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HomeMy WebLinkAbout43159-Z rr� �Q�gUFFOt,�cOGy Town of Southold 7/10/2019 P.O.Box 1179 0 53095 Main Rd oy �' p� >�� Southold,New York 11971 dol � CERTIFICATE OF OCCUPANCY No: 40489 Date: 7/10/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1050 Arshamomaque Ave., Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2018 pursuant to which Building Permit No. 43159 dated 10/23/2018 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 A COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLEID FOR The certificate is issued to Crozier,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43159 06-25-2019 PLUMBERS CERTIFICATION DATED 06-25-2019 d Piecuc th e Signature o�SUFFuc��o� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43159 Date: 10/23/2018 Permission is hereby granted to: Crozier, Christopher c/o Jere Jacob 975 Inlet Ln Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1050 Arshamomaque Ave., Southold SCTM # 473889 Sec/Block/Lot# 66.-2-27 Pursuant to application dated 10/19/2018 and approved by the Building Inspector. To expire on 4/23/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $225.60 CO -ADDITION TO DWELLING $50.00 Total: $275.60 Buil g spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. October 19, 2018 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 1050 Arshamomaque Ave Southold House No. Street Hamlet Owner or Owners of Property: Christopher T Crozier Suffolk County Tax Map No 1000, Section 66. Block 02 Lot 27 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ AA&ad Applicant Signature ly Ap� SO��y®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 ® o roger.riche rtAtown.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Crozier Address: 1050 Arshamomaque Rd City: Southold St: New York Zip: 11971 Building Permit#. 43159 Section: 66 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: Kitchen renovation, range hood, 2-radiant floor areas, 2-recessed lights in porch steps, 1-GFCI circuit breaker Notes: Inspector Signature: Date: June 25 2019 81-Cert Electrical Compliance Form.xls va 0 Town Hall Annex Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O. Box 1179 V7 • Southold,New York 11971-0959 r- Ow oom, j DIF) BUILDING DEPARTMENT JUN 2 6 2019 TOWN OF SOUTHOLD Tju��Dmc-Drun,, TOWN OF CERTIFICATION Date: (0 -26- /1 Building Permit No. q3j5q Owner: Crazier (Please print) Plumber: Braid e&UCA - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) : S Sworn to before me this to day of r)C_, 20-- Notary 0-- Notary Public, 51#--ok-County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,iiSX SOF SOUI,y } TOWN OF SOUTHOLD BUILDING DEPT. courm,�F'' 765-1802 Z 1NSPECTION DATION 1ST [ ] ROUGH 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 REMARKS: 4 •�vio. o 0 P� DATE dOLe2 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. VUNDATION 2ND [ ] INSULATION AMIN- /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A nvaDATE INSPECTOR Of SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION /f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [\] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i� OF SOOT # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] tLATION GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] TRICAL (FINAL) [ ] CODE VIOLATION [ EL CAULKING REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DkTE COMMENT FOUNDATION(1ST) -------------------------------------- FOUNDATION (2ND) ' ROUGH FRAMING& y PLUMBING INSULATION PER N.Y-. H STATE ENERGY CODE ov1 V - 1411 A FINAL M SM 1 ADDITIONAL COMMENTS G. Z c � d r� b H TOWN OF'SOUTHOLD :', : _ k= BUILDINGPERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT _+ . ,•-: ;_ - . Do•you have or need the following;before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans ` TEL: 765-1802 Z Sure !PERMIT NO. v ­_Check' •Check' - s Septic Form , - N.Y.S.D.E.C. Trustees Examined b 20 Q� D Contact: - - Approved' ,:, 20 Mail to: Meryl Kramer Architect, Disapproved a/c 9 201 PO Box 1600,Southold,,NY 11971 j f y QCT Phone: 631477 8736 V 14,® APPLICATION FOR BUILDING PERMIT _ `Date _ October119� ,' 26' 18 -INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS BEREBY-MADE to the Building Department for the issuance of a Building-Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The - applicant agrees to comply with all applicable laws,ordinances,,building code,housing node,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. " 4 tA .99 (Signature o pli , or name,if a corporation) AA IL40b 144 ', 7 ) , , t (Mailing address of applicant)' State whether applicant is,owner,'lessee, agent, architect;engineer, general contractor, electrician,plumber,or builder Arch itect Name of owner of premises Christopher T. Crozier ,(as on the tax roll or latest deed) ; If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License+No: y t, Plumbers License No. •, Electricians License No. Other Trade's License No. = 1. Location of land on wh_ich proposed work will be-done: 1050 Arshamomaque Ave Southold House Number Street Hamlet County Tax Map No. 1000 Section 66• Block 02 Lot; 7o Subdivision Filed Map No. (N -•�t�•..�S it_'";`7 i6C3 r!r tt�!-1FSr,L" 4 (Name) -- c,U:TVA I!, ',Mcl'ti':7 0101c123lNi:diU. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work -- ; (Description) 4. Estimated Cost $60,000 rz;:to be„ aid on filing this application) '�, � - ' -( ,p g 1, ttl all flors 5. If dwelling,number of dwelling units 1 .,' Number of dwelling'umtsdon each floor If garage, number of cars N/A f 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 46.0'•4;F `_Rear 40.8' Depth 34.5' Height 28.4' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 46.0' Rear 46.0' Depth 34.5' Height 28.4' Number of Stories 2 8. Dimensions of entire new construction: Front NSA Rear Depth Height Number of Stories 9. Size of lot: Front 117.75' Rear 116.00' Depth 102.79' (N) & 82.59'(S) 10. Date of Purchase 1/10/2018 Name of Former Owner Lista M. Cannon 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded NO Will excess fill be removed from premises: YES NO' 14.Names of Owner of premises Christopher T.Crozier AddreSS975 Inlet Dr,Greenport,NY 11944Phone No. 631765-5054 Name of Architect Meryl Kramer Addres§'0 Box 1600,Southold,NY 11971Phone No 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O&A Ru :ffi M��Gc,� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Acv iq$ J (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this 19-t± day of 20J_V Notary Public Signature of Applica TRACEY L. DWYER NOTARY PUBLIC,STATE OF,NEW YORK NO.01 DW6306900' QUALIFIED IN SUFFOLK COUNTY uOMMISSION EXPIRES JUNE 30,2PAD\ �gUFfaLKC BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 5 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rich ertCa).town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VE:IT1+ Date: Company Name: i &Lsl Cledr C Inc, Name: ICco TI+ License No.: 910 0111 - Mr email: Address: e0 Sour c. Phone No.: (631 - 7& :-111,2Y JOB SITE INFORMATION: (All Information Required) Name: 2 e en, Address: ®S® SN o eue ® SOUVI-b ./-) Cross Street:, Phone No.: Bldg.Permit#: 31 °) email: Tax Map District: 1000 Section: Block: Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) W6 5zQ Circle All That Apply: Is job ready for inspection?: YESINO Rough In Final Do you need a Temp Certificate?: YE Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Pte, �® riRequest for Inspection FormAs Town Hall Annex �® G� Telephone(631)765-1802 54375 Main Road .fit Fax(631)765-9502 P.O. Box 1179 - , Southold, NY 11971-0959 .`- ® ; BUILDING-DEPARTMENT- NOTICE-OF__UTILIZATION.OF--TRUSS TYPEZONSTRUCTIOU.ME-ENGIN EERED'? WOOD-CONSTRUCTIOWANDIDR-TIMBER`CONSTRUCTION,-- -- Date:; October 19 , 2018 Owner: -_ __ -Christopher-T.--Crozier -- Location of Property: -.-1050 Arshamomague Ave. Southold.- NY.11971 _ _ _- Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature:. - -- - - - -- - - - Name (person submitting this form): - = Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 , - � r ii I 1/211 - STROKE, The construction type designation shall be ccPY� 661'17% cc,lrh°, cclV7°or to indicate the construction classification of the structure under •DESt ATT,-r:O:,�l,, STRUCTURAL section 602 of the BCNYS T=- C•OMPONE�N tS THATARE OF TRUSS: TYPE.;. CONSTRUCTION, "Fly FLOOR FRAMING,`INCLUDING _ t GIRDERS AND BEAMS, j ROOF FRAMING t }' FR".,FLOOR AND ROOF FRAMING MNOARDSAN CODES -,- - - -- - - - -- -- __ l Pontino, Susan From: meryl kramer <meryl@mkarchitect.com> Sent: Wednesday,July 10, 2019 1:18 PM 'To: Rachel Terry, Pontino, Susan Cc: Meryl Kramer Subject: Re: Crozier C of O Rachel, By way of email, I am giving Sue, at the building department, my approval for you to pick up the CO for the Crozier property when it is ready. Please reach out if you need anything else. Meryl On Jul 10, 2019, at 11:47 AM, Rachel Terry<rachel ,nfwoodworks.com>wrote: Good Morning Meryl and Chris, Hope you are both well! I was just in touch with Sue at the building department and the C of O for Crozier should be ready today or tomorrow. Can you please give email approval to Sue whom I cc'ed in this email for me to pick up when ready? Thanks! Rachel Rachel Terry Office Manager North Fork Woodworks, Inc. PO Box 1407 Southold NY 11971 Tel: 631.298.7900 Fax: 631.298.7899 rachel @ nfwoodworks.com i d a d O� Issue Date: Set: 8/15/18 Schematic Design 8/22/18 Site Plan J 10/10/18 Permit/PricingLOT COVERAGE AMW jr--7- 0 LOT SIZE 10,752 sf N7 0j 4,4i, j ""`�,•.,,,,, ALLOWABLE 20% (10,752*•2) 2154 EXISTING } J DWELLING 1,540 sf SHED 44 sf ( ( PROPOSED # PORCH 65 sf TOTAL PROP 1,649 sf 1 TOTAL LOT CVG 15.3% X1." APPROVED AS NO ED DATE: 3 � �; B.P.# � t �� FEE: BY: NOTIFY BUILDING DEPA NT AT I 765-1802 8 AM TO 4 PM FOR THE r 1� 1 ��� � FOLLOWING INSPECTIONS:1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE Drawing Legend: 0,�r� 11� �,,��^^� � � � 2. ROUGH - FRAMING & PLUMBING 18.lC.� ! ... / - - - - - 3. INSULATION r_ Wall To Be Removed CS 4. FINAL - CONSTRUCTION MUST Wall To Remain ��'``✓✓ BE COMPLETE FOR C.O. r New Wall ALL CONSTRUCTION SHALL MEET THE New Foundation Wall REQUIREMENTS OF THE CODES OF NEW _______ Lines Above YORK STATE, NOT RESPONSIBLE FOR 1 DESIGN OR CONSTRUCTION ERRORS. ------------ Lines Below ! ------- — Guidelines — — — —- Fence Q p., 101 Door Tag LotCOMPLY WITH ALL CODES OF l Window Tag NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF / ��-x Section X, CA Sheet A-XXX vvl lulu I rvw ' Detail Tag EXISTING WOOD DECK d briak Nolk �- I AND WALK TO BE 4 x REMOVED X1- Elevation Tag R,,,, � x OCCUPANCY OR x Axxx x Interior Elevation Tag x � f "ii►► I1 �o Q USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ( M E R Y L K R A M E R�('�' � A TRUSS PLACP.RDiN r�� REQUIRED a r c h i t o c t "'17 C{y "S ••., 0260 HORTONS LANE POST OFFICE BOX 1600 O @ ELECTRICAL 0 N C: g INSPECTION REQUIRED S O U T H O L D, NY 1 1 9 7 1 �J 6 3 1 - 4 7 7 - 8 7 3 6 � t �t. 8A m k a r c h i t e c t c o m o brtek ribbon drive 01)hAll exterior lighting `�. ' 1 installed, replaced or 5horler t - 0 1 repaired shall conform RETAIN STORM WATER RUNOFF • to Chapter 172 PURSUANT TO CHAPTER Croner � frAh�e Shed i of the Town Code TER 2„G 4� shed o b'S V. 4{e OF THE TOWN CODE. • °��' Residence 0 '.."'...`0-0-0-0-0— 1050 Arshamomaque Road �r� I,�j'�j11, 1 Southold NY 11971 VAdrot SCTM# 1000-66-2-27 +� PROPERTY 1050 ARSHAMOMAQUE RD. ADDRESS SOUTHOLD NY 11971 ZONING R40 I BUILDING HEIGHT UNCHANGED 1 Site Plan SITE PLAN INFORMATION BASED, ON SURVEY DATED AUGUST 16, 2018 ENERGY CODE NOT APPLICABLE Site Pian BY JOHN C. EHLERS LAND SURVEYOR, NYS LICENCE #50202 Sheet List SCALE: As Noted A-001 Site Plan A-002 Code Sheet A-101 I Foundation&First Floor Plans A-102 ISecond Floor&Roof Plan A-200 I Elevations A-001 A-300 BuildingSection E-100 Electrical Plan © 2018 Meryl Kramer Architect All Rights Reserved GENERAL NOTES FOUNDATION NOTES: Issue Date: Set THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE 10/10/18 Permit/Pricing 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM GIRDER AS SPECIFIED BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-ALL REBAR ASTM A-615 GRADE 60. BLOCKING PER ULTIMATEICE SHIELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOIST AS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW MANUFACTURES SPEC. THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist Hanger LIGHT WOOD-FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, Not To Scale CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE AND DECKS ETC. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. 4. DO NOT SCALE DRAWINGS. PLYWOOD OPENINGS 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING RAFTER PROTECTION;THICKNESS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY E DEPENDS ON WINDOW OPENING - DESIGN CONSULTANTS OR RECORD ARCHITECT OF LESS THAN 2 TONS PER SQUARE FOOT. (1)SIMPSON H2A STRAP PER WIDTH(I) -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, ,,., 7 �=`�'R •, RAFTER w/(12)8d COMMON NAILS . 1 _ SUPERVISION,OR ADMINISTRATION OF THIS 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. r', �'`j. _ J CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL WALL PLATES ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE • • • •, 0 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. � �. -• I RESPONSIBILITY OF THE CONTRACTOR. a F, STUD WALL l` NOTE: IN LIEU OF SCREWS,LUGS r { (1)CS18 METAL WITH NUTS AND WASHERS MAY 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. STRAP PER STUD w/ BE USED FACILITATE CONSTRUCTION AND SHALL NOT BE " ^ _` . ,•, r a- (1)CS 18 METAL STRAP PER ; (9)8D COMMON 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE Rafter/Plate/Stud Connection STUD w/(9)8D COMMON e NAILS PER END CONSTRUED AS A CONTRACT BETWEEN BUILDER AND MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. 2 NAILS PER 12"END LENGTH a SEE OWNER. Not To Scale DETAIL 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 r s _ ,• A 7. THIS STRUCTURE HAS BEEN DESIGNED IN REBAR DOWELS. °. ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SUGGESTED UNDERPINNING PROCEDURES: ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. w/0.229"x3"x3" WALL STUD BEARING PLATES, FRAMING 9. DIMENSIONS,ELEVATIONS, MEMBER SIZES,AND B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. (Typ,) DETAILS OF EXISTING STRUCTURE SHOWN IN THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. 3"No.8 SCREWS 12 O.C. DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA Drawing Legend: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. r_____; Wall To Be Removed CONC.WALL �- WASHER(TYP.) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. E)INSTALL A KEY WAY Wall To Remain FLOOR JOIST' DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN BETWEEN SECTIONS.ALLOW 7 DAYS CURING. New Wall 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. i New Foundation Wall GLASS OR CONSTRUCTION. ---___- Lines Above ANCHOR BOLT G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE(MOVEMENT 4'0.C.(TYPICAL) 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ------------ Lines Below WALL STUD II o 12"FROM CORNERS First Floor & Sill Anchors BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND - - - - $ PLASTIC-COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. - Guidelines w/0.229"x3"x3" Not To Scale PERMANENT WOOD SCREW IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 13 DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR (1)CS 18 METAL L' BEARING PLATES, THREE FEET FROM NEW WALL. - - - - Fence STRAP PER STUD ; ANCHORS DESIGN AND PROVIDE ALL REQUIRED SHORING AND (TYP.) Gvss w/(9)8D COMMON BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN 101 Door Tag NAILS PER END 1/2"PLYWOOD THE STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE AND FOR FRAMING CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED FRAMING NOTES' 101 Window Tag DESIGN LOADS. 3 Stud Straps @ Second Floor Box 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO x Not To Scale THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Axxx Section X, Header & Post Tie Downs SHALL APPLY TO ALL SITUATIONS OCCURRING THOSE THE Sheet A-XXX 7 Not To Scale i-WASHER(TYP.) PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING 21/2" - 4 , TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF x Detail Tag MIN. Nail Sizes THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: zx L Joint Description (common nails U.O.N.) Nail Spacing 3"No.8 SCREWS 12"O.C. WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV=180 PSI PLYWOOD OPENINGS PROTECTION TO FC PERP=625 PSI Axxx Elevation Tag - Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI BEAM (2) 1/2"DIA. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE x THROUGH-BiOLTS Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap ALTERNATE TO 120 MPH CERTIFIED WINDOW ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI x O x Interior Elevation Tag 4 w/WASHERS Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION• PLYWOOD PANEL WINDOW AND WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI I 4' 4' Blocking to Rafter(Toe-nailed) 2-8d each end i � CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI x DECK POST - 5 1/2 Rim Board to Rafter(End-nailed) 2-16d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS E=2,000,000 PSI MIN. TYP• TYP- WALL FRAMING 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot FB=2,800 PSI FV=290 PSI 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side FC PERP=740 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. E=2,100,000 PSI Header to Header(Face-nailed) 16d 16"o.c.along edges -POST BASE 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FB=3,000 PSI FV=300 PSI 2-16d per 2x6 stud .�� FC PERP=850 PSI h.. 2-16d per 2x8 stud E=2,100,000 PSI M E R Y L K R A M E R ° 1,2 a r c h i t o c t 2 1 2 2 1 2 Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. ° (Face-nailed) 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTIED IN Joist to Sill,Top Plate or Girder(Toe-nailed) FLOOR FRAMING 4-8d per joist ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2 6 0 HORTONS LANE 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED Deck Beam Post Bridging to Joist(Toe-nailed) 2-8d each end POST OFFICE BOX 1600 4 Blocking to Joist Toe nailed) 2 8d each end CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL Not To Scale g 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe nailed) 3 16d each block CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T H O L D, N Y 1 1 9 7 1 Ledger Strip to Beam(Face-nailed) 3-16d each joist 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 6 3 1 - 4 7 7 - 8 7 3 6 Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. Gable Roof Plan:7 to 45 degrees Band Joist to Joist End-nailed 3-16d m k a r c h i t e c t c o m ( ) perjoist FIELD). CS1�8 METAL STRAPS 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot w/(0)8D COMMON 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT NAILS PER 12"END �P' ROOF SHEATHING SPACING INDICATED,EXPOSURE DURABILITY(,TWO SPAN MINIUMUM. LENGTH Structural Panels 8d SEE NAILING SCHEDULE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED E XPOSURE 1 PLYWOOD AND SHALL BE NAILED(PER DETAIL RAFTER 3 2 2 3 10) BLOCKING Diagonal Board Sheathing 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 1"x 6"or 1"x 8" 2-8d per support RIDGE BEAM 1"x 10"or wider 3-8d per support 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. Crozier CEILING SHEATHING 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Residence 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field T14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 1050 Arshamomaque Road 5 Rafter Straps 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Southold NY 11971 Not To Scale WALLSHEATHING Structural Panels 8d (see detail 10/AO02) 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. WOOD BEAM Fiberboard Panels 7 16" 6d 3"edge/6"field 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. / 25/32" 8d 3"edge/6"field 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS 3 2 2 3 �r e STEEL PLATE Gypsum Wallboard 5d 7"edge/10"field INCLUDING SOLID BLOCKING IN FLOOR SPACES. Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE,. STEEL COLUMN Particleboard Panels 8d (see table 3.9) 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED Code Sheet ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support FASTENER. Zone 1 Zone 2 Zone 3FLOOR SHEA ING -- STEEL Structural Panels FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 STEEL COLUMN greater than 1" 10d 6"edge/6"field 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. I I STEEL PLATE EDGE6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing ..• I I; . 1"x 6"or 1"x 8" 2-8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. i I' 1"x 10"or wider 3-8d per support I < FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING _ 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE l CONCRETE PIER a a ;; SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. PLANS. SCALE:As Noted 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed d 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN A a•a'• d be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. J6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 6 Porch Beam/Column Anchor Simplified Roof Sheathing NailingSchedule 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-002 Not To Scale g p g Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/15/18 Schematic Design 9/14/18 Progress Set 10/16/18 Permit/Pricing -300 SCREENED PORCH SUPPORTING PIER NEW 6x6 P.T. POST NEW 6x6 P.T. POST WRAPPED IN 3/4"THICK CLEAR CEDAR LINE OF WOOD STEP — — — — — SET ON 10"SONOTUBE NEW WOOD STEP �S — — — NEW 3 2x10 DROP ----- awns NEW 2 P.T.2x8 /'O y,. ped o ( ) / w 3 #4 VERTICAL DOWELS GIRDER I � ..,.�,�=- . LINE OF WOOD DECK/ , FISH-GI 1 ON BIGFOOT BF24 FOOTING � w/ HUC210-2 /I 36 MIN. BELOW GRADE - i o CONCEALED p, ==NEW -� --C >... I ci FLANGE HANGER I 3 COVERED-PORCH -'--� s� _o o_ - � 1-3" w I ! C5 PTD.V-GROOVE.CLG.--- -° o x -cv N SECURED w/GER 0.22x5 T 5/4x4 IPE DECKING @1-z -� - Ua -- 3 SIMPSON SDWS SCREWS AT 16 O.C. - _ O -- - wf NEW4V' DAILALLYCOLUMNT _ Z ------------- ----------- FLASHING AS REQ. (MNx6__-? ---(2)2x10- - ------ ---zl- w I_ Z SET ON 24"x24"x10" --I--, P.C.FOOTING WITH (3)#4 EACH EXIST., Drawing Legend: EXIST. WAY,3"CLR TO BOTT OF FOOTING DOOR WINDOWS TO REMAIN l� r _ _ _ _ _ Wall To Be Removed (TYP.) __i__ LIVING ROOM VERT MIN. HDRS Wall To Remain A NOTED New Wall EXISTING 2x8 FLOOR JOISTS I EXISTING 2x8 FLOOR JOISTS ow New Foundation Wall p - Lines Above MUD ROOM � w x I I ------------ Lines Below m - - - --- Guidelines o, w - - - -- Fence O C . �! • I ' w i 101 Door Ta 1 a BATH U_ g BASEMENT I i i a BASEMENT o UJ 101 I l o Window Tag J [1 REPLACE EXIST.ADJUSTABLE- - - - - - - - x o COLUMNS W NEW 4" DIA. ' LALLY COLUMN VERIFY EX. ;I; 4_p Axxx Sheet iXXXX FOOTING SIZE AND NOTIFY 4"STEEL POST(TYP.) N0PEN OPENING TO B ARCHITECT E DETERMINED — Q_L7 Detail Tag - - - - - - - - - - - - EXISTING 2x1O FLOOR JOISTS NEW WOOD J 1 x LL: WALL PANELING Elevation Tag LINE OF WALLS ABOVE . o: J rj EW(4)2X4 POST �) m x REMOVE EXIST. LOCUST POST o' EXISTING FLOOR JOISTS ` - ' ` - ' -' TOBEREMOVED 2x10 ASSUMED Interior Elevation Ta NEW 4" DIA. LALLY COLUMN XI a -J x Axxx x g SET ON 24 x24 x10 wl L - - - - _ - - - ,n - -- x P.C.FOOTING WITH (3)#4 EACH ____, - - - - ~ ; ' W WAY,3" CLR TO BOTT OF FOOTING KITCHEN ,4 z (TYP.) o? j w --I- 3 DINING - - - - - - - - -- - - - REPLACE EXIST. 6X6 GIRDER i _ w W/CONT. (3)9.5" LVL o EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS 1 I N 2x8 ASSUMED 2x8 ASSUMED o A-300 PLACE PT 2X BLOCKING EXISTING EXISTING -� 1 0 ;lye. - - - - 1 �a, AROUND NEW LVL BEAM IN 8" BRICK FND.WALL 8"CMU FND.WALL A300 _ _ _ _ _ _ _ _ BEAM POCKET- o00 EXIST]NG WALL w -RELOCATED- ELOCATED TO BE REMOVED Z M E R Y L K R A M E R BOTH SIDES -RWINDOW E111WINDOW RELOCATE DOOR a r c h i t e c t (2) 2x6 (2)2X (2) X8 — — — — -F — — — — a EXISTING ROOF RAFT... EXISTING ROOF RAFT. 2 60 H O RTO N 5 LA N E EXIST. R.R 2x10 ASSUMED 2x10 ASSUMED / POST OFFICE BOX 1600 cn 2x10 ASSUMED a w NEW(4)2X4 POST SOUTHOLD, NY 1 197 1 LU 6 3 1 - 4 7 7 - 8 7 3 6 o� CRAWL SPACE s o U) SITTING m k a r c h i t e c t . c o m o �� C- Q SCREEN PORCH (V k/ kyr O Z_ X H Z / (V f— U) N / W W Crozier - - ----------- ------------ Residence --- - - - - 1050 Arshamomaque Road --- ---- --- --- -- -- - -- Southold NY 11971 Foundation Plan First Floor Plan 0 Scale: 1/4" = 1'-0" 1 Scale: 1/4" = 1'-0" Foundation & First Floor Plans SCALE:As Noted A- 1 01 © 2018 Meryl Kramer Architect All Rights Reserved ------------ Issue Date: Set: 9/14/18 Progress Set 10/10/18 Permit/Pricing NEW ROOF __-__________________ _ __ _,--'- -------------- -- k , r I r I r - - O O I F LU 1 I I � Z I ,t I II' r , I ;� -- --- - --- ------ -- - ------- I BEDROOM EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS ' M. BATH --'—j DrawingLegend: O 1 , Ili 1 Wall To Be Removed , - 1 O O' , r 0 1 , Wall To Remain ''I U- , j I C9 1 New Wall 1 ' 'I - - - rZ 1 New Foundation Wall Lin I r , Lines Above 1 I r I I I ---- Lines Below Guidelines I I I- 1 —••— II n Fe ce r 101 Door Tag I , I I O I I I II I I BATH - - _ I I S 101 1 I I 1 1 Win wT do a g I I I I I r STAIR HALL 1 i t zx Section X, I Sheet A-XXX I I 1 - II I I I r 1 , 1 - , I I r I I � t I I I x ., M. BEDROOM I I I 1 , I � I �--� O I ' `Cy I Detail Tag I I I — r J , • I Axxx Elevation Tag _. �ICHIMNEY-- U I I BRICK CHIMNEY !.1 LINE OF EXISTING BRICK CHIMNEY � I � I►— , TO BE REMOVED , TO BE REMOVED x J x PATCH FRAMING,SHEATHING 1 w 1 & ROOFING AS x x REQ , ,oxxx I 1 '.EXIST.'F.J.' `EXIST.Iir Interior Elevation Ta BEDROOM x BEDROOM B L --- --------- -- -=- --- -- I I I r 1 'II 1 1 r I I I 1 A 300 1 I EXISTING ' � � , II I I I A300 I I : I I II r FLAT ROOF BELOW � I - _ - - _ - - - - M E R Y L` K R A M E R I I - a r c h i t e c t , I I J- I I , li I I I j s I I ^ I I I I 1 i I I 2 6 0 N O R T O N S LAN E I I I I I I I POST OFFICE B I I OX 1600 SOUTHOLD, NY 1 1971 I II I! 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J:. �_=7-:..Z-"I - Z r '_ A A. `_: Z A - -.`�.- z_ T 1, J Z_ Lam_ r I_ J _I-� _ I ` _ 1, 7 _ Lr _ \ 7 C_J _ ---—— *:__._- I.- \,. .�_ -L T r - i z �___z \ z x 1_ J. A-T: 1= a T J:`\r T_,- 7=.:5_ \_r _ \- "I.1\\ _f�_ =I=\�`J_'t-7_"`-T�_' -J -- =T L 1. _ J �- _ 1 J 1t -r-t I ,__i_ L; \ EXISTING DWELLING Issue Date: Set: 9/14/18 Progress Set 10/10/18 Permit/Pricing ! ! I I FLASH JOINT AS REQ. ! ARCHITECTURAL GRADE ASPHALT SHINGLES i 12 TO MATCH EXISTING \ ! ! 6 ICE&WATER SHEILD Drawing Legend: ! ! `� SF�Iis 5/8"APA RATED PLYWOOD SHEATHING T�NG,� __ Wall To Be Removed ROOF Wall To Remain 1'-2"SOFFIT ��O�F \9.�j \� \ New Wall ATTIC \'�' \ New Foundation Wall TO MATCH EXISTING ——————— Lines Above / ------------ Lines Below ! --- - - - - - - - - - - - \, ---•—•— — Guidelines ! NEW CEILING JOISTS / — — Fence 101 SEE PLAN FOR SIZE % EXISTING CEILING JOISTS Door Tag ! ! K-STYLE GUTTER I101 Window Tag rCOMPOSITE 1x6 V-GROOVE CEILING TO MATCH EXISTING ! PAINTED WHITE 1x COMPOSITE FASCIA x 1 I TO MATCH EXISTING Section X, 11 1, Sheet A-XXX COMPOSITE FREEZE BOARD ' PROVIDE 1/2"VENT x w/ INSECT SCREEN � -- Detail Tag TO MATCH EXISTING ' ' `�=�' L_ ! " " PAINT RAFTER TAILS BLACK BEDROOM BEDROOM 1' 'I PRIOR TO SOFFIT INSTALLATION II 11 x 1 ,, Elevation Tag I I " 1x COMPOSITE SOFFIT TO MATCH EXISTING x DROP GIRDER F x ^xxx x Interior Elevation Tag SEE PLAN FOR SIZE ERS x�sT/iy x o�F�P� G RooF —1x COMPOSITE TRIMNGS Rq'cT PAINTED WHITE EXISTING FLOOR JOISTS 2x8 ASSUMED I EXISTING FLOOR JOISTS 2x8 ASSUMED :. O X ' i ii LINE OF POST BEHIND Z II II 1 ! LL NEW DROP GIRDER rA�o ' SEE PLAN FOR SIZE O M E R Y L K R A M E R ~ I ' II a r c h i t e t t II II U_ KITCHEN BREAKFAST ROOM DINING C0 II II 1' '1 2 6 0 H ORTONS LANE I ' '1 POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 ' m k a r c h i t e c t . c c, m 1 EXISTING 2x8 FLOOR JOISTS EXISTING 2x8 FLOOR JOISTS EXISTING 2x10 FLOOR JOISTS I, ,I ,1 I , I I 1, , I 11 I 1x COMPOSITE RISERS _-- -_-- _ - - -__- --- ! " " PAINTED WHITE NEW DROP GIRDER T.O.SUB FLOOR TO T.O. DECKING I I +/_1'_4" SEE PLAN FOR SIZE 'I Crozier - 5/44 cv NEW IPE DECKING I 1 BASEMENT BASEMENT - - Residence I I - II - ! NEW DECK JOISTS , 1050 Arshamomaque Road SEE PLAN FOR SIZE ; —+ Southold NY 11971 - _ I - _GRADE AWAY ' STONE PATIO II i 1/Oil PER I I - GRADE I I (III I 11' I i I =DROP P.T. GIRDER I I - -- I SEE PLAN FOR SIZE I I - I Ii I' I - - I b „ I 11 I I I ' I ' I t II � II : I LUS28 JOIST HANGER 1 I I I III I : ,I I „ -AT EACH DECK JOIST TYP - I I I II - � Building Section 'I I iI I i I i i I I I I II I I I I� III I Ii I I , I � I I , I I I NEW P.T. LEDGER I I I I I - ' I I I I E URED w .22x r II I S C 0 5 I II I I I I , I 11 - I - I , SIMPSON SDWS SCREWS AT 16"O.C. � (FLASHING AS REQ I I I ,_ 11 , I I I; I I I I I I 'III I i --- I ' I y I Building Section -i e - -- - ---- -- _ - -- - - - I_�- :, - Scale: 3/8" = 1'-0" SCALE:As Noted II ' I' I I - I i I I I II - I I I li I III I II I A 300 ! I _ I I - �I I , 2 Section Detail - Covered Porch Scale: 1" = T-0" © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 10/10/18 Permit/Pricing Electrical Legend Single Pole Switch td Single Pole Switch With Dimmer t3 Three Way Switch Sad Three Way Switch With Dimmer $ Door Jamb Switch p r - - � Duplex Receptacle Outlet -%�`"�✓�-z't�- K��+`"� • Quad Receptacle Outlet Duplex Recep.Switched Outlet ® Appliance Receptacle Outlet } � r� � --�'-�' i ; _ — — — — 220v 220 V Receptacle Outlet NEW . . COVERED PORCH =aGF1 GFI Duplex Receptacle Outlet =xQrw, Weatherproof Duplex Receptacle Outlet Duplex Receptacle Floor Outlet � Drawing Legend: Waterproof Ceiling Fixture _-, Wall To Be Removed LIVING ROOM TTT wP Wall To Remain Recessed Ceiling Fixture New Wall Recessed Wall Washer New Foundation Wall S Surface Mounted Ceiling Fixture ------ Lines es Above MUD ROOM Surface Mounted Box for Hanging -- Lines Below Pendant — Guidelines Wall Mounted Fixture —"—"—"—" Fence BATH 101 Door Tag 40 K%P Waterproof Wall Mounted Fixture 101 Window Tag Telephone Jack ll�__I—I Axxx � Section X, f L I vJ TV Jack-CAT6 cable Sheet XXXX TO BE DETERMINED Computer Network Jack x Detail Tag ® Thermostat Elevation Tag M ,•� COORDINATE PENDANT -� LOCATION WITH OWNER PRIOR Cable Connection x TO PLACEMENT x Axxx x GFI <C Smoke/Carbon Monoxide Detector Interior Elevation Tag NOTE: PROVIDE 2 LEGRAND �, x DQ FF FLIP-UP TABLE BOXES l (STAINLESS STEEL FINISH) DISP? " KIT ; li n Alarm Key Pad z DINING B Floor Mounted Up-Light I FI i Q Exhaust Fan 1. B ; d COORDINATE UNDERCAB I Recessed Ste Light cv p g WIRING RANSFORfl� MER LOCATIONS W/CABINETS PLUS GFI - - - - - - - - - - - - ® .. Cabinet Fixture Undercabinet Light a r c h i t e c t _ I — — — — — — — — Central Vacuum T - SP Wall Mounted Speaker / I 2 6 0 HORTONS LANE ' POST OFFICE BOX 1600 / TO EXIST. LIGHTING Ceiling Fan SOUTHOLD, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 SITTIING m k a r c h itectcom T SCREEN PORCH / Fixture Schedule: / A NOT USED „ Crozier B WAC LIGHTING 2 OCULUX DOWNLT ._ _�,- ----- ------- - � --- R2BRD-F927-WT Residence 1050 Arshamomaque Road Southold NY 11971 I i 1 First Floor Electric Plan Electrical Plan Electrical Notes: Note#1 Verify existence and functionality of existing outlets. Update as req.to meet local &state code. Note#2 Coordinate wiring for undercabinet lighting with CABINETS PLUS. Note#3 Switches to be installed @ 32"to SCALE:As Noted middle of switch a.f.f.or as noted on elevations. Note#4 Provide dimmer switch for all lighting fixtures. Location TBD in field. Note#5 Height of switches&outlets aboveO O countertops to be coordinated with E- 1 architect for tile layout © 2018 Meryl Kramer Architect All Rights Reserved