O" HOLDOWN, ANCHOR BOLT, DBL.m ENDS TWO-PIECE TO BE JOINTED ON THE SAME 5IDE OF THE SUPPORT. STRAPPING & NAILING DETAILS BUILT UP GIRDER P MAX.32" D (2)ROWS I/2" m BOLTS m 16"O.G. 24'-0" 4'-Q"/5'-O" 24'-G" 6'-Q" � NAILING: STRUCTURAL DESIGN LOADS E (2)ROWS 1/2114)BOLTS o 24"O.C. 1 TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28'-0" 5'-O"/6'-3" 28'-O" 7'-O' BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, (2)ROWS 3-3/8"7RU55LOOK SCREWS m 12"O.G. 3 1/4 OF A F 5CREHED ON(U SIDE OF MEMBER OTHERS 5TA55ERED WITH A DISTANCE OF I6 INCHES - „ BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32-O b O r1-b 521-01, 8 O & (2)ROWS 9-3/8"TRUSSLOGK SCREWS m 16"o.G. P TO BE NAILED FROM EACH SIDE W/ IOd NAILS, TWO NEAR SCREWED ON(I)SIDE OF MEMBER ' . ' ,_ ,_ PAGE: (2)ROWS 3-3/8"TRU55LOGK 5CREW5• 24"O.C. EACH END OF EACH JOIST, OTHERS 5TA55ERED W/ A 1.CONNECTION LI 2-LF TH NAILS PER ASSUME TOPPLATE-TO-TOF PLATE SHORTER SPLICE 36-O -I O /8 �I" 36-O' q-O H SCREWED ON(U SIDE OF MEMBER P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. THREE-PIECE LEN6TH5,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO „ „ , „ AM (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.G. PROVIDE AN EGiUIVALENT NUMBER OF NAILS 40'-0" 8-O /10-O" 40'-0" J BUILT UP GIRDER MAX.32" SCREWED ON BOTH SIDE OF MEMBER p. THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d NAILS -300 (2)ROHS 5"TRU55LOCK SCREWS• 16"O.C. ON EA. SIDE W/ TWO NEAR EA. END OF EA. PIECE, INCLUDING IN TABULASURE B 50 XTED SPLICE LENGTHS ASSUME A BUILDING LOCATED ,-O„ 10'-0"/12'-&" 50-O, 13-O„ K 50REHED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND W/ THE OTHERS 5TA5GERED W/ N EPO L (2)ROWS 5"TRU55LOGK SCREWS• 24"O.C. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL 1 1 SCREWED ON BOTH 5IDE OF MEMBER # 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEI5HT5,H,THE TABULATED UNIT 60-O I2-O /15-O 60-011I6-O ll LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE DATE: 10/16/18 3 OF 8 NOTE: P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O 14-O 70-0„ Iq-O I.BEAMS E HEADERS NOT NOTED HITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6”OR SMALLER „ - „ d CONNECTION PATTERN B'WHEN 10"OR LARGER P• GIRDER. W WALL- 1.125 80-O 16 O 80'-011 :2:2'-0" 10'WALL - 1.25 2.WHEN SCREKN&OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL - 1.315 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P. GIRDERS ARE TO BE SECURELY ANCHORED TO MA50NRY PIERS, 12 MALL- 1.5 THIS COLUMN w/MULTIPLIER NAILED TO WOOD P05T5 OR BOLTED TO STEEL COLUMNS. 4.TOP PLATE5 SHALL BE A MINIMUM OF STUD&RADE MATERIAL FOR 10'-O"WALL 0 I VE AL 5�M50L_ � : ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING 4 STRAPPING DETAILS. WINDOW CHART" — � EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP -_-- EGRESS EXISTING TO REMAIN WINDOW ROUOI}•c�PENlNC� ;,'' " WINDOW DIMENSION CLEAR O CARBON MONOXIDE NEW WOOD FRAME (L.G. Co DETECTOR GALL-OUT QUANTITY MODEL # NN WIDTH REG2D20" HEIGHT REQ'D:24" 5TL. WHEN APPLICABLE) 'I1 TH"`, NEIGHT : WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. Q HARD WIRED SMOKE AND CARBON NEA 8 TW24410 '-6" ". i " ",5'-U, NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO WOOD FRAME (L.5. 5TL. w/ BATTERY BACK-UP B 2 GLIDER -O" a' �a""'; "".?j, 2'-O" I'-6" WHEN APPLICABLE) NEW FOUNDATION ALL ® FAN W DAMPERST W ® MIN. (2) 2"x4" STRUCTURAL FFA G.F.M. EXHAUST FL AN 4 LIGHT GOMBP P05T FOR 4 WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALL5), U.O.N. r-- ---------- I I I I I I 1 r- ------------------� EXISTING GONG. TO I r------------------ 1 BE DEMOLISHED I I I I EXIST. I I I I CONCRETE I I I I W I EXIST. WOOD L� T I I I DECK I T 1 I I I I I I SITE PROTEG-i ION: I I I I 1 EXISTING DEGK TO I. PROVIDE CONSTRUCTION BARRIER AROUND I I I I BE DEMOLISHED V H _ NEW V P. GONG. NEIN WIN x8"H DEEP CONT. — J PART OF BUILDING BEING DEMOLISHED PRIOR I I I TO STARTING ANY DEMO. BARRIER TO I I I 11 I r 1 FOUND. WALL POURED GONG. FOOTING PREVENT PUBLIC FROM ENTERING AREA OFIL--------------��-----------------I r— W/KEYWAY (� J CON5TRUCTI ON. I ------ —— —— 11 II 1 I I I I B — — — — — 1 I 1 II • $ II l QA-b ; i I EXISTING WALLS TO EXISTING DECK TO I I BE DEMOLISHED BE DEMOLISHED I 3 I II A I O I r------------I I EXISTING STOOP I .. . - Aar 00 -........... _.. _......- _........__- , EXIST. WOOD I I TO BE DEMOLISHED w I -600 DECK I I I I I PROPOSED w 1 3 ® 1 NEW I6"W x8"H DEEP DONT. 1 I I �_ BASEMENT;PROVIDE I POURED GONG. FOOTING I I ISI i l I I I TYPICAL LEDGER BOARD: ' s I p 2" UN-RIENFORCED I I I t ———— � O I. (1) 2"x P.T. $D. TO MATCH DEPTH OF JOISTS — I = GONG. SLAB, W/b NEW CMU/POURED GONG. FTG. MIL POLY VAPOR BLOCK WALL 2. SECURED w/ (2) 5/8" (P x 5" LONG H.D. GAL. LAG I ( I — _ — i I I I 1 BOLTS ® 16" O.G. 3: 0 RETARDER BELOW 1 I 1 1 EXIST. PANTRY N�-- -- 5. INSTALL H.D. GAL\/. J015T HANGERS BY '51MP5ON' (OR I Z �I I 1 I I — — j I 1 �.� N 4. PROVEOUAIDE FLASHING TUCKED UNDERNEATH 5101NO 4 I I NEW I 1 I I I 1 1 BENT OVER TOP EDGE OF LEDGER BD. - I MASONRY 5. SEE NOTED DETAIL I — — STOOP I I DRILL 4 EPDXY PIN 1 II -& --------- I L- ----� I I FOOTING INTO EXIST. FNDI O WALL 1 I ---- EXIST. FND. WALL I I EW FOOTIN05 INTO 22 P. . R lu y EXISTING DOOR TO 15—jY4 PROVIDE ACCESS ll! D BE REMOVEEXISTING WALL TO BE DEMOLISHED fJ < EXIST. BEDROOM EXIST. KITCHEN F-- EXIST. tu BATHROOM z 7 Lu < 2 X UP EXIST. UP 2 0 U EXIST. Q BASEMENT Q Ell w EXIST. DINING EXIST. LIVING ROOM ROOM BRED AR .� M. p() tii�� r �B. 0 03 740`5 y0 FOF NEIN PROJECT: uP MARTINEZ RESIDENCE FIRST FLOOR 17EMCL I TI CN PLAN FOUNDATION PLAN 220 OAK STREET SCALE: I/4" = I'—O" SCALE: I/4" = I'—O" GREENPORT N.Y. 11944 DRAWING TITLE: DEMOLITION PLAN FOUNDATION PLAN PAGE: A-41 DATE: 10/16/18 5 OF 8 ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. 5PEC.'s. GENERAL 5"*-rM50L EY : SEE PAGE "A-200" FOR NAILING 8 5TRAPPIN6 DETAILS. 1N NICOW G ART " H , :1 EX15TINO TO BE DEMOLISHEDQ HARD WIRED SMOKE DETECTOR _ EGRESS SM w/ BATTERY BACK-UP ROUGH OPENING";.:: WINDOW DIMENSION CLEAR EXISTING TO REMAIN WINDOW O CARBON MONOXIDE GALL-OUT QUANTITY MODEL # OPENING WIDTH REQ'D: 20" WIDTH HEIGHT H HEIGHT REG'D:24" NEW WOOD FRAME (L.6. Gp DETECTOR WIDTH EIGHT OPEN REQD: 5.7 S.F. - 5TL. WHEN APPLICABLE) HARD WIRED SMOKE AND CARBON A 8 TW24410 NEW PARTIAL HEIGHT SM/GO MONOXIDE DETECTOR COMBO WOOD FRAME (L.6. STL. w/ BATTERY BACK-UP B 2 GLIDER �; 2'—Q" " "'. . , i1,,,g„ "." 2._0.. WHEN APPLICABLE) NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN W DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST FL FAN 4 LIGHT GOMBP POST FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALL5), U.O.N. FLOOR PLAN NOTES O DOOR NOTE: W I I. INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 2.DOOR TYPE TO BE SELECTED BY OWNER 3.INSTALL AS PER MANU 5PEC.'s V (2) KING STUD (2) KING STUDW 2-8y2 2-�2 2-�2" 2-�2 2-�2 2 8y2' DOWNSPOUT(TYP) DOWNSPOUT ALUM. = J OSTAIR 8 RAILING NOTE: — I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI it MIN. 9" Tr - RISERS SHALL BE CLOSEDO L - U J 2. 42" HIGH GUARDRAIL d SPINDLE SPACING '°` 1Zr A A" O NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 56" HIGH HANDRAIL $ SPINDLE SPAGIN6 NOT Ia 4 5 4 5 4 5 4 5 4 5 TO ALLOW PASSAGE OF A 4" 4) SPHERE 5. 6RIPPABLE RAIL AS PER CODE x W z I cv cNv N w NEW 2"x10" R.R. NEW 2"x10" R.R. yk K SMOKE DETECTOR / GO DETECTOR NOTES: A U A N 6 m N O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT V SMOKE /CARBON MONOXIDE COMBINATION DETECTOR A-600 ,f x A-600 I A-600 A-600 _...__..___.._..... "'" IZ NEW LIVING W/ 10 YEAR BATTERY LIFEr N _ _ _ ROOMtu 2.INSTALL ALL AS PER MANU. SPEG.'s O v Q r r 3 VELUX VELUX 5. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I Q I 5KYLIGHT I I 5KYLIGHT I = SKYLIGHT Q SKYLIGHT IN COMPLIANCE WITH LOCAL CODE - 0 6"x3" ALUM. - R.O. 21"x45 " D� R.O. 21"x45 '" 6"x3" ALUM. D_tu L_- .- .-..J L - - - L 0 x- 2 GUTTER (TYP.) X j GUTTER (TYP) WINDOW NOTE: J O I. ALL NEW WINDOWS d DOORS SHALL BE N NEW 2"x10" R.R. NEW 2"x10" R.R. r ul ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, A Q I6 O.G. I6" O.G5 w N OR 6LIDIN5 (AS NOTED); INSTALL AS PER MANU. z z z SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #c{ IN I= W NEW GUTTER GUTTER `fl z CATHEDRAL CEILING HIGH POINT HIGH POINT "GLA55 WINDOWS AND DOORS ON PAGE A-100 - I x cVl MASONRY p NEW 2"x10" R.R. NEW 2"x10" R.R. 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5N 4 5 N LANDING �' ® 16" O.G. ® 16" O.G. SHALL HAVE 5TRAIGHT ARM HINGE WHEN N POST TO Q $ STEPS 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE RIDGE ABOVE TILT WASH cV 2'-8" r 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. :.; NEW (2) 5"x11.25" G.P. 2.0E LVL HDR _ P05T FROM 1.7 WINDOW/DOOR FRAMING: d� HEADER BELOW O SEE PAGE A-200 FOR FRAMING (2) POST TO (2) POST TO:/ ELEMENTS AROUND DOORS AND HDR HDR XI WINDOWS (TYP. FOR ALL) U.O.N. �71 ONEW GAS FIREPLACE: 1. PROVIDE DIRECT VENT OAS FIREPLACE INSERT EXIST. EXIST. DN BY "KIN55MAN" MODEL IDV55 (OR EQUAL) BEDROOM 2. 25,250 BTU OUTPUT NATURAL 6AS 5. MIN. INSTALLATION 51ZE 26.26"Wx14.575"Dx21.575"H 4, INSTALL AS PER MANU. SPECSEXIST. o EXISTING • KITCHEN I EXISTING 5M/GO O • • EXIST. O O BATHROOM N SM/GO EXIST. UP z Z w O EXISTING ui EXISTING Q O EXIST. DINING EXIST. LIVING w ROOM ROOM 0: EXIerIN6 M. ,oO /j. O cz 037405 �Q I► O F PSI Fps PROJECT: EXIST. UP MARTINEZ FIRST FLOOR FLAN ROOF FRAM I NO PLAN RESIDENCE SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'—O" 220 OAK STREET GREENPORT, N.Y. 11944 DRAWING TITLE: FIRST FLOOR PLAN ROOF PLAN INSULATION FENESTRATION REQUIREMENTS COMPONENT PROPERTIES NYSECC 2015 TABLE COMPLIES PAGE: 8402.1.2 R-21 CONTINUOUS MIN. R-20 W/ R-5 CONT. AS PER A-500 EXTERIOR WOOD INSULATION W/ I" RIGID TABLE 402.1.2 OF NY5 ENERGY YE5 FRAME WALL R-VALUE BOARD ® EXTERIOR CODE - CLIMATE ZONE 4 DATE: 10/16/18 PROVIDE SPRAY FOAM MIN. R- a AS PERT B 02. .2 ROOF R-VALUE WITH R-6.5 PER INCH OF NYS ENERGY GORE - YES 6 OF 8 CLIMATE ZONE 4 NY5ECC 402.1.5 AND TABLES U-VALUE= 0.250 402.1.1 AND 402.1.2 WINDOW U-FACTOR AIR LEAKAGE 0.50 MAXIMUM U-FACTOR=0.35 YES CFM/5F MAXIMUM AIR LEAKAGE= 0.50 CFM/SF f 1' 4 SECTION NOTES OTYPICAL P.GONG.FOOTING 4 WALL NEW RIDGE PER PLAN GON5TRUCTION: (2)2"x6"P.T.SILL PLATES w/COPPER TERMITE r, SHIELD t SILL SEAL • ANCHOR BOLTS AS PER PAGE A-200 6° • POURED GONG.FOUND.WALL AS PER DETAIL UPON TOP_ OF_RIDGE_-----_---_-_-_-_----- • P.GONGFOOTING AS PER DETAIL UPON ELEV. +14.0' • ASPHALTIC,MASTIC,DAMP PROOFING TO EXTERIOR 3 F • 1/211 EXPA ON JOINT•PERIMETER OFON SLAB(WHEN 12 K���GN� Skr`IGNr • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 4 l ypN FOR HEIGHT OF WALL! SLAB(WHEN APPLICABLE) CZ P PRE-FAB. RAILING w/ REOMNT5 AS BOTTOM O_F FASCIA RR' NEW CATHEDRAL CEILING NEW BASEMENT FLOOR ----------- 6 PER PLAN. RAIL SHALL HAVE O2 I. PROVIDE 2"(MIN)POURED CONG.AT 6ZADE UPON ELEV. +10.6' CAPACITY TO RESIST 200 LB5 OF 6 MIL POLY VAPOR BARRIER NEW HEADER ABOVE •---�--=� LOAD. MATERIALS SHALL----.( BE ONE OF THE FOLLOWING: HOT. NEW ROOFING NOTE: DOORS AS PER PLAN I fj s� DIPPED GAL\/., EPDXY PAINTED 5TL., NOTE: 3 I. ALL EXI5TIN6 ROOFING,FIBER PANELS 4 BUILDING FELT SHALL BE REMOVED AS NEEDED TO PROVIDE NEW (TYP) i EPDXY PAINTED WROUGHT IRON. I. IF FINISH MASONRY USED (SUCH ROOF. WINDOWS b F• BEND REBAR A5 BLUESTONE) - MASON TO 2.INSTALL NEW AROHITECTURAL SME TIMBERLINE' ' 4" P. GONG. SLAB ASPHALT ROOFING SHINISLE5 BY'GAF'OR EQUAL;MIN. 2X6 SILL PLATES ji ATTACHMENT AS TO SLAB ADJUST HGHT OF LANDING AS GRADE 2400,s0 YR WARRANTY OVER ® WINDOWS. II NOTE: REQ'D TO ACCOUNT FOR FINISH I° UPON COMPACTED s.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO ALL P. GONG. PER RAIL MANU. MASONRY LJ.1 24"FROM INSIDE FACE OF STUD WALL AND AT VALLEYS E OVER GUT EXTERIOR WALL ; I SHALL BE (TYPJ FILL � 4" P. GONG. SLAB 4.INSTALL 15 0 BUILDING FELT(U.O.N)OVER INSTALL NEW 2x6 SHOE € ; 4,000 P5I _ N/6x6 10/10 WWM 2. ALL HORZ. SURFACES 5HALL BE _ 1� _ , 5.I/2'GDX PLYWOOD SHEATHING(BLOCK ALL SEAMS) - ="-- -- .�S rl�T= ° -- _ UPON COMPACTED PITCHED ® 1:48 AWAY FROM BUILDING REBAR BENT (2) 2x6 P.T. 51 LL _,--�_ �` 6.GAP 5HINOL.E OVER RIDGE 6 HIPS(AS REOV) ( ° _-2�-" « I.PROVIDE RIDGE VENT(A5 REQ D) PLATE OVER COPPER EW IV I FILL TO SLAB A __ W e.FLASH ALL VALLEYS TERMITE SHEI FIRST FL O J J II \\ \\ 3. FOR SLABS ABUTTING FRAMING, SHOWN /y ' 9.INSTALL DRIP EDGE AS READ FLOOR FINISH------_—_—_ (U #4 REBAR II' //\//\ INSTALL COPPER FLASHING FROM 12" y / IOINSTA I-ALL AS PER MANU.SPEG.'0 ELEV. +2.8' - j- - - NEW F.J. ER LAN- J. j- CONT. TOP 1 \\/\\/\\ ABOVE AND ADJACENT TO SLAB, BED •.`�/ //\//\//\// = J O 20 5 I�RG�BENER6Y GEODE TABLEL.IN NENFR402:2 S 6 4 #5 REBAR ® \\//\\//\\ • '. /y, \ // U ALL FLA5HIN5 IN A5PHALTIG MASTIC ° / \/\/\/\ 0 V J GRADE 316 O.G. Iii /j/\/ (I) #4 REBAR ® •/ a /'�i \\/\\/ COMPACTED c;� O TYPICAL EXTERIOR WALL CONSTRUCTION: AVG. GRADE GRADE EA. STEP;3 L /� . • /\\/\/\\/\\/\\/\\/\\/ SEE NEN SIDING NOTE ELEV. +0.0' --- I F PI //\//\ CVR ® ENDS P / // // // // // // • UPON'TYVEK"HOUSE WRAP(OR EQUAL) z 8" THK. (MIN.) P. GONG. IIIb \ \ \ \ \ \ \ \ \ \ • (�BOOGKIN6•ALL PLYWDWD 5EAM9� b F:IL N \/ \\/\\/ 3:0—u WALL (4000 PSU I�II w \/\ // / // // // // // // • 2'X45"5TUD5 O 16"O.G.w/DBL.TOP PLATE dJ l(1 E I V \ \ �� \\ \ \\ \\ \\ \\ \\ \\ \\ • MIN.R-21 FIBERGLASS I B L.w.V .,U.O.N. FINd BASEMENT I lb _i 1/ / Ip • s/e•GYPSUM BD.WALL FINISH z #5 BENT 'REBAR Ij i1 —��\j�\j '�(9" MIN.) •' y// • \ \\ \\/ COMPACTED ® �a6 O.G. II /, \/\/\/\/� FILL / O NEN SIDING NOTE: = \/\/ /\\ \\/\\/\\/\\/\\ \\ \ \\ \\ \\ \\ 6 I. ALL EXIST.SIDING 6 FOAM SHALL FI REMOVED I I I° \ \ x a• /// O I / Q / #4 REBAR ® 2 INSTALL ISDINNG I38Y"'JAMES HARDIICEMENT NHA I�aN ; (I) #4 REBAR j u, /\/\ °// \ \IO O.G. (MIN. 3) (OR EQUAU,OVER 2 IYl CONT. ® BOTTOM I I .°° \/\\/\\/ 2"x4" KEYWAY s /i/ \� \\Y /\\/\\/\\/\\/ 4.I"R�5 R161HOUSE MAPOR EQUAIa Ak_ //\ :. //yy. // // // // // // 5.INSTALL ALL AS PER MANU.SPEC.e _ i Y//// \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \\, \ N 7 °� ib"x8" DEEP P. GONG. GRADE \ \ \ \ \ \//\//\//\//\//\ \ \ \ 6.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ° • .•/ T.�IDND6A SHAKALLL TO TOP OF FOUNDATION CONTINUOUS = 0 01 GRADE BM. ���/ \L / (5) # 5 REBAR ! ////c ti/�/ // / /��/� NOTE: \\/\\� .�� /\\/\\/\\/\\/\\/\\ ALL P. GONG. O ROOF INSULATION: 'I / // // // // SHALL BE I. PROVIDE 9.s"OF SPRAY FOAM INSULATION; #3 STIRRUPS II \\\\\ `��\\\\\\\\\\\\\\\\\\\\ 4,000 PSI \\\\\\\\\ SPRAY FOAM INSULATION TO BE R-65"PER INCH SECTION A- ® 8' O.G. • I //\\ \//\\ \ 5GALE: 1/4" = I'-O" #4 BENT REBAR 10" O.G. (MIN. 5) CONIC. STAIR DETAIL_ to JA-600.(p SCALE: 5/4" = 1'-0" < F- LL LuQ lid zz w < NEW (2) 2X6 INSULATION _\ 0 SILL PLATE 0 V NEW R50 BATT BETWEEN CAVITIES NEW P. GONG. FOUND. cq NEW 2"XIO" P.T. RIM JOIST WALL (4,000 PSI) a 4 NEW (2) 2"x(b" P.T. SILL PLATES d — PON SILL SEAL UPON COPPER TERMITE SHIELD 145 NEW F.J. AS NEW #5 HORI Z. REBAR 12 O.G. d NEW 5/8" 0 HOOKED (SPACED VERT.); DRILL EPDXY PER PLAN _ z J r- i i\t. . ANCHOR BOLTS a 3q O.G. PIN AT LEAST 4 INTO EXIST. 9 ° 11° ° NEW P. GONG. � : W/ 5" SQUARE WASHER I$ FOUND. WALL USING CUIKRETE —< 9 114. j ` 9 < " °° �®�R� FOUND. WALL j (4,000 PSI) I ENDNUT H I GH—STRENGTH ANCHORI NO __ _dI°d .Q ° ° 9 \�Q' i 0 EPDXY (OR EQUAL) (TYP.) GRADE —— — NE� #5 VERTICAL I '. : 3 ! 5SMNT REBAR 56" O.G. II. ( MIN '° • 4 it ° ° d N >, 8 d a ,. 1i .• '9 7405 JO (2) #5 HOR. CONT. REBAR .14 ___ ° ___ F��, NES . TOP AND BOTTOM OF WALL 119 a i 8 II ° , (2) #5 HOR. CONT. REBAR i 1 ° • ..Q11 ° • it `� � °a' PROJECT: W #5 STIRRUPS @ 1(b" O.G. 11 I1 . d i, II.° MARTINEZ •.d•• 11 •'.dam ° ° °< ° NEW 2" POURED : 9 d° II li PROVIDE 3" MIN. GONG. RESIDENCE 3 MIN. d COVER OF ANY REBAR ` ° 11 d GONG. SLAB i i •� 9 . .� d 4 \V111 k-Ij °� --� -( ' - EXIST. P. GONG. L - T\4 d) FOUND. WALL 9 II 6 ML. POLY I i� ° 9 ° ° ° 220 OAK STREET MOISTURE RETARDER _.-- EXIST. CONT. P. 11d. " MIN. _ -411 GONG. FOOTING i = =�� GREENPORT, N.Y. 11944 4 ORAVEL BASE I 11 ° < ° 1I a NEW 16 x8 DEEP I I ° ° I I _ —CONT. P. GONG. NEW (2) # 5 HORiz. DRAWING TITLE: PROV. GLEAN CONTINUOUS REBAR © TOP 4 COMPACT FILL �FOOTINO (4,000 PSI) BOTTOM OF FOUND. WALL 9° da 11 < < • ° SECTIONS DETAILS PROVIDE 3" MIN. GONG. fib—7. COVER OF ANY REBAR CONTINUOUS KEY , WAY NEW (2) # 5 HORIZ. CONTINUOUS REBAR NEW # 5 VERT. REBAR 36" O.G. NEW 12"x8" DEEP PAGE: CONT. P. GONG. GRANL. SFAOE FOUNDATION DETAIL_ 2 F I NN I NO DETAIL. FOOTING (4,000 PSI) ON& 009 A-600. I 5GALE: I" = I'-O" e4-600. I I SCALE: I" = I'-O" A-600OWML DATE: 10/16/18 7 OF 8 0 LIVING NOTE O ROOM ALL PLUMBING 4 LL FUEL GAS WORK j SHALL CONFORM E NG FIREPLACE TO LOCAL EXISTING INSERT IL PLUMBING CODE d � EXISTING FUEL 6A5 E PIPING PENETRATIONS: LJJ I I. PROVIDE "ABE500 FP200 FR � EXPANDING FOAM" (OR EQUAL) NEW ROOFING AT ALL PENETRATIONS AT WALL5 U - 4 AND FLOOR5/CEILIN55. SECTION 12 SEE NOTE ® 2.PRODUCT CONFORMS TO A5TM E LLI 0 GA5 SUPPLY V4, A57M E 84, AND UL 14-79 f- V N� U J N= z tuQ IL EXIST. LH 0 O 0 0 0 REGULATOR w 0 d EXISTING DLI �Ll, ,L:l TO GAS MAIN FLOOR FIN15H •�r 'fy NEW 51DING - 5EE NEW NOTE ® SECTION MASONRY Jk I6'-1" STAIR PROPOSED ADDITION NORTH ELEVATION (REAR) OAS RISER - SUFf=LY 50ALE: 1/4" = 1'-0" SCALE: NTS vi X Q z O z ILO EXISTING o EXISTING f2 o Z z Lu < 21"x45 R.O. 21"x45 R.O. 2 VELUX SKYLIGHT VELUX SKYLIGHT - ""'I O2 EXISTING , INSTALL PER MAN. INSTALL PER MAN. EXISTING U INSTRUCTIONS INSTRUCTIONS LuLli � _ L EXISTING Z- EXISTING EXI5TING J� T�' P EXISTING NEW SIDING - SEE NEW SIDING - SEE NOTE ® SECTION NOTE ® SECTION FLOOR FINISH FLOOR FINISH 0,1 -ZON1' ,. rx :r •G. f .trt •,1 i' 't •t � ;. < PROJECT: • —14'-0" EDA NEW PROPOSED AD (TION PROPOSED ADDITION MASONRY-// ASONRY MARTINEZ STAIR NEST ELEVATION (R I OHT SIDE) EAST ELEVATION (LEFT SIDE) RESIDENCE SCALE: 1/4" = I'-o" 50ALE: 1/4" = I'-O" 220 OAK STREET GREENPORT, N.Y. 11944 DRAWING TITLE: ELEVATIONS GAS RISER DIAGRAM PAGE: Is 700mOl. DATE: 10/16/18 8 OF 8 . D APPR VEDAS NOTED DATE: C B.P, _ 43 Ct3a FEE: b 4 BY: BUSS P CAnD!NG RI QUE:3C NOTIFY BUILDING DEPARTMENT AT 765-1862 8 AM TO 4 PM FOR THE FOLLOWING'INSPECTIONS: 1. FOUNDATION - TWO' REQUIRED FOR POURED CONCRETE 2. ROUGH = FRAMING & PLUMBING lo��er door 3. INSULATION 4. FINAL - CONSTRUCTION MUST t id ductwork BE COMPLETE FOR C.O. to ging required. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW A YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. t - - Mus provide Manual D, and S as peas COMPLY WITH ALL CODES OFN'Ya Energy Co NEW YORK STATE & TOWN CODES w k AS REQUIRED AND CONDITIONS OF E-- �, BA U J ;. _.SO.t1TklOLD.IQI�'N Z r i RD Q S0UT80Ml0 4iRJFEES t a, OR , OCCUPANCY USE IS UNLAWFUL WITHOUT CERTIFICA�'F OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED %j l,,1PtyTy{M pryrIUN1*1�0FF PUFYSi,VNI 1 TO CMA TER 236 OF T11 Tt�V4 ODE.. El 11 9 z W . o U Li.l O �R;D gaCyr (P 03 Ob PROJECT: MARTINEZ RESIDENCE X ARCHITECTURE ANTHONY PORTILLO R .A. LEED AP I Nil 91 R 1111- 77 _7 77", �..�a.'w�+.r. ...,.w a' 220 OAK STREET 15400 MAIN ROAD 254. 36TH STREET, SUITE 256 GREENPORT, N.Y. 11944. ^( MATTITUCK, N .Y. 11.952 BROOKLYN , N .Y. 11232 DRAWING TITLE: TITLE PAGE LLC 0:516-214-0160 0:716-572-4741 PAGE: T-100 . DATE: 08/29/18 1 OF 8 NOTES $ 5FE0I F I GATT ONS CARPENTRY 51TE WORK IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 CON5TRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR T06ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, T- I QQ TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARCHITEGT/EN&INEER PRIOR TO PROCEEDING. 8 MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/IN5ULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" STOCKPILE ALL EXCAVATED MATERIALS. APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTIN6 STRUCTURE. 4. NEN AND REE JJ�� 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ROOTS, ROCKS, A1ND DEBRIS. ALL SURPLUS MATEN& BACK FILL MATERIAL ARE TRIAL HO BE AT 15 UNSUITABLE TABLE OF I^EEV5, E FORJ'"t- I ®® SITE PLAN ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EaUA!-• PROJECT/ZONING DATA 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN 5. PROTECT TREES WITHIN EIGHT FEET OF HE BUILDING. AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, A-200 SITE PLAN U.O.N. GLASS WINDOWS AND DOORS OF THE OWNER/BUILDER I. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS T• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING :: 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. CLEARANCES ARE PROVIDED. WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WIH MASONRY/CONCRETE TO BE 3. ALL SLIDING GLASS DOORS, 5KYL16HT5, AND ANY GLASS UNIT INSTALLED HOLDOWN, ANCHOR BOLT, 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, T/ UNLESS APPROVED BY THE ARGHITEGENGINEER. UNLESS OTHERWISE NOTED. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE STRAPPING & NAILING DETAILS 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION k4lTH FLOOR PLANS ON PAGE A-I. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHER 15E NOTED. SEE FLOOR PLANS MANUFACTURER'S SPECIFICATIONS. STRUCTURAL DESIGN LOADS 8. DRY WELLS A5 REOUIRED BY STATE AND LOCAL GODE5. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN APPLICABLE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE A-400 FOUNDATION PLAN ENERGY CONSERVATION GORE. q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX &RADE. 10. OWNER/BUILDER, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING ANY OTHER 'TYPE OF 6LA55 UNIT WHEN WITHIN1THIN SCHEDULE ON PACE A-1 AND GLUED, U.O.N. 6. PROVIDE FLASHING PANS UNDER ALL 6 6LA55 DOORS, WINDOWS, OR DEMOLITION PLAN 6 OF AN EXTERIOR SURFACE. LJJ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL U 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. -rJQQ FIRST FLOOR PLAN AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT w PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 I-- SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ROOF FRAMING PLAN = 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS Q ?. ,J RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 6'-O" AND AT EVERY 6'-0". q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATE5 TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE -�QQ SECTION 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, DETAILS TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 50HEDULE AS ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. REQUIREMENTS. BROOM GLEAN. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPEN5ATION AND GENERAL 1"I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 A-1 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3 TEMPERED CLASS. -700 ELEVATIONS AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB GAS RISER DIAGRAM I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. ELECTRICAL: THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPLETION OF PROJECT. Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 TO 2011 NATIONAL ELECTRIC CODE, NFPA-70 AND 2015 INTERNATIONAL ENERGY 1'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS HE OWNER, AS PER PAGE A-1 THROUGH A-3. CONSERVATION CODE. ARCHITECT/ENGINEER, AND THEIR A&ENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITER-5 CERTIFICATE UPON AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD COMPLETION OF WORK. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER W/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER HE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L05S OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPIN6, OR 50AKIN& UNTIL THE WOOD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO - GENERALLY,VERIFY OR PROVIDE HARD WIRED INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, SMOKE DETECTORS W/BATTERY BACK-UP IN: ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER WHOLE OR IN PART BY ANY NEOLI&ENT ACT OR OMISSION OF THE MANUFACTURER SUCH HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, SUCH AS: LEDGER A. EACH 5LEEPIN6 ROOM CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR ROGATIONS SUCH SILL PLATE, DECK CONSTRUCTION, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: AREA IN THE IMMEDIATE VICINITY OF PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOI5T McMILLIAN IAE MIGROLAM THE BEDROOMS (GENERALLY THE HALLWAY) 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 B: 6EORCIA PACIFIC 2.OE 6-P LAM G. EVERY LEVEL OF DWELLING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN& PSL (PARALLEL STRAND LUMBER) DENOTES (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 JOIST McMILLIAN 2.OE PARALLAM TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINo5, 5PECIFIGATION5, ALL TO BE INSTALLED AS PER MANU. 5PEO.'s CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE G AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARCHITEGT/EN6INEER. FOUNDATION. CONCRETE. AND MASONRY NOTES, AND TABLES N ILINO R HE 4 A-3. THE FASTENING SCHEDULE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTIN6 FOUNDATION AS IT EROUND SNOW LOAD 20 LBS SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS APPLIES TO THE NEW WORK'BEING PERFORMED AND SHALL COORDINATE THE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON HE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BASIC WIND SPEED 130 MPH PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL EXPOSURE CATEGORY B WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SO. FT.,U.O.N. SEISMIC DESIGN CATEGORY B 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAGTRER'5 WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS WEATHERING SEVERE WALL W/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT OTHERWISE NOTED 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE W(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. FR05T LINE DEPTH 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEiGTURAL WORKS WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N). 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS TERMITE MODERATE TO HEAVY COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE UNTIL 151 TIER OF FRAMING IS IN PLACE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W/ STANDARD SHEAWALL HARDWARE (W/NOTED VALUES) 4 ANCHOR BOLTS, -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ICE BARRIER REQUIRED YES w R U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG CODES AND REFERENCE STANDARD: W/6" RI5E 4 W/(2) s/a"m BOLTS THROUGH CENTER LINE OF VERTICAL LE05 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 0 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6 DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. SOLID WITH CONCRETE. BUILDING GORE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. MAINTENANCE CODE. ui 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ASPHALT ROOFING SHINGLES 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 Q DAYS OF 4p00 P.5.1.,U.O.N. STRUGTUR/�L DSS I GN LOADS cl WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE 6AF-6LA55-A ASPHALT ROOFING CONSTRUCTION MANUAL BY AF 4 PA. SHINGLES OR APPROVED EQUAL. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INT'E'RNATIONAL PLUMBING 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER USE IFLI\/rz LOAD DEAD LOAD � W CODE. NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR ALL EXTERIOR BALCONIES 60sf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 13. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RESISTANT TIES - p MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. (1) WALL TIE PER (3) 5QFT 3. PROVIDE FLASHING NECESSARY FOR WATER TIG . .HT AND WEATHERPROOF DECKS 40 psf 15 psf ED A/�C 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC. CODE, CONSTRUCTION. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. PA55ANOER VEHICLE 6ARA6E5 50 psf AS PER PLAN 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S p SPEGIFIGATIONS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. �► / ? rr ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 5. NAILING OF ROOFING SHALL BE TO CODE. FROM FOOTING TO 2" ABOVE FINISH GRADE. r<ae 1 p GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 6. CORROSION RESISTANT II &AGE ROOFING NAILS AND 16 &AGE STAPLES ARE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ATTICS WITH 5TORA5E (ROOF ABOVE 3 PITCH) 20 psf 15 psf f CONSTRUCTION;SSTD 10- 141 AND 2015 SBC HIGH WIND EDITION WOOD FRAME PERMITTED OF 40-F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO CONSTRUCTION CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf �. 037405 HCl ? 1. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, . PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2:12 PITCHES TO 4:12 PITCHES 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 5LEEPIN6 ROOMS 30 psf.. 15 psf OF (ls\o 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ARCHITECT/ENGINEER. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 8. ASPHALT 5HIN6LES SHALL BE TESTED TO DETERMINE THE RE515TANCE OF BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND STAIRS 40 psf 15 psf 3. METAL PLATES, CONNECTORS,5GREWS, BOLTS AND NAILS EXPOSED WHERE EVER APPLICABLE. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PROJECT: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A GUARDRAIL5 AND HANDRAIL5 200 psf 15 psf 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. MARTINEZ 5HEATHIN6 AND 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE GYPSUM WALL BOARD PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf 12 psf FOR ATTIC COMPOUND METHOD. p 15 psP FOR CATH. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED„ RESIDENCE RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. , DEEP 4 3-O" BELOW GRADE. ALL STRUCTURAL PF-516N CONSIDERATIONS ARE IN CONFORMANCE WITH 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. DEEMED APPLICABLE. ASCE ?-10 (MINIMUM DF-510N LOADS FOR BUILDINGS AND OTHER STRUCTURES) 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS. 3. 5/6", ONE HOUR RATED, TYPE 'X' &YP5UM BOARD ON GEILIN6 AND WALLS 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 220 OAK STREET TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MEIN. BOLT DIAMETER IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING OF I" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE . EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL GREENPORT, N.Y. 11944 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. TABLE R501.71' BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'T" IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 4. FINISH JOINTS, JDIMPLES,NAIL DIMLES, CORNERS,AND EDGES SHALL BE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 ON CENTER. TAPED AND RECEIVE THREE GOATS PL JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND STRUCTURAL MEMBER ALLOWABLE DEFLECTION GENERAL NOTES INSULATION I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED ALL OPENINGS.WITH FOIL FACED PROJECT/ZONING DATA FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 6. FASTEN GYPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE A-1. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 FOIL TO BE PLACED TOWARD WARM SIDE. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM 6" BELOW GRADE TO 24" BELOW 6FA0E IF DESIRED BY MECHANICAL CONNECTIONS: INTERIOR WALLS 4 PARTITIONS H/180 CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE SUBSTITUTED FLOORS 4 PLASTERED CEILINGS L/36o PAGE: WITH AN APPROVED EQUAL PRODUCT. 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2. THE 5UB5TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY - q" R-30 FOR FLAT CEILIN6,5 "SIMPSON" MANUFACTURER. A-100 - 5.25" R-306 FOR VAULTED AND CATHEDRAL CEILINGS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ALL OTHER STRUCTURAL MEMBERS L/240 - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 - 5.25" R-21 FOR FLOORS VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MECHANICAL, FUEL GAS: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. DATE: 08/29/18 2 OF 8 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THESPECIFICATIONS OF THE PRODUCT BEING INSTALLED LOCAL MECHANICAL CODE AND FUEL 6A5 CODE -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 6. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. .. .. ,.. r....: SITE AYOUT NOTES T L / �F LOT C, LT 5 SITE PLANAN Si. THIS IS AN ARGHITE {: 5U5.JECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION SUFFOLK COUNTY TAX LOT NO. 1000-42-1-25 REPRESENTED ON THI5 SITE PLAN 15 TO THE % LOT ARCHITECT'S BE5T OF KNOWLEDOE. DESCRIPTION (ZONE R-40) AREA COVERAGE 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY AND PREPARED BY: TOTAL LOT AREA -1,500.0 S.F. KENNETH WOYCHUK LAND 5URVEYIN0 P.O. BOX 155, AaUEBOOUE, NY, 110151EXISTING HOUSE 884.5 S.F. 11.8% EXISTING OARAOE 285.4 S.F. 5.8% NOTE: EX I5T1 NO STOOP 15.1 I. SITE PROTECTION/SILT FENCING TO BE _ ��7�°13'20"� _ X0.00' PROPOSED ADD I TI ON5 (('_',OVERED INSTALLED AS REG2UIRED BY OREENPORT AREA) 232.4 S.F. 5.1010 V I LLAOE. PROPOSED STOOP 16.0 S.F. 0.2% w � TOTAL AREA OF ALL STRUCTURES MAX. COVERAOE ALLOWED= 2096 1434.2 S.F. 11.10/0 v U J Q in 0 0 � � I 4.4' EXIST. GARAGE 14.2' GONG.APRON i--15.8' Z W PROPOSED PRoP. I STORY /p STOOP U B1 GO ADDITION I II I 4.0'� O_ Q 13.6' - 0 V 0 � EXIST. I 1/2 u }—�, � `g'� RE��Cy�� _ STORY FRAME �, p C, r� D HOUSE a 11o Lu �- 14.71' S.5' 14.1' z F N } ' N N III III II II > PROJECT: I MARTINEZ RESIDENCE 1E u II- I I x 220 OAK STREET 200.00' r' GREENPORT, N.Y. 11944 N-75° 15'20"W 50.00' `U JJ DRAWING TITLE: CONCRETE SIDEWALK SITE PLAN ASPHALT APRON OA< STREET PAGE: 51 TE PLAN A-200 I SCALE: 1'-0" = 10'-0° DATE: 08/29/18 S OF 8 FASTENING SCHEDULE A OO STRUGTION DETAILS YIN / LOAD PATH AC.,HOR BOLT Sfi=EGIFIGATION5 NOTE: TH15 SGHEDULE DOE5 NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, GONNEGT 1 ON DETAILS AND ROUGH OPENING FRAMING REQUIREMENT5) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 5.2A 4 3.25, P. 112) CORNER FOR ALL STRUCTURES: CONDITION FASTENER SPEC. FASTENER 3q.. S%a"(P ANCHOR BOLTS ® 39" O.C. DESCRIPTION AND QUANTITY SPACING • ROOF $ GEILING FRAMING f NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JOI57 1. MIN. V EMBEDMENT INTO CONCRETE W 5" SQUARE WASHERS AND END NUT SETUP; GEILIN6 J015T TO TOP PLATE (TOE-NAIL) REQUE5T 5K IF NEEDED PER J015T BLOCKING 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL JOIST HANGER END TOP TWO COURSES 50LID GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUE5T 5K IF NEEDED EACH LAP CONDITION GIRDER/HEADS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) 5-16d COMMON EACH LAP OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER WALL FRAMING TYfi I GSL N I L I N O/STRi=i=I NC ROU I R1"tNTSO UAL ITS I �'tR� 4" LATERAL Y `4 N� RESISTANCE TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON 1 PER FOOT W TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE TYPICAL NAILING/STRAPPING REG2UIREMENT5 FOR = —� UPLIFT, 5HEAR, 4 LATERAL WIND RE515TANCE STUD TO 5TUD (FACE-NAIL) 2-I6d COMMON 24" O.G. U -� HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES Q WALL STUDCONNEGTION DI D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4' PER STUD BOTTOM PLAT SUB FLOORBOTTOM PLATE TO FLOOR JOIST, BAND J015T, 2-I6d COMMON 1'2 PER FOOT DOUBLE JOIST ENDJOIST, or BLOCKING (PAGE-NAIL) AT STUD TO FLOOR A55EMBLY TO SILL FLOOR FRAMING. PLATE(5) CONNECTION: FOR STRAP - 3 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST o ° END OF STRAP (WRAP STRAP UNDER SILL PL) BRID&IN6 TO J015T (TOE-NAIL) 2-5d COMMON EACH END D I fl FOR EA. PLATE TO STUD ABOVE d OR BELOW - • BLOCKING TO J015T (TOE-NAIL) 2-ad COMMON EACH END _2 _16_ d COMMON NAILS DOUBLE JOIST FOR NON-BEARING WALLS BLOGKIN6 TO SILL or ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) 5-I6d COMMON EACH BLOCK " . a FLOOR CONNECTION ,4/ # LPT4 SIM-50N (OR EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST 5TANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER J015T BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T KING STUDS BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT RAFTER CRIPPLE STUD ROOF SHEATHING STRUCURAL PANELS: (SE ALSO GRAPHIC,HEADER NAILINO/✓TRAIFFINO @ YINDOY /�OOR HEADER ad COMMON b" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) ad COMMON 6" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® &ABLE NOTATION: JACK STUDS — A- NUMBER OF ad NAILS a EA. END OF 5TRAPPIN& (3.7, P. 15.7-2001) GE I L I NG SHEATHING WALL STUD 5- NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235,P. M3 -2001) G- NUMBER OF FULL HEIGHT KIN& 5TUD5 a EA. SIDE OF HEADER (3.23G, P. Iq3 - ALTERNATE�5.23D,P&. Iq4 -2001) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER o EA. 51DE (3.7,P. 157 # WORK5HEET-2001) E- NUMBER OF JACK STUDS o EA. END OF HEADER (3.22F, PAI-2001) WALL SHEATHING DF- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF SILL(S) o EA. SIDE (DOE5 NOT APPLY TO DOORS) __J G (315, P. 157 6 W0RK5HEET-2001) STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD H B E FASTENING SGHEDULE B GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD z lam!I ND RESISTANT CONSTRUCT I ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 2 F IN ACCORDANCE WITH WOOD FRAMEFLOOR SHEATHING (SUBFLOOR) U CONNECTION LOCATION: PART NUMBER: NOTES: GON5TRUGTION MANUAL 2001 EDITIONI RI DC E-TO-RAFTERS 0520 ® 2 I " APPLY STRUCTURAL PANEL5:TO EACH PAIR OF RAFTERS A NOTATIONw I" or LE55 ad COMMON 6" EDGE / 12" FIELD F- R000H A B G D E F G GREATER THAN I" 10d COMMON 6" EDGE / 6" FIELD p RAFTER-TO-WALL H7 APPLY TO EACH RAFTER oPN6 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER r-0" 2 1 1 1 1 I 4'-0" 4 I 2 2 2 2 PLATE-TO=WALL STUD 0520 @ 18" I APPLY TO EACH WALL STUD REQUIRE5 SILL PLATE OF 2"xb" (MIN.) 6'-0" 5 1 3 3 3 3 ED ARC 2ND. FLOOR WALL TO IST. FLOOR WALL LFTA or G520 © 36 APPLY TO EACH WALL STUD REQUIRES (5) 2"xl2" HDR (MIN) \5 .( HEADER-TO-JA,CK STUD C520 a 12" APPLY TO EACH JACK STUD 8'-0" -t 2 5 4 4 4 � �p� app CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55T516 APPLY TO EACH SIDEWALL END C520 WRAP UNDER DOUBLE SILL PLATE IST. FLOOR UNDER SILL PLATE (USE WITH 5" SQUARE WASHERS) U5E THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SPL I G NG OF TOi= LAT FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Soh PROJECT: b� TOP PLATE a MARTINEZ SPLICE LENGTH � � lJ TOP PLATE SPLICE REQUIREMENT5 TOP PLATE 5PLIGE REQUIREMENTS J RESIDENCE GONTI NUOUS BUILT–UP GIRDERS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BdG - i THREE OR MORE SUFFORTS ALL OTHER CASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE 1 �tl nY/ BUILDING MINIMUM SPLICE"" BUILDING MINIMUM 5PLIGE" 1, CONNECTION 41/BETH 1/B 4 OF DESCRIPTION Ab DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) p 220 OAK STREET PATTERN ASSEMBLY REQUIREMENT5: GREENPORT, N.Y. 11944 MAX.32" WHEN 5IRDER5 MADE UP OF JOISTS NAILED TOGETHER 12'-0" 2'-O"/2'-6" 12'-0" 3'-0" A (2)Rows lod NAILS o 12"O.c. P SIDE BY SIDE ARE GONTINUOUS OVER THREE OR MORE 5UPPORT5, JOINTS ARE TO BE LOCATED BETWEEN ONE - 1 _(/' s (5)ROHS loci NAILS o 12"O.G. P 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-q" I6'-O" 4'-0" `� DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)ROK5 1/2" m BOLTS o 12"O.G.STA6&ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'—O" 4'-O"/5'-O" 20'—O" 5'-0" HOLDOWN, ANCHOR BOLT, DBL o ENDS TWO-PIECE TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. STRAPPING, & NAILING DETAILS BUILT UP GIRDER P MAX.32" 24-O 4'-0"/5'-0" 24'-0" 6-O D (2)ROWS I/2" m BOLT'S o Ib"O.G. NAILING: STRUCTURAL DESIGN LOADS E (2)Rows I/2" m BOLTS o 24"O.G. TWO-PIECE 61RDER5 ARE To BE NAILED FROM ONE SIDE 2b'-O" 7'-O" BETHEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, (2)ROK5 5-5/6"TRUSSLOGK SCREWS o 112"O.G. d 1/4 OF A F sGREwm ON(U SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF I6 INCHES �- �� � �� �- �� (2)Rows 3 N(1) IDE O MEr'K SCREWS o IIb"O.C. p BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 5:21-0116 O /7-6 521-0.1b O 6 SCREWED ON(U SIDE OF MEMBER TO BE NAILED FROM EACH 51DE W/ IOd NAILS, TWO NEAR PAGE: EACH END OF EACH JOIST, OTHERS STAGGERED w/ A 1.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 36'-O" 7'-O"/a'-9" 36'-O" 9'-O" H (2)ROWS 5-5/81"TRU�SLOGK 5GREW5 0 24"O.G. P CONNECTION U51N5 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE SCREWED ON(1)SIDE OF MEMBER DISTANCE OF 32„ BETWEEN NAILS IN A HORIZONTAL LINE. LENCTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO (2)RONS 5”TRUSSLOGK SCREWS o 12"O.G. TuE-PIECE n V-011/101-011 n " " ' " J BUILT UP GIRDER MAX.32" PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O a-O /10-O 40-O I I-O A-300 SCREWED ON BOTH SIDE OF MEMBER P THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d NAILS (2)ROWS 5"TRU55LOGK SGREKS o Ib"O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50,-O„ 101-011/121-61, 50-O„ 13,-O„ K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND K/ THE OTHERS 5TA66ERED H/ IN EXPOSURE B L (2)ROH5 5”TRUSSLOGK SCREWS o 24”O.G. M71A£EN I/6 A DISTANCE OF NOT MORE THAN 52” BETWEEN NAILS IN A 5.TABULATED SPLICE LENOTH5 ARE BASED ON b FOOT WALL , SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE. HEI&HT5 FOR OTHER HALL HEIGHTS,H,THE TABULATED UNIT 60-O 12-O /15-O 60-O I 6-O„ LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FOR ALTERNATIVE WALL HEI614T5 MULTIPLY THE ABOVE '701-0” „ DATE: 08/29/18 4 OF 8 NOTE: FOUR-PIECE &IDERS ARE To BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-0 141-01' Iq-o 1.BEAMS t HEADERS NOT NOTED KITH CONNECTION PATTERN ON NAILED W/ god NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'HHEN b"OR SMALLER d CONNECTION PATTERN'B' ORWHEN 10"OR LARGER P GDER. q'WALL- 1.125 a0'-O" I6'-O" 80'-0" 221-0" 1 '0'WALL- 1.25 2.WHEN SGREKIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIN6: II'WALL- 1.375 OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER p 61RDER5 ARE To BE SECURELY ANCHORED TO MA50NRY PIERS,' 12WALL- 1.5 TH15 COLUMN w/MULTIPLIER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"HALL OENERAL 5`r1�50L <ENr : _ :1 EXISTING TO BE DEMOL15HED rl!) HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK—UP EXISTING TO REMAIN CARBON MONOXIDE NEW WOOD FRAME (L.G. CO DETECTOR 57L. WHEN APPLICABLE) NEW PARTIAL HEIGHT ID HARD WIRED SMOKE AND CARBON WOOD FRAME (L.5. 57L. 5M/GO MONDETECTOR COMBO WHEN APPLICABLE) w/ BAATTETTE RY BACK—UP 7. NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" 5TRUGTURAL G.F.M. EXHAUST FL FFAA N b LIGHT GOMBP POST FOR 4 WALLS W/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. F--------------- I I I I I I I-------------------I EX15TINO GONG. TO I I r----------------� I BE DEMOLISHED I I I I I EXIST, I I I I CONCRETE j j I L_ w i I I EXIST. WOOD '' II T i I I DECK l—7 I I I I I I I = ' SITE PROTECTION: I I I I I I EXISTING DECK TO V I. PROVIDE CONSTRUCTION BARRIER AROUND I I I I I I BE DEMOLISHED PART OF BUILDING BEING DEMOLISHED PRIOR I I I I I I TO STARTING ANY DEMO. BARRIER TO I I I 11 I V PREVENT PUBLIC FROM ENTERING AREA OF ,L--------------L ---------------- < n 1 NEW 8" P. GONG. NEW 12"W x8"H DEEP GOVT. = J _ ______�-----------------I r_ — FOUND. WALL POURED GONG. FOOTING O J GONSTRUGTI ON. I r————— --------- % - I I Ii i I -- - - --- - - --- - I I II t POCKET'BEAM INTO II FOUNDATION WALL; y11 4 I I I I PROVIDE COPPER A I I I II FLASHING AROUND I I EXISTING WALLS TO EXISTING DECK TO I I BE DEMOLISHED j j II �. ' I POCKET NEN 2"x10" F.J. ® I6 O.G. BE DEMOLISHED -------- 4 I -------------- EX I STING STOOP A-600 I......................._....... __ A-600 ' EXIST. WOOD I I TO BE DEMOLISHED I Q QI II 1 1 DECK w N I j I r-———— � m II X p PROPOSED CRAWL rr 5 PAUNGRIENNFFORGEDOVIDE 2 I 5_q3 I I I I GONG. SLAB I _./4 I EXIST. PANTRY —— —— I X w NEW 2"x10" F.J. ri ® 16" O.G. POCKET BEAM INTO - 00 I a O FOUNDATION WALL; I x !P P.T. BM DRILL # EPDXY PIN NEW II I FLRAOVIIDE AROUND COPPER-\ DRILL # EPDXY PIN I II cV ® m FOOTINGS INTO EXIST. FND. WALL I POCKET NEW FOOTINGS INTO I Q I — EXIST. FND. WALL (2) 2"x8' P.T. HDR y EX15TINO DOOR TO 15'-jYq" 3'-O" BE REMOVED EXISTING WALL TO PROVIDE d _ BE DEMOLISHED ACCESS EXIST. BEDROOM EXIST. KITCHEN ol oo EXIST. BATHROOM z Lu UP EXIST. UP 0 • O • U lit EXIST. Q BASEMENT w EXIST. DINING EXIST. LIVING ROOM ROOM A 1. ni PROJECT: MARTINEZ UP RESIDENCE 220 OAK STREET FIRST FLOOR17EMOL.IT101� PLAN FO�U1�I�AT101� PLAN220 N.Y. 11944 5r-.ALE: 1/4" = 1'-0" 5GALE: 1/4" = I'-O" ' DRAWING TITLE: DEMOLITION PLAN FOUNDATION PLAN PAGE: A-400 DATE: 08/29/18 5 OF 8 �I�I���� . ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL A5 PER MANU. SPEG.'s. T SEE PAGE "A-200" FOR NAILING d STRAPPING DETAILS. r i% - ry-. EXISTING TO BE DEMOLISHED . HARD WIRED SMOKE DETECTOR -- EGRESS 5M w/ BATTERY BACK-UP RUUcI`t7PLilNO;' ' `Y'„ WINDOW DIMENSION CLEAR EXISTING TO REMAIN WINDOW QUANTITY MODEL # =. OPENING O CARBON MONOXIDE GALL-OUT WIDTH REGI D: 2010 NEW WOOD FRAME (L.6. CO DETECTOR WIDTH= HEF(GHT, ;.;. WIDTH HEIGHT 5TL. WHEN APPLICABLE) HE REV: 5."T" ;..:.: .:. ..... .... ,:.,•.,' OPEN REQ D: 5.7 S.F. Q HARD WIRED SMOKE AND CARBON A 8 TW24410 �.AV 5'-O NEW PARTIAL HEIGHT SM/CO MONOXIDE DETECTOR COMBO -- WOOD FRAME (L.6. STL- w/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL ED 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST FL FAN'8 LIGHT GOMBP POST FOR 4 WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. FLOOR PLAN NOTES DOOR NOTE: O I. INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). < 2.DOOR TYPE TO BE SELECTED BY OWNER 3.INSTALL A5 PER MANU SPEC.'S W x (2) KING STUD (2) KING SND NEW 4"x3" ALUM. NEW 4"x3" ALUM. 2'-8y2" 2'-`jy2"— -2'-`�2"�`-2'-`j�2" -2'-`j�2" -2' 8y2" DOWNSPOUT(TYP) DOWNSPOUT (TYP) = J O STAIR 8 RAILING NOTE: _ I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI � J E MIN. 9" Tr - RISERS SHALL BE CLOSEDA T. O L —EPS Al m 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; Oi D� A A O Q 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT rn Q 4 5 4 5 QI m 4 5 TO ALLOW PA55A6E OF A 4" 4) SPHERE 5. 6RIPPA5LE RAIL AS PER CODE x �✓ z ry ►� x NEW 2"x10" R.R. NEW 2"x10" R.R. SMOKE DETECTOR / CO DETECTOR NOTES: A O A 6 m N O X I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ___.--- _----- _ _.-----'-------....-_-_--- _-._ _-.-. _-_...-__.__..__ A-600 A-600 _-...................... _. _........... A-600 A-600 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW LIVING W/ 10 YEAR BATTERY LIFE r N ROOM _ _ _ d 2.INSTALL ALL AS PER MANU. SPEG.'s w z r- — — — � VELUX OLD E5,KYLIC-HT UX O 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR "` tt Q I SKYLIGHT I I SKYLIGHT I = _ SKYLIGHT p IN COMPLIANCE WITH LOCAL CODE — 6x3 ALUM. — „ R 6"x3" ALUM. IL _..� L..—..—..— J `> R.O. 21"x45 dJ x45 2 GUTTER (T1'P) X} GUTTER (Tyr) OWINDOW NOTE: p l I. ALL NEW WINDOWS d DOORS SHALL BE N NEW 2"x10" R.R. NEW 2"xl0" R.R. r ar t�O ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, A Q O.GS pz tt m W OR GLIDING (AS NOTED); INSTALL AS PER MANU. z z zry _ SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #c{ IN I= x lz NEW HIGH PO NT HIGH POINT GLASS WINDOWS AND DOORS ON PAGE A-100 x CATHEDRAL CEILING INS LANDING O I NEW 2"x10" R.R. NEW 2"x10" R.R. 2.IF CASEMENT WINDOWS - ALL G5MNT WNDW5 ry 4 5 j $ STEPS �' ® I6" O.G. ® I6" O.G. SHALL HAVE 5TRAI6HT ARM HINGE WHEN m ry POST TO Q 5.IF DOUBLE HUN& - ALL DBL. HUNG WNDW5 TO BE RIDGE ABOVE TILT WASH N 2'-8" 10'-3" 2'-8" 4'-0" 4.ALL 6LAZIN6 WITHIN I8" OF FF TO BE TEMP. 6L. _ _ a' NEW(2) 1.75"x1125" 6.P. 2.0E LVL HDR _ P05T FROM WINDOW/DOOR FRAMING: i4 HEADER BELOW O5 SEE PAGE A-200 FOR FRAMING (2) POST TO (2) P05T TO ELEMENTS AROUND DOORS AND HDR HDR WINDOWS (TYP. FOR ALL) U.O.N. ?� 6 NEW GAS FIREPLACE:O EXIST. EXIST. DN I. PROVIDE DIRECT VENT 6A5 FIREPLACE INSERT BY KINSMAN MODEL IDV55 (OR EQUAL) BEDROOM I 2. 23,250 BTU OUTPUT NATURAL &A5 3. MIN. INSTALLATION SIZE 26.26"Wx14.575"Dx21.5'15"H 4. INSTALL A5 PER MANU. SPECS �3 EXIST. ® EXISTIN6 KITCHEN EXI5TIN6 SM/GO lEnl O O • EXIST. O BATHROOM I 3 EXIST. UP w V EXISTING EXISTIN6 a D EXIST. DINING EXIST. LIVING ROOM ROOM D ARC EX , < � . 3 yQQ' OF N� PROJECT: EXIST. UP MARTINEZ FIRST FLOOR PLAN GOOF FRAMINO FLAN RESIDENCE SCALE: 1/4" = P—O" SCALE: 1/4" = P—O" 220 OAK STREET GREENPORT, N.Y. 11944 DRAWING TITLE: FIRST FLOOR PLAN ROOF PLAN INSULATION I$ FENESTRATION REOU I REMENTS COMPONENT i�ROPERTIES NYSEGG 2015 7ABLE GOMFLIES PAGE: 8402.1.2 EXTERIOR WOOD R-21 CONTINUOUS 1MIN. R-20 W/ R-5 CONT. AS PER A-500 FRAME WALL R-VALUE INSULATION W/ I" RIGID 'TABLE 402.1.2 OF NY5 ENERGY YES BOARD ® EXTERIOR 60DE - CLIMATE ZONE 4 ROOF R-VALUE PROVIDE SPRAY FOAM OF NN. RYS ENERGY COME --4,51 AS PER 402.1.2 YES DATE: 08/29/18 6 OF 8 WITH R-6.5 PER INCH ,CLIMATE ZONE 4 NY5EGG 402.1.5 AND TABLES U-VALUE= 0.250 402.1.1 AND 402.1.2 WINDOW U-FACTOR AIR LEAKAGE 0.50 MAXIMUM U-FACTOR=0.55 YES CFM/5F MAXIMUM AIR LEAKAGE= 0.50 CFM/5F 4"X4" P.T. P05T MIN. 4" BETWEEN EDOE5 OF 1-1/2" 5GUARE BALUSTER (STYLE TO SELECT) LLxa 51MP50N H2.5A RAFTER EXTERIOR SHEATHING AS TIE (OR EQUAL) PER SECTION NOTES 5/4"xb" P.T. Q SECTION NOTES a+ `u TYPICAL P CNG.FOOTING d WALL NEW RIDGE PER PLAN SIDING MATERIAL AS DECK BOARDS O OI CONSTRUCTION: • (2)2'xb' P.T.SILL PLATES W/COPPER TERMITE TOP OF RIDGE PER SECTION NOTES SHIELD 4 SILL SEAL --------------------- b' -► OVERSIZED WASHERS, 4 END NUT • ANCHOR BOLTS AS,PER PAGE A-200 ELEV. +14."i' I 2) I/2"� H.D. GALV. THRU BOLTS w/ • POURED GONG.FOUND.WALL AS,PER DETAIL UPON 3' TO I DLLY OVERLAP FLA5HINe I PREBORED (® EA. POST) I • P.GONG.FOOTING AS PER DETAIL UPON 5 0 • BA ASPHALTIC GONG. 5TIr, KELDAMP P OW FFIiNS T EEN�I� 12 -(�'\�� S�YGy CAP FOR J (2) I/2"4) H.D. GALV. THRU BOLTS w/ • In'EXPANSION JOINT O PERIMETER OF SLAB(WHEN T __ DRAINAGE 5/4"xb" P.T. DECKING P.T. F.J. AS OVERSIZED WASHERS 4 END NUT APPLICABLE)• MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 5 Pyp,N R.,Q p (U.O.N. ON PLAN/ PER PLAN _� PRESORED INTO BEAM, POST, DECK TIE 4 FOR HEIGHT of WALL a SLAB`WHEN APPLICABLE) BOTTOM OF FASCIA RfL PSR NEW CATHEDRAL CEILING FR p�qN "Z" FLASHING SECTION/DETAILS) n RIM BOARD ASSEMBLY (® EA. POST) NEW GRAHL FLOOR ELEV. +10.6' 6 = W O I. PROVIDE 2"(MIN)POURED GONG.AT GRADE UPON ---_-------_---- b MIL POLY VAPOR BARRIER NZT. BEAM AS, NOTED NEW HEADER ABOVE SOLID BLOCK ® 12 O.G. ALL WINDOWS 4 FFLASHING NEN ROOFING NOTE: DOORS L PER PLAN DRIP EDGE 11-- WS IMPSON DJTI4Z O I. ALL EX15TINO ROOFING,FIBER PANELS• BUILDING FELT P.T. DECK JOIST W SHALL BE REMOVED AS,NEEDED TO PROVIDE NEW (TYF) (I) P.T. 2"x TO MATCH(DEPTH OF COUNTER AS PER PLAN DECK JOIST TIE ® EA. OVERSIZED H.D.G. THRU BOLT EN �— FLASHING POST OVERSIZED WASHER 4 END NUT V Poor. Lj INTER5EGTIN6 JOISTS FASTENED w/(2) PREBORED INTO POST $ DECK V J 2.ASPHALT NEW piNe E NeLES SME TIMBERLINE' 2X6 SILL PLATE 5/8" 4' x 5" LONG HEAVY DUTY GAL. "SIMPSON" ABA44 ASPHALT ROOFING SHINGLES BT''GAF'OR EpUAL;MIN. JOIST TIE (® EA. POST) &RADE 2400,50 YR WARRANTY OVER ® WINDOWS. LAO BOLTS ® 16" O.G. INTO HUD SILL 4 METAL GALV. JOIST HANGER ® COLUMN BASE � 5.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO RIM BD.;WHEN ® FOUND. WALL FASTEN BYSIMPSON (OR EQUAL) ® 4"x4" P.T. POST 24"FROM INSIDE FACE OF STUD WALL AND AT VALLEYS GUT EXTERIOR WALL ; N OINSTALL NEW 2x6 5HOE f H/(2) 5/8'4) x 5' LONG AIPPROVED EA. JOISTOVER 4.INSTALL 15 M BUILDING FELT(U.O.N.OVER I_ 5 MASONRY ANCHORS ® 1611 O.G. GRADE b.GAP 5HI OVER HEATH<N HIP`�5(ar,AS A�'D�mS) mm�m NEW LIVING 7� 'II �. (2) 2x6 P.T. SILL PLATE OVER COPPER Z" FLASHING NEW 8" 0 BIGFOOT TUBE 7.PROVIDE RIDE VENT(AS,REOV) FIRST FLOOR ROOM E:XIST./NEW II TERMITE 5HEILD SFTB (OR EQUAL), INSTALL a.FLA5H ALL VALLEY5 FLOOR FINISHFOWND. WALL q.INSTALL DRIP EDGE AS REOV ------------- PER MANUFACTURER SPEC.'S IOJNSTALL ALL AS PER MANU.SPEG.'sELEV. +2.8' NEW F.J. PER PLAN ... ......... ... ' ^ti , ONEW R-50 BATT.INV.L..IN NEW FLOOR SYSTEM;PER ° NEW 8" 4' GONC, COLUMN 4 21.5" 4' V 2015 IRC ENERGY CODE TABLE R402.12 b 4 TY F. L E 1�C E R E3D. DET. BELL FOOTING (4,000 PSI) AVG. GRADE i. NEW BEAM AS, PER PLAN-//, LAN GRADE I e POURED MONOLITHICALLY TYPICAL EXTERIOR KA.l I CONSTRUCTION• =i1 A-600 I'-O" NEN SCALE: I" = O • SEE NEN 5101NO NOTE ELEV. +0.0' --- I O Z • UPON"TYVEK"HOUSE MAP(OR EWAU 2 CRAWL5PACE • UPON In"cox PLYWD.5FEATHIN6 m NEW BF20 BIGFOOT SYSTEMS (BLocKIN&a ALL PLYWD SEAMS) Z FOOTING FORM (OR EQUAL), INSTALL 2"x6" 5 Ib"OG. DSL.TOP PLATE G. fn PER MANUFACTURER 5PE '5 • MIN.R-21-21 FIBER&LASS INSUL.N.VB.,U.O.N. .... .•.-•. ,..'< .r. '._ :_ ,.., ..,.,,-.;_ , • 5/8"GYPSUM BD.WALL FINISH NEW 51DIN&NOTE, Ob I. ALL EXIST.SIDING 4 FOAM SHALL BE REMOVED 2.INSTALL NEW b•EXP05LRE GEMENT FIBER BOARD LAP SIDING BY'JAMES HARDIE-HARDIEPLANK' (OR M*HOUSE� SF—GTION A—A B.'TYVEIC'HOUSE WRAP(OR EQUAU 4.I'R-5 RIGID INSULATION 6.PROVIDE ALL NECN5TALL ALL AS ESSARY TRIM�GPOR PROPER SCALE: 1/4" = I'-O" INSTALLATION T.SIDING SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL 2 T F. DECK SUPPORT DET. O ROOF IN5ULATION� A-600 I. PROVIDE q5"OF SPRAY FOAM INSULATION; SPRAY FOAM INSULATION TO BE R-65'PER INCH FN- Z W O U NEW 2X6 NEW R-300 BATT SILL PLATE o INSULATION NEW P. GONG. FOUND. 5/4"xb" P.T. BETWEEN CAVITIES WALL (4,000 PSI) DECK BOARDS P.T. DECK JOISTS AS, NEW 2"X8" F.T. RIM JOIST NOTED ON PLANS NEW (2) 2"x6" P.T. SILL PLATES 11 . a 5/4"x REQ'D PON SILL SEAL UPON I i.. ° • FLED A/? HEIGHT P.T. RI5ER GRADE d IIS° COPPER TERMITE SHIELD d .. .1b • M. p —�--_ 5/4"xb" P.T. — — NEW #5 HORIZ. REBAR 12" O.G. 41 ° ° C'�' F DECK BOARDS NEW F.J. AS ° .4 �. 0- DECK BLOCKIN5 ® EA. PER PLAN I NEW 5/8" 4) HOOKED (SPACED VERT.); DRILL 4 EPDXY ° d ° • II TRIN5ER TO MATCH 51ZE z .,OF rY r ANCHOR BOLTS a 31" O.G. PIN AT LEAST 4" INTO EXIST. ° d °114. °' `r i O OF P.T. DECK JOISTS NEW P. GONG. 11 w/ 5" SQUARE WASHER FOUND. WALL USING QUIKRETE °° 11 ° " FOUND. WALL II ENDNUT z_ HIGH-STRENOTH ANCHORING d ° II °` FASTEN STRINGER <d4� EPDXY (OR EQUAL) (TYP.) __ __-_= 1 i°d a° -9j, 7 dC10� TO $LOCKING (MIN. 6 (4,000 PSI) 1E•••a GRADE _ ' °d. °° F �`� •11 OF FASTENERS) L I I N09I #5 VERTICAL °d ° • ° • . 2"x12" P.T. STRINGERS REBAR 60" O.G. 1� ( I m MIN d a <. 4" THK. x 8" WIDE x ® Ib" O.G. (MIN. 3 11. I d • a. ° °___° WIDTH OF STAIR P. IIS STRINGERS ® EA. GONG. PAD PROJECT: (10"MIN. v1 =__-—_. STAIRWAY) (2) #5 HOR. CONT. REBAR © t.j TOP AND BOTTOM OF WALL a I t• ° MARTINEZ 2"x6" P.T. BLOCK IN BETWEEN EA. NOTE: 11 ' NEW (2) # 5 HORIZ. 8 STRINGER. FASTENED TO P. GONG. ALL DECKING SHALL BE FASTENED # .II Z CONTINUOUS REBAR © TOP __ _{ T e•° PAD w/ la/64 x 5-1/2 CONCRETE w/ COATED DECKING SGREYJS BY (2) 5 HOR. GOVT. REBAR ;, 11 :Q • BOTTOM OF FOUND. WALL ' . d `' RESIDENCE SGREW5 BY "CALIBURN" (OR EQUAL) "DECK MATE" (OR EQUAL) w/ #5 STIRRUPS @ 16" O.G. 11 B ° °d° e d - MIN. (5) SCREWS PER BLOCK (q(MIN. �I• d. d O ° GRADE GRADE NEW 2" POURED3" MIN. m HORIZ. NEW #3 STIRRUPS NGONTINUOUS R CO .. SLAB 16 O.C. 220 OAK STREET c d d, It * GREENPORT N.Y. 11944 JrA d a :1t'• - EXIST. P. GONG. NEW 12"x8" DEEP ' --- ---tea — FOUND. WALL GOVT. P. GONG. Q --'� FOOTING (4,000 F51) DRAWING TITLE: 6 ML. POLY MOISTURE RETARDER—IEXIST. CONT. P. SECTIONS TY�. 1�lOOD STS I RGS ' MIN' — GONG. FOOTING I4 I I IAVEL BASE E I M1EW 12"x8" DEEP DETAILS A-600 SCALE: 3/4" = I'-O" PROV. GLEAN _ ONT. P. GONG. • FOOTING (4,000 PSI) PROVIDE 3" MIN. GONG. COMPACT FILL COVER OF ANY REBAR PAGE: PROVIDE 5" MIN. GONG. COVER OF ANY REBAR A-600 �. GRANL SPACE FOUNDATION DETAIL 5 F I NN I NO DETAIL DATE: 08/29/18 7 OF 8 A-600 SCALE: I" = I'-O" A-600 SCALE: 1" = 1'-0" o LIVING NOTE: O ROOM ALL PLUMBING b LL. FUEL OAS WORK SHALL CONFORM N6 FIREPLACE TO LOCAL IL INSERT PLUMBING CODE d EXI5TIN6 FUEL 6A5 EXI5TIN6 m PIPING PENETRATIONS: W I. PROVIDE "ABE5G0 FP200 FR EXPANDING FOAM" (OR EQUAL) 12 NEN ROOFING - AT ALL PENETRATIONS AT WALLS F- SEE NOTE ® AND FLOOR5/CEILIN6,5. U SECTION z 2.PRODUCT CONFORMS TO A5TM E w GAS SUPPLY 814, ASTM E 84, AND UL 14-711 C-) o u�W.I tL Q REGULATOR EXIST. O Q Q OA OA U 0 EXI5TIN6 cil ., TO GAS MAIN FLOOR FINISH NEW SIDING - SEE NOTE ® SECTION PROPOSED ADDITION NORTH ELEVATION (REAR) OAS RISER - SUFFLY SCALE: 1/4" = 1'-0" SCALE: NTS EXI5TIN6 EXI5TIN6 Z 21"x45 R.O. 21"x45 " R.O. w VELUX 5KYLI6HT VELUX SKYLIGHT E INSTALL PER MAN. ST POER MAN. U EXI5TIN6 INSTRUCTIONS INSTRUCTIONS EXI5TIN6 Q — - p tx C---- 10 ; EXI5TIN6 EXISTING EXI5TIN 6 NEN SIDING - SEE EXI5TIN6 5.•= "' O NOTE ® SECTION 0 FLOOR FINISH NEN SIDING - SEEOF FLOOR FINISH N�- NOTE ® SECTION :�,• 1' �• ••f -< v PROJECT: I4'-0" 1 •• MARTINEZ PROPOSED ADDITION PROPOSED ADDITION M RESIDENCE NF-5T ELEVATION (R I O HT SIDE) EAST ELLE- AT I ON (LEFT SIDE) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 220 OAK STREET GREENPORT, N.Y. 11944 DRAWING TITLE: ELEVATIONS GAS RISER DIAGRAM PAGE: A-7®® DATE: 08/29/18 80178