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OfFo,(, e, Town of Southold 12/20/2017 P.O.Box 1179 a w' ? 53095 Main Rd �a0�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39414 Date: 12/20/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1365 S Harbor Rd.,Southold SCTM#: 473889 See/Block/Lot: 75.4-22.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/10/2016 pursuant to which Building Permit No. 41176 dated 11/21/2016 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: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dimaggio,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41176 11-09-2017 PLUMBERS CERTIFICATION DATED 11-10-2017 y S waab ut7 ed Signature o�sa�Fnt�coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41176 Date: 11/21/2016 Permission is hereby granted to: Dimaggio, Barbara 19 Concord Rd Port Washington, NY 11050 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1365 S Harbor Rd.,Southold SCTM #473889 Sec/Block/Lot# 75.-4-22.10 Pursuant to application dated 11/10/2016 and approved by the Building Inspector., To expire on 5/23/2018. Fees: a SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $909.60 CO -ADDITION TO DWELLING $50.00 6a : $959.60 CL:- Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.100 I / Date. N b�1 • , �,� �� New Construction: Old or Pre-existing B ilding: 1/ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: [ -+- C�)i I o Suffolk County Tax Map No 1000, Section �7 Block ®� Lot _ �a Subdivision -�� NI Filed Map. 1®0ot: Permit No. y Date of Permit. Applicant: >A �L i Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5� plicant Signature rg so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road V Fax(631)765-9502 P.O.Box 1179 �, �� rocler.richert(a)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dimaggio Address: 1365 S. Harbor Road city,Southold st: New York zip: 11971 Building Permit#: 41176 Section: 75 Block: 4 Lot: 22.10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric License No: 4253-E SITE DETAILS Office Use Only Residential X Indoor X Basement 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 Recpt15 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-20A Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures �] TVSS Other Equipment: g- Lighting Fixtures, 1- Combination Smoke/ CO Detector, 2- Bath Fans, 5- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: November 9, 2017 0-Cert Electrical Compliance Form.xls X so/ Town Hall Annex Telephone(631)765-1802 54375 Main,Road Fax(631)7,6.5-9502 P.O.Box 1179 s? Southold,NY 11971-0959 s BUELDING DEPARTNMNT F71j , TOWN OF SOUTHOLD NOY 2017 J, r07 f E-R T XTI C-A T 1.-0 N Date: L 1�uilding Permit No. Owner: (Pleasepi* .,. ,,Plumber:.-", (Please print) I certify-that the solder used in the water supply system contains less an-2/10ofl% ins less an,2/1 0 of 11 lead. (Plum rs Sign- -attire) Sworn to before me this day of_ 20 LESLIE VESELY Notary Public,state of New York 6za 01VEU6, U.Iff 1 253191 olk County Term Expires December 19,20 Notary Public, SkA PPb K County 1�� OF SO(/T�o! � o H O i cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ],,,,FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATIO [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: -l' srimow DATE INSPECTOR OF SO//Tyo h� l0 y 0 poly Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLEIG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) & REMARKS: t w Gc Q r-e, mv,14n og. (TY Rjm�oirAP(elvut v INN U. f ate w DATE v? Y INSPECTOR Y4A y�o��OF SOUlyolo C f' �y00UN�`I,N� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST , [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR 4 �� OE SOU � l9 opo coUN�`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: v�Vl VI DATE � INSPECTOR `� Y BOE s0 �o� olo Aw- o���OUNi`I 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: ��� 1 I� xam�r n WWW( � 4 ID • �o✓ r� '�ti✓ Q DATE lorl INSPECTOR Charles W. Southard Jr. Registered Architect 435 Bay Home Road Southold,New York 11971 Phone# (631) 471-5228 cwsarchitect@optonline.net January 6, 2017 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold, New York 11971' RE: Renovations to Di Maggio Residence, 1365 South Harbor Road, Southold Dear Building Official I have examined the reinforcing bars placed in the concrete footing and the foundation wall and dampproofing for compliance with the approved building plans and the New York State Residential Building Code, and find that all construction and devices have been installed correctly. If you require additional information, please contact me. Thank you, ��GISTERF� Charles W. SoutCrd . SW Registered Architect �,c 2 V Y0 D D JAN 1 8 2017 Bi1IEDING DEPT. TOWN OF SOUTHOLD • � • • COMMENTS FOUNDATION (2ND) MIA ROUGH FRAMING& PLUMBING INSULATIONPER N. r� STATE • .D - v COMMENTSADDITIONAL arm ` i. • 1 - ��� . QQ ,L� � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? T07N HP L - ' Board of Health SOUTHOLD,NY 11971 ""N 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 ""Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. �— -Trustees C.O.Application Examined 20 ® Flood Permit D —dingle&Separate ( $ -Storm-Water Assessment Form NOV 10 2016 Contact: Approved 520 Mail to: I" I lG mj_, Disapproved a/c �Q Ems• �iI LAMJ 4.,�t�Jq-MZ A1_ if 11110 WN OF SO OLD Phone:(. 1-il bkp-[;5'05' Expiration 1,2(� ui ing I ector APPLICATION FOR BUILDING _ Date o\/./ � 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code regulations,and to admit authorized inspectors on premises and in building for necessary inspections. nature of applicant or name,if a corporation) 21 0 (Malling address of applicant) State whether applicant is owner, lessee, agent archite ,engineer, general contractor, electrician,plumber or builder L n Name of owner of premises (As on the tax roll or latest deed) Ifap 'cant i ation, signat a of duly authorized officer (Name and title of corporat officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o land on which prop sed work will be done: I a2 cl svj-�4- House Number Street a-� Hamlet County Tax Map No. 1000 Section I Block 04 Lot ��® I Subdivision �,4�� add dA(1E(2&= Filed Map No.410091 Lot 2. State existing use and occupancy of premises and intended use and occupanc of proposed construction: a. Existing use and occupancy �I K�,H �� I , b. Intended use and occupancy <4-I f C4 v I/V I L., f �M&e- I2,,�rw Pkt 3. Nature of work(check which applicable):'New Building Addition v"'-- Alteration Repair Removal Demolition Other Work 4. Estimated Cost 4210,00, Fee (Description) (To be paid on filing this pplication) 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. I I l 7. Dimensions of existing structures, if any: Front ('0 r7 Rear Depth Height lb'- -1" Number of Stories Dimensions of same structure with alteratiops or additions: Front 7i(�I Rear 7i(91 Depth S,C-e Height Y j —�J n1-�n,��Number of Stories 1 (4,opi-root) 8. Dimensions of elntire new construction: Front1 Rear 911 Depth Height Number of Stories ?- 9. Size of lot:Front 2 Rear I Depth (-ed b 5-I 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated K—0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 10 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES VNO 1���+�{�lft (� I QoR-rl�aS�i�4'r��� 14.Names of Owner of a 'ses lcp Address ( lbs o N� o5oPhone No. 51(i 510(sO10 Name of Architect I Address hone No-LLb.9&/-L-c5'R.,5 Name of Contractor A.C.0ova+ILr?� Address�D ��I� hone No. �i ��F�-�12Z LAafti-(4 I L-0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) I br eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 4e"r (Contract r,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 be ' f;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ ;k da of d— ES LOUIS,N_ARUSSO iVota6-044lid State of�New,Ydrk" -NO.', A6275952 Ua!la*in Suffolk Co otary Public My C�inrnlssion'Expires Y I7 ature of and Scott A. Fussell ,��® �� STOIRMWA'7C'IEIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 ® 53095 Main Road-SOUTHOLD,NEW YORK 11971 '® r�P Town of Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑fZ"/B. Excavation or filling involving more than 200 cubic yards of material []O/ within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to [][Z / 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted �Flnstallation n FIRM Map of any watercourse. ❑ of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control-Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Oane est it Profession Agpnt,Contractor,Other) S.C.T.M. #: 1000 Date i. I� �j D6tnct /� NAME j r�i �t I I{�L!✓r��i a,_10 Ice + � f Section Block Lot � i J b"21 FOR BUILDING DEPARTMENT USE ONLY **** Contact Information u� ?etephone 1um6erl Jrl Reviewed By: Date: Property Address/Locatt n of Construction Work: — — — — — — — — — — — — — — — — .1g9( -0 � � � Approved for processing Building Permit. U�I�`+/ Stormwater Management Control Plan Not Required. 40j<00Wa F Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 f Sr�t, �o Town HaR Annex Telephone(631)765-1802 54375 Main Road y tN�%66111070516. P.O.Box 1179 erricle rW us Southold,NY 11971-0959 f. BUILDING DEPARTIIEW , TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: Date: _-442-z /( 7 Company Name: c� �ec rZ� i-4 5 c Name: License No.: -0-53 Address: 0 , Phone No.:. .s7cP - Q o 3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Jr-,Y(5 *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lo *BRIEF DESCRIPTION OF WORK 17jap.eprintcleady) O 1 \ ( ©rte (Please Circle All That Apply) *Is job ready for inspection: YgSj NO. Rough In Final *Do-you need a Temp Certificate: YES Temp Information(if.needed) . *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION B2_Regtisst for drtspectton Farm i� \Cbv J a Dean C.Di Maggio 19 Concord Road 1 9 LINC Port Washington,NY 11050 INVEENT Tel: (516)439-4749 brace the Future' Fax: (516)472-0593 Lddimaggio@lincoininvestment.com w.lincoininvestment.com 1 2 �2 a NOV B 2016 o TO of Supervising Office:218 Glenside Avenue,Wyncote,PA 19095.215-887-8111 Lincoln Investment Planning,Inc-Registered Investment Advisor-BrokerlDealer Member FINRAISIPC ADANGER Nwrdow Volhp�. VoMaj�polgrow.Gwrti WIYY tw�rr doth,��rbw Irr mwrt�,bdonn peva Yn)ury or subatr.nbrl o daAo�ubmncial�I� property d�mrpo � propfrrdad. Tum oh porv�i supDM�W tnK Descmeae N wmmnro a qupmM Oralor�wa4np muo• aun. en�ryu a esh pu�po uMet ue '.er� tgOtpr�n w YY•iar r �! v7 �o J�t - 1. 98 3 7 r OP ray s .0 tRYY�� M j i . } t � s -_ S' ` AM'i Y•.i r •Aw . y RIPIRIM mow oil AAR AMW 71 i .� ZZ, � TOWN OF SOUTHOLD PROPERTY' RECOR .jC, RD / L� OWNER STREET VILLAGE T. SUB CLOT b ACR. REMARKS TYPE OF BLD. J PROP. CLASS LAND IMP. TOTAL DATE el�kgyp- G�l� a "• i � 3f�if^ C Yt�°tt{ `YCa I��,t Iyl Wit' s, p �' 1'�ySA��') ye- �.'�. ! G /Ir- " - l C _ t. ����w .S. Y �%� Ir�c�ce�e) 975.ca ' -- Z— / f i Soo 10 �700 6 ( t- 3—L Zvr/u/a 116 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD � } WOODLAND DEPTH Cr— �- MEADOWLAND BULKHEAD HOUSE/LOT Z dd�� TOTAL s�4 �� j`'"' ,y f id ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ 17-1 Al ,, -{;tell , .s . : ■■■■■© :.�■■�■ ■�■��ir■■ ��■■■■■ � ■■■■■■■■■■■■■■■■■IEIOF��JI�■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Foundation FUL .. v s ♦i Basement RAWL .. SLAB Ext. Walls Interior Finish • Fire Place Woodstove Rooms 1st Floor Rooms 2nd Floor • � ice: 1 SCDHS Ref. •# R10-•97-0161 PLO T NUMBERS REFER TO: MAJOR SUBDIVISION PLAT, SL4NgWTO LOT 2 BAYVIEW SOUTH HARBOR FRAW PARTNERSHIP' , PHASE TWO. W01F ON N. T !3 STK i ' ;• :; . gl2l BI's v , 4 ; .} .,•tom l� ti Q :'1 X VJ s i Phi l P _ 011 4 Z4.1 rJ r M ��.. y.. � ! Y�IPd•7 rn� �"` � � N R P ItQT Mo # rn �Ts.65` arm et �� 19,22#O• W. ej �o s. MOT C Ra/A TION TRtJ.ST .� eD A CDDMMAGG10 BARB A DIMAGGIO W&ONC �� 1NTER�PU NTY ABSTR CT CORP. LA � ��� OLD TIT,,t.E URANCE COMPNY Q revision 121319 7 - prop.hse d driveway tOif SURVEY OF PROP/�EyR�fT YAC ANY AL TERA RON OR A=n0N TO TINS SURVEY IS A VIOLA TION AT BA l it E OF EP TAS 7209 of THE NEW YORK STATE EDUCATION U� TOWN OF SOUTHOLD EXCEPT A&PER SECTtflN 7809-StJBGltVISfON 2. ALL C6RT'F7Cr4 I,EREON ARE VALVA FOR TdN MAP AM COWS r cF 0&Y IF SUFFOLK C�T Y SM MAP OR COPS BEAR 7W�E'SSED SEAL OF TME SURVEYOR WHOSE SONATLIW APPEARS 1 EREOM ADGVTlOAfALL Y TO COWL Y 117TH sAx� LAW THE TERM 'AL TF1 BY' 1000 - 7'S �� Q4 'r 32.�f3 MUST BE USED BY ANY AND ALL StRVEYOW UtxOM A COPY SCALE: 1 = 40 �'r'-pro- i�A 'NOT H MAR rH ri i AIV OCT. 20, W7 1 am familiar with the STANDARDS FOR APPROVAL NOV. 24, 1997 (CERTIFICA TIONS) AND CONSTRUCTION OF SUBSURFACE SEWAGE FEB. 12, 1998 ( conc. fndtn. 1 DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES Aug. 14 1998 NW) and will abide by the condlllons set forth thereln and on the permit to construct. apt X ( septic syslem ) 'i# NSW r I, 2001 (prop. addiflon ) �o . 17 The locations of wells and cesspools 1 r7 N.Y.S. LIC. NO. 496/8 AREA = 44997 8q. ft shown hereon are from field observali s� Nle $ R YOBS, P.C. and or from data obtained from others. cy X63 X45 20 FAX (631) 765 - 1797 ELEVA TAWS ARE REFERENCED VEL ER STREET TO AN AsBta" DA nA4 OLD, N.Y. 11971 BOSWO-2 OP ID:RE CERTIFICATE OF LIABILITY INSURANCE DATE(M2/20 12/12/20 6 16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT John M Titolo,Inc NAME- John M Titolo 990 South 2nd Street,Suite 4 a/°NNo Ext 866-484-8656 AX No).631-585-3171 Ronkonkoma,NY 11779 E-MAIL John M Titolo ADDRESS'John@titoloagency.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA.King stone Insurance Co. 13668 INSURED Bosworth&Edgett Construction INSURER B.Merchants Insurance Group 12901 Corp 5035 Peconic Bay Blvd INSURER Laurel,NY 11948 INSURERD' INSURER E. INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 1�TR TYPE OF INSURANCE INSD WVD POLICY NUMBER ADDLSUBRI POLICY EFF MMIDD� LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FKOCCUR CP5008213 02/28/2016 02/28/2017 DAMA E T R NrED PREMISESEa occurrence) $ 50,000 MED EXP(Any one person) $ 1,000 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 500 000 Ea accident r B ANY AUTO CAP1062299 01/25/2016 01/26/2017 80DILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per $ AUTOS AUTOS ( ) X HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVEE L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑N!A (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more spaces required) D DEC 1 2 2016 BIDINGDEPT, TO�W1�T OF SOUTgIG CERTIFICATE HOLDER CANCELLATION SOUTH-0 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g p ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY-25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE John M Titolo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I '1 DD New York State Insurance Fund "� DEC 1 2 2016 Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 BUILDING DEPT. CERTIFICATE OF WORKERS' COMPENSATION INSUMao"SOUT"OLD 0. .r ❑� ^^^^^" 462113642 BOSWORTH&EDGETT CONSTRUCTION CORP 5035 PECONIC BAY BLVD. LAUREL NY 11948 r. 01 .,..E Scan to Validate POLICYHOLDER CERTIFICATE HOLDER BOSWORTH&EDGETT CONSTRUCTION-CORP TOWN OF SOUTHOLD BLDG 5035 PECONIC BAY BLVD DEPT LAUREL NY 11948 TOWN HALL SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12360730-2 884955 05/08/2016 TO 05/08/2017 12/12/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 2360 730-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS//WUWV.NYSIF.COM/CERT/CERTVAL.ASP THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION PRES RICH BOSWORTH VP WILLIAM EDGETT BOSWORTH&EDGETT CONSTRUCTION CORP TWO PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE , COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY NEW YORK STATE INSURANCE FUND J, DIRECTOR,I NSU RANCE FUND UNDERWRITING VALIDATION NUMBER 184343641 U-26 3 Ilk 00 anln Suffolk County Department of Labor, Licensing & '2 Beer Consumer Affairs VETERANS MEMORIAL HIGHWAY IUUI?PAUGE,NEW YORK 11788 DATE ISSUED: 5/21/2015 No. 55277-H SUFFOLK COUNTY Home Improvement Contractor License Q A Aw WILLIAM F EDGETT This is to certify that doing business as BOSWORTH&EDGETT CONSTRUCTION CORP having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME RVIPROVEMENT CONTRACTOR, in the County of Suffolk. License Category NOT VALID WITHOUT Additional Businesses Carpentry DEPARTMENTAL SEAL AND A CURRENT CONSUMERAFTAIRS ct Le ED CARD 0 Commissioner C)9 ZZ rA ............ SITE PLAN SCALE. 1 - 30 SHEET INDEX Michael Sheet No. Description Macrina C-1 Cover Sheet Architect , Site Plan ❑ P.C., A.I.A. ro ose ion Project Data a Y I G 1 . 1 General Notes { General Specifications a n enova ion El G1 .2 Energy Code Notes 91 _ _ _ 20' eldo yard setback Insulation Schedule 1 21 Main Street Nofth Air Barrier Scheduleo r Stony Brook, N.Y. 11790 1 I i I phone (631) 686-6585 1 Plumbing Riser Diagram I I I fax (631) 686-6786 emaI web MMArchitecctpctcom e.net I I A1 .1 Demo Drawings These plans are an instrument of service and are existing the exclusive property of the architect. I g I , Infringements of the concepts and design ideas pool equip. 0U a r o r o a presented on these drawings shall be prosecuted 1 to the fullest extent of the low. Copyright 2016: b I A2.1 Fo u n d at ion P I a n Michael Macrina Architect. All rights reserved, no part of the plans may be reproduced without the Existing expressed written consent of the architect. 1 I I Pool I Existing Garage ; 1 A2.2 First Floor Plan I Existing pppr Driveway I Of mote /o I G�/ k u coti; Ip oposed existing I 1 A2.3 First Floor ect�ic s�er�rou I in ow existing landing I , O vice well landing exising Structural Plan lanc g - VF PLACARD CODE DATA BUILDING DATA I I I� I addition I Two-StExistinory ;� A2.4 Second Floor Plan/ 2015 INTERNATIONAL RESIDENTIAL CODE to addition NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, � I Proposed Residence Roof Framing Plan FLOOR AREA BREAKDOWN n I I One-Story I PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER Addition 1 i CONSTRUCTION IN RESIDENTIAL STRUCTURES NYS 2016 UNIFORM CODE SUPPLEMENT Floor Level Existing Proposed Total L mm \o I (In accordance with Title 19 NYCRR PART 1265) `V e��ce I existing I A4.1 Front Elevation NYS 2016 ENERGY CODE SUPPLEMENT m Cellar Level (finished) Q I landing i existin TO: Town of Southold I 1 of e� I g I covered I Left Elevation TOWN OF SOUTHOLD C First Floor Level ±1,545 sf 828 sf ±2,373 sf Date existing CD porch OWNER OF PROPERTY: Dean and Barbara DiMaggio rn j Y I a/c unit I 1 Exterior Specifications c Second Floor Level ±980 sf ±980 sf 9/12/16 Existing Conditions 41 relocated I I SUBJECT PROPERTY(ADDRESSAND TAX MAP NUMBER): USE: Single Family Detached Residential J 9 I y Attic Floor Level 9/20/16 Preliminary Review 1 u proposed 1x65 South Harbor Road Southold, NY Construction: Wood Frame (un-sprinklered) t13 O ( n a/c unit 9 SCTM#1000-75-04-22.10 0 9/27/16 Preliminary Review '0 I for addition A4.2 Rear Elevation ,` FTotal ±2,525 sf 828 sf ±3,353 sf (� L e I ENERGY CODE COMPLIANCE METHOD Q 10/6/16 Preliminary Review T i i° 1 PLEASE TAKE NOTICE THAT THIE(CHECK ALL THAT APPLY): 0 Covered Porch ±246 sf ±246 sf IL 10/6/16 Preliminary Review-Revised u ❑ New Residential Structure These plans have been prepared as per section o I IL A5. 1 Building Sections ❑ Addition to Existing Residential Structure N1108.1 .1- Prescriptive compliance IL 11/9/16 Issued for Construction c i of I 1 Interior Elevations ❑ Rehabilitation to Existing Residential Structure Additions shall comply with sections N1108.1.1.1 through N1108.1.1.4 o Building Envelope(N1108.1.1.1) r 1 I j o I TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT New building envelope assemblies that are part of the addition shall comply with Sections s 0 I ) PROPERTY REFERENCE WILL UTILIZE c g 1 ' A6.1 Strapping Details N1102.1, N1102.2, N1102.3.1 through N1102.3.5,and N1102.4. No, Date Description (check each applicable line):" r � Heating and Cooling Systems(N1108.1.1.2) 0 I Nailing Schedule ❑ Truss Type Construction(TT) New heating,cooling and duct systems that are part of the addition shall comply with T Project I I ❑ Pre-Engineered Wood Construction(PW) sections N1103.1, N1103.2, N1103.3, N1103.5,and N1103.6. 1 I I Framing Details ❑ Timber Construction(TC) . Service hot water systems(N1108.1.1.3) Proposed - 1 New service hot water systems that are part of the addition shall comply with �- - - -- - - - Utility Protection Detail IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): Section N1103.4. Addition and 15' Ido yard setback Lighting(N1108.1.1.4) 1 ❑ Floor Framing, Including Girders and Beams(F) New lighting systems that are part of the addition shall comply with Section N1104.1. Renovation ❑ Roof Framing(R) -- --- -- E1 . 1 First Floor Electrical Plan -- I-16.65' ❑ Floor Framing and RoofFraming(FR) Climatic & Geographic Design Criteria TableR3o1.2(1) AREA DIAGRAM / CLASSIFICATION For Ground Snow Load: 20 psf SIGNATURE: DATE: _ 1 Speed: 130 mph ultimate wind speed PRINT NAME: N Dean & c Topographic Effects: No P l_U M B I N G CAPACITY(Check One): ❑ Owner ❑ Owner's Representative Wind Exposure Category: B J CEP og �jATERBINES NEED -0 co l-LU�v��"�c� . � N A 0f,11 LEAD CONTENT BEFORE TESTING BEFORE1 COVERING Seismic Design Category: C _ Barbara N 6" DIAMETER � Special Wind Region No��?`IFICATE OF OCCUPANCY THIS IS AN ARCHITECTURAL PLOT PLANU DER USED IN WATER BASED ON INFORMATION FROM AWind Borne Debris Zone NoDiMaggio E SJ!PLYSYSTEMCANNOT RETA;�'�► STO^fq >���ATER RU"�IOFF SURVEY PREPARED BY: tci Ha l 2 EXCEED Peconic Surveyors, p.c. CEED 2/10 OF 1 LEAD. �J�j�t ,j r l IJ.h n n REFLECTIVE RED ;' ys landing landing REFLECTIVE WHITE Weathering: severe existing existing 1365 South Harbor Road TO C:"t�'TEri 2,3)0 Southold, N.Y. 36 inches N Southold, NY PANTONE#187 h / Frost Line Depth: > OF T(r� ���t. � o existing Dated :August 1, 2001 �r n rFt , Termite: Moderate to Heavy J landing °" `' U) L existing ZONING ANALYSIS VICINITY MAPF 0 proposed �r � �. living space Winter Design Temperature 15,Table D101 (NY, Kennedy) addition Town of Southold <' existing • ;:.• Ice Barrier Underlayment Required Valley's&Perimeter covered Suffolk Count Zone: Residential R-80 Lot Coverages RRA N porch y o >i x Flood Hazards Exemptexistinp Lot Area =48,997 s.f. 1.12 acres) maximum allowed - 20/° x LL r AirFreezin Index 1500 landing Drawn By: ' F g Yards: Existing Lot Coverage = 2,919 sf(6%) � sfs, - p agcy - Proposed Lot Coverage = 828 sf 1.7% ���� � L..� � � � �, ;� Mean Annual Temp. _ M.P. Front 50 ft P 9 > Checked By: s ? Com pone and Cladding Loads. Table R301.2(2) Side= 15 ft o r • �` ;' p g N .4 Total Proposed Lot Coverage = 3,747 sf(7.7/o) , . xs Side=20 ft •s 0 ' � `^ H o ZONE 4 '18.2 -19.0 i M.A.M f I a S` 0 existing .• Rear-50 ft �. .; � • j � ,k ,y � . " - 0 livingspace Building Height: _ _ rF �x> 5 STROKE � x a _ o� 4 n `- ZONE 5 18 2 24 0 n 'sb maximum allowed=35 ft. !':3'd'/i�' �,�r • The construction type N ZONE 1 16.7 -18.0 YJ CODES • designation shall be N �� ►d$ proposed=21'-8" , ry r- -,-�, ! �E( �-, n s r: ^�n+i�ETI"r.l<` �c ' • "I^ ^u^ ^Ill^ ^IV"or'V" o M ZONE 2 16.7 -21.0 0 Sheet Title O to indicate the construction N r- � ■ SCTM#1000-75-04-22.10 n classification of the '- .....-.....-._ IC��'�.v` '1 !' • � ZONE 3 16.7 -21.0 • structure under DESIGNATION FOR STRUCTURAL Rear Ele tions �..-_. .a-.-.-_..� i '.I ++�, :!3 u�N:�D ., . . ZONE 1 10.5 -16.0 section 602 of the BCNYS N COMPONENTS THAT ARE OF I`#� ' 'I NOTED -_ �.,.. ., .,.-... 'C � S • TRUSS TYPE CONSTRUCTION ca o o z. co -2 .o -Site Plan (�i 1-326 �y *', i ! • • y. -. "F" FLOOR CONSTRUCTION,INCLUDING ZONE 2 10 5 9 DATE:. I I.�O 5.r.;f_. ..._.___ .. • . n GIRDERS AND BEAMS ZONE 3 10.5 -43.0 0 -Project Data FEE 6_- � (1 `tt �1l( (1© • " • r'R" ROOF FRAMING 7' ZONE 1 10.0 -18.0 J NOTIFY 'SUJLDIJG 1)Et1AI?-fMENT AT . . • . . . • t -BUILDING 0 "FR" FLOOR AND ROOF FRAMING M ZONE 2 10.0 -30.0 SE l UNLAWFUL rUl %C t STANDARDS AND CODES N 765-i6n2 8/t,M TO 4 P�,l FOR TH4 •r •�• o ZONE 3 10.0 -46.0 � 1. FO 1NDA .i N - T\ O R ! -1i' I I�O T CERTIFICATE � � • •+'* "� �� � � 9�� � Project: Job No. : 1. FOUNDATION - l`4JO rf�.OUIRED �" ! �-''U FOR POURED CONCRETE O� O��U�A1�1VY • ��� � � ' - • . Zone Diagrams : DiMaggio 1638 2. ROUGH - FR/'M:NG &. PLUMBING �� .. • • t'. - • • ♦ •W i • Scale: File Name : 3. INSULATION � � 4� � 2 �u t 4. FINAL - CON`'TRUCTION MUST TRUSS pLACARDING REQUIRED �` • � ••" • qt d • 2 N As Noted 1638-Constrn A SE COMPLE=TE FOR C.O. • • 1 s � ALL CONSTRUCTION SHALL MEET THE � • �• • � � -- �k- � 5 a 1 4 � rk 5 0 Drawing No. REQU'F F E ITS Or=THE CODES OF A;c W r ,ax r - • • • 5 2 5 C YORK STATE. NOT RESPONSIBLE FOR � �*� � • o r • + 3 3 4 DESIGN OR CONSTRUCTION ERRORS. r ■ • a s 4 • 5 5 5 5 V Q P d Add t d R f .� Gable Interior N 1365S th H b R d • �• Wall ® Zone Edge Perimeter Zone GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING GUARDS Michael 1. All Steel shall have a minimum Fb of 33,000 p.s.i. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2015 Guards Required. 1. All work shall conform to the 2015 International Residential Code, the New York P h. Fire blocking as required. and cladding wind loads specified on the cover sheet. International Residential Code. Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located State 2016 Uniform Code Supplement, The 2014 (National Electrical Code 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: More Than 30" above the Floor or Grade Below shall have Guards Macrina (N.E.P.A. 70-2014) and the Zoning Code of the Town of Southold. All codes A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. 2. All exterior windows and sliding doors shall be tested by an approved R308.4 Hazardous locations. The following shall be considered shall supersede the drawings and shall be incorporated into the drawings, whether specific hazardous locations for the purposes of glazing: not Less than 36" in Height. they are indicated on the plans or not. 3. All work shall conform to the latest A.I.S.C. specifications. of type lumber specified unless otherwise noted on plans. independent laboratory, and bear a label identifying manufacturer, Architect performance characteristics and approved inspection agency to indicate 1. Glazing in fixed and operable panels of swinging, sliding door and Open sides 8 stairs shall have guards not less than 34" in height and not 2. Contractor shall check and verify all dimensions, notes and conditions at the b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged site before an construction work is started. The Contractor shall notify the joists shall be centered directly over and below bearing wall studs with a doors shall be tested and labeled as conforming to AAMA/WDMA/CSA bifold door. more than 38 measured vertically from the nosing of the treads. Y FRAMING """�"�, i P.C. A.I.A. Architect of any discrepancies or conflicts in the drawings and/or field tolerance of no more than 1 unless substantiated engineering calculations. 101/I.S.2/A440 or ANMD 100. 2. Glazing in storm doors. Guard Opening Limitations. , conditions before starting the work. The discovery of discrepancies after 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. c. Interior bearin stud walls must be sheathed with a minimum 1 2" bd. 3. Glazing in all unframed swinging doors. Required Guards on open sides of stairways, raised floor areas, beginning the work shall be the full responsibility of the Contractor to correct. be dou fir 2 or better, 9 / 9YP 3. Garage doors shall The tested in accordance with either ASTM E 330 or 9 g g balconies and porches shall have intermediate rails or ornamental a 2. All structural framing Lumber to g # fastened according to drywall manufacturer recommendation and fireblocked. closures that do not allow passage of a sphere 4" or more in 9 9 P y ( ) 9 y P y ANSI DASMA 108, aind shall meet the acceptance criteria of ANSI DASMA 108. 4. Glazin in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, 3. Contractor shall locate & stake out all existing underground utilities prior to an min. fb=900, e = 1.5x10 Higher stress lumber such as s. pine, ect. may / P / 9 P E Comer Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing these diameter. ❑ w excavation. The utilities shown on the plans are on approximate location only. be substitued for doug fir. No spf lumber may be used except for sill, 4. Wind-Borne Design Protection: Protection of exterior windows and lass doors in compartments where the bottom exposed edge of the glazing is less than plates, and studs. 1. Unless otherwise noted, brace exterior comers of building with 4 x 8 plywood g 9 P P 9 9 9 Exception. ij 4. Contractor to be responsible for arranging all necessary permits and sheet of thickness to match that of sheathing. buildings located in wind-borne debris regions if specified on the cover sheet 60 inches measured vertically above any standing or walking surface. 4 inspections, including obtaining the Certificate Of Occupancy (C.O.). 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be shall be in accordance with section R301.2.1.2 of the 2015 International The triangular openings formed by the riser, tread and bottom rail � ) p g / of a guard at the open side of a stairway are permitted to be of - ;: l pressure treated unless otherwise noted. 2. Overlap plates at all corners. Residential Code. 5. Glazing in an individual fixed or operable panel adjacent to a door shall be 9 P Y 5. Written dimensions shall have precedence over scaled dimensions and larger considered to be a hazardous location where the bottom exposed edge such a size that a sphere 6" cannot pass through. ❑ scale details shall have precedence over smaller scale details/drawings. 4. All wood subfloors shall be -Y4" thick T&G subfloor with a minimum Nailing of the glazing is less than 60 inches above the floor or walking surface and Drawings are not to be scaled. span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International Protection and Openings: Exterior glazing in buildings located in windborne it meets either of the following conditions: Residential Code and nailing schedule shown on plans. debris regions shall be protected from windborne debris. Glazed opening HABITABLE SPACE 6. Any deviation from the Architect's drawings must be submitted to the Architect 5. All wood frame openings in floors, roofs, ceilings shall have a minimum protection for winidborne debris shall meet the requirements of the Large glazing 5.1. Where the lazin is within 24 inches of either side of the door in 1. All Habitable spaces shall conform to the following sections of the 2015N , in writing for approval. double "trimmer and header" framing unless noted otherwise on plan. Alignment: Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section the plane of the door in a closed position. a d protecting all work d plus 1. All rafters and joists framing from opposite sides shall la at least six 301.2.1.2.1 of the: 2015 International Residential Code. Garage door lazed glazing perpendicular P International Residential Code: 7. Contractor shall be responsible for adequately bracing an p g 6. All wood frame wall openings shall have minimum of single Jack stu p J° 9 PP p g 9 5.2. Where the lazin is on o wall er endicular to the lane of the 21 Main Street during construction against damage, breakage, collapse, distortion and single King stud posts at each end. (3) inches and be nailed together with min. (3) 10d face nails. opening protection for windborne debris shall meet the requirements of an door in a closed position and within 24 inches of the hinge side R304 (light, ventilation, and heating) misalignment according to applicable codes, standards and good practice. approved impact-resisting standard or ANSI/DASMA 115. P 9 Stony Brook, N.Y. 11790 2. When framing end to end joists shall be secured together b metal straps. of an in-swinging door. R304 (minimum room areas) 7. All hanging wood joists and rafters shall be supported with steel g 1° g Y P ' R305 (ceiling height) phone (631)686-6585 8. All work shall bePerformed in a first class manner wnew majoist hangers.with all materials. Exception: Wood structural panels with a thickness of not less than 346 Exceptions: 686-6786 Contractor shall provide all equipment, labor and materials necessary for ifax 631 R306 (sanitation) ( ) nch and a span lof not more than 8 feet shall be permitted for opening 1. Decorative glazing. R307 (toilet, bath and shower spaces) email MMacrina@optonline.net the proper execution and timely completion of the work. Contractor shall 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, DRAFTSTOPPING / FIREBLOCKING / FIRE PROTECTION protection. Panels; shall be precut and attatched to the framing surrounding 2. Where there is an intervening wall or other permanent barrier be responsible for all materials and equipment stored at the site. or exposed to the exterior use stainless steel or hot-dipped galvenized g P web MMArchitectpc.com joist hangers & fasteners only. 1. Install Fireblocking required as per section R302.11 and Draftstopping as per the opening containing the product with the glazed opening. Panels shall be between the door and the glazing. These plans are an instrument of service and are their subcontractors shall carr insurance that will protect section R302.12 of the 2015 International Residential Code. predrilled as requiired for the anchorage method and shall be secured with 3. Where access through the door is to a closet or storage area DRYWALL NOTES the exclusive property of the architect. 9. All contractors and Y Infringements of the concepts and design ideas the Owner and Architect from claims from damages for personal injuries, 9. All sheathing shall be a minimum of Y2 CDX plywood on roof the attachment h,ordware provided. Attachment to be permanent 3 feet or less in depth. Glazing in this application shall comply Bathroom Walls&Ceilings: presented on these drawings shall be prosecuted includingdeath which may arise in connection with this project. and 71'6" OSB plywood on walls unless noted otherwise on plans and Draftstopping required: corrosion hardware rovided and anchors permanently installed � y P P Y with Section R308.4.3. 1 " mold & moisture resistant sum board b ,National Gypsum' to the fullest extent of the law. Copyright 2016: fastened to studs as per nailing schedule. When there is usable space both above and below the concealed space of a on the building. Attachment in accordance with Table R301.2.1.2 is permitted . Provide 1/2 gypsum ypsum Michael Macrina Architect. All rights reserved, no floor/ceiling assembly, draftstops shall be installed so that the area of the 4. Glazing that is adjacent to the fixed panel of patio doors. Gold Bond Brand XP (purple board) or equal to all walls and ceilings, part of the plans may be reproduced without the 10. Contractor to indemnify Architect and Owner and hold harmless. 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted / g for buildings with a mean roof height of 45 feet or less where the ultimate expressed written consent of the architect. concealed space does not exceed 1,000 sf. Draftstopping shall divide the including all bathroom walls and ceilings and any wet areas. All gypsum otherwise on plan. design wind speed is 180 mph or less. 6. Glazing In an individual fixed or operable panel that meets all of the following board shall receive one coat of tae and four coats of spackle minimum 11. The Architect is not responsible for construction means, methods, techniques, concealed space into approx. equal areas. Where the assembly is enclosed by 9 P P 9 P P sequences, procedures or for the safety precautions and programs in 11. All top plates in wood frame walls shall be doubled and overlap with a floor membrane above and a ceiling membrane below draftstopping shall be conditions shall be considered to be hazardous location: using 'Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and connection with this project. intersecting walls if possible. rovided in floor/ceiling assemblies under the following circumstances: TABLE R301.2.1.2. ledges to receive tile or stone shall be set on 1/2" cement board. P / 9 g WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE 6.1. The exposed area of an individual pane is larger than 9 square feet. 12. Match all existing conditions as they relate to finishes, lighting, coursing, 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress 1. Ceiling is suspended under floor framing FOR WOOD STRUCTURAL PANELS (a,b,c,d) 6.2. The bottom edge of the glazing is less than 18 inches above Garage Walls&Ceilings: dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, and a min. of 1.9x10 (E) modulus of Elasticity. 2. Floor framing is constructed of truss-type open-web or perforated members. FASTENER SPACING the floor. 2. Provide one layer of 5/8" type-x gypsum wall board to all walls and ceilings plumbing and ductwork that may be concealed lin walls or ceilings being revised, of all garages and room enclosing heat producing equipment. Provide one 13. All shims under cellar girders to be steel only. 6.3. The top edge of the glazing is more than 36 inches above the „ to provide o complete job in all respects. 9 Y Materials: Panel Span 4 Ft. 6 Ft. floor; and layer of 1/2 type-x gypsum wall board at all interior house walls common Fastener Type < 4 Ft. <Panel Span <Panel Span to garages. Tape and 3 coats spackle for a level 3 finish. 13. All contractors and subcontractors shall be licensed and insured as required. 14. Wrap all girders that sit in concrete beam pockets with soft flashing to Draftstopping materials shall not be less than M- inch gypsum board, 3r < 6 Ft. < 8 Ft. 6.4 One or more walking surfaces are within 36 inches measured prevent direct contact with concrete. inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other 14. Contractor to obtain Owners or Architect's approval for all materials, finishes, approved materials adequately supported. Draftstopping shall be installed No. 8 wood sacrew based horizontally and in a straight line, of the glazing. Heat Producing Equipment in Unfinished Cellar: and equipment prior to purchasing. All equipment and materials are to be Bolts in Wood Framing: parallel to the floor framing members unless otherwise approved by the anchor with 2-inch 16" 10" 8" 3. Provide one layer of i/" type-x gypsum wall board over all heat installed per manufacturer's written specifications. building official. The integrity of all draftsto s shall be maintained. embedment length Exceptions: 1. All bolts in wood framing, where specified on plans shall be standard 9 9 Y P producing equipment in all unfinished open cellars. Tape and 2 15. Contractor shall keep site clean and free of debris. machine bolts with standard malleable iron washers or steel late washers. No. 10 wood screw based 1. Decorative glazing. coats of spackle for a level 2 finish. P Fire Blocking Required: anchor with 2�-inch 16" 12" 9" 2. Where a horizontal rail is installed on the accessible side(s) of the 16. These drawings are the property of the Architect and shall not be used 2. Steel plate washer sizes shall be as follows: Fireblocking shall be provided to cut off all concealed draft openings embedment leingth glazing 34 to 38 inches above the walking surface. The rail shall Typical(all other spaces): without his consent. Drawings shall not be used for issuing of a building a. 1/2" and 5/8" Diem. bolts - 2-1/4" sq. x 5/16" (both vertical and horizontal) and to form an effective fire barrier between 1/4-inch lag screw based be capable of withstanding a horizontal load of 50 pounds per 4. Provide 1/2" gypsum board to all walls & ceilings not otherwise noted spackle m f s permit unless signed & sealed by Michael Macrina Architect, p.c. b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". stories, and between a top story and the roof space. Fireblocking shall be anchor with 2-inch 16" 16above. All" 16" linear foot without contacting the glass and have a cross-sectional pay p a and four coats gypsum for a level 4 finishsum board shall receive one coat of to. 17. Contractor to follow all manufacturer's specifications, recommendations and 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. provided in wood-frame construction in the following locations. embedment length height of not less than 1 1/2 inches. oDate : installation details on all products used In this project. Notify the Architect 4. For sill anchors, see typical details on architectural drawings. a. In concealed spaces of stud walls and partitions, including furred spaces 3. Outboard panes in insulating glass units and other multiple glazed 9/12/16 Existing Conditions of any conflict between the plans and manufacturers specifications, 9 P P 9 P a. This table is base on 180 mph ultimate design wind speeds, Vim, panels where the bottom edge of the glass is 25 feet or more recommendations and installation details prior to installation of product on and parallel rows of studs or staggered studs; as follows: and a 33 foot mean roof height. above rade, a roof, walking surface or other horizontal within CLOTHES DRYER EXHAUST p P Lag Bolts: 9 9 � 9/20/16 Preliminary Review this project. Contractor shall be responsible for correction of any work that 1, All lag bolts where specified on plans shall be of structural grade steel. - vertically at the ceiling and floor levels. b. Fasteners shall be installed at opposing ends of the wood 45 degrees or horizontal] surface adjacent to the glass exterior. 1. To be installed as per section M1502 of the 2015 International prevents the correct installation of o specified product as shown on the - Horizontally of intervals not exceeding 10 ft. structuralp anel. Fastners shall be located not less than 1 inch 9/27/16 Preliminary Review from the edge of the panel. drawings. 2. Washers shall be placed under the head of lag bolts bearing on wood. 7. Glazing in guards and railings, including structural baluster panels and Residential Code. Contractor shall be responsible for adequately bracing and protecting all work Length of lag bolts shall be minimum 2/3 depth of members being bolted b. At all interconnections between concealed vertical and horizontal spaces nonstructural in-fill panels, regardless of area or height above o walking 2. Clothes dryer exhaust system shall be discharged to the exterior. 10/6/16 Preliminary Review 18. P q Y g P 9 together. c. Anchors shall penetrate through the exterior wall covering with an during construction against damage, breakage, collapse, distortion and such as occur at soffit, drop ceilings and cove ceilings. surface shall be considered to be a hazardous location. misalignment according to applicable codes, standards and good practice. 3. All bolts that are in contact with pressure treated lumber or exposed to embedment length of not less than 2 inches into the building frame. Exhaust duct size and material 10/6/i6 Preliminary Review-Revised 9 9 pp P c. In concealed spaces between stair stringers at the top and bottom of Fasteners shall be located not less than 2 1/2" inches from the Exhaust ducts shall have a smooth interior finish and be constructed 11/9/16 Issued for Construction exterior are to be stainless steel or hot-dipped galvenized. 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, the run. Enclosed spaces under stairs shall have walls. under-stair surface egde of the concrete block or concrete. of metal having a minimum thickness of 28 gage. The duct shall Altering Structural Members_ and on soffits protected on the enclosed side with a 1 2 sum board. whirlpools, saunas, steam rooms, bathtubs, showers and indoor or " DEMOLITION NOTES (for existing structures) Y P / �� gypsum d. Panels attached to masonry or masonry/stucco shall be attached outdoor swimming pools where the bottom exposed edge of the glazing is be 4 nominal in diameter. 1. No structural member shall be omitted, notched, cut, blocked out or using vibration-resistant anchors having an ultimate withdrawal less than 60 inches measured vertical) above an standing or walking Leigth Limitation d. At openings around vents, pipes, ducts, cables and wires at ceilings and Y Y 9 9 1. Demolition work shall be done in strict conformance with local, state and relocated without prior approval by the Architect. Do not alter size of capacity of not less than 1,500 pounds. surface shall be considered to be a hazardous location. This shall apply to The maximum length of a clothes dryer exhaust duct shall not exceed federal regulations, including all permits and utility cut-offs. members noted without approval of the Architect. floor level, with an approved material to resist the free passage of flame 9 Ye and products of combustion. a single glazing and each pane in multiple glazing. 35 ft. from the dryer location to the wall or roof termination. No. Date Description The maximum length of the duct shall be reduced 2.5 ft. for each 2. The Contractor shall at all times provide protection against weather Built-up Beams: 5. Window and glass door assemblies shall be anchored in accordance with the Exceptions: Glazing that is more than 60 inches measured horizontally 45-degree bend and 5 ft. for each 90-degree bend. The maximum (rain, wind, storms, frost or heat) so as to maintain all work, materials 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. Project published manufactlurers recommendations to achieve the design pressure and in a straight line, from the water's edge of a bathtub, hot tub, lengthofthe exhaust duct does not include the transition duct. J equipment and fixtures free from damages. Repair any damage to members shall be interconnected as follows: f. Fireblocking of cornices of a two family dwelling is required at the line specified. Substitute anchoring systems used for substrates not specified spa, whirpool or swimming pool or from the edge of a shower, sauna property of the Owner/Client which is to remain in use, or that of any a. Members 12 and less in depth: glue and internail w/2 rows of dwelling unit separation. by the fenestration manufacturer shall provide equal or greater anchoring or steam room. Proposed person, or persons on or off the site caused by the demolition work 16D nails at 12" o.c. staggered. performance as demonstrated by accepted engineering practice. REQUIREMENTS FOR without additional expense to the owner. b. Members greater than 9-1/4" in depth or multiple 3x members Materials: 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge Addition and through bolt with 1 2" diameter machine bolts at 24" me of the glazing is less than 36 inches above the plane of the adjacent walking MASONRY FIREPLACES g / Except as provided in Section R602.8, Item 4, firebfocking shall consist 6. Emergency escape and rescue opening required: Basements, habitable attics, surface of stairways, landings between flights of stairs and rams shall be Renovation 3. Provide all necessary temporary supports as may be required to shore all " Ys• 9 9 P staggered top & bottom, 1-1/2 from edges. of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, every sleeping roonn and where noted on floor plans shall have not less than considered to be a hazardous location. existing structures prior to the installation of new structural elements PER 2015 I.R.C. CODE (table R1001.1) required by the demolition work shown hereon. 2. Built-up beams or joists formed by a multiple of engineered lumber or two thicknesses of 1 inch nominal lumber with broken lap joints, or one operable emercgency escape and rescue opening. Where basements contain members are to follow manufacture specifications one thickness of 23/32 inch wood structural panels or one thickness of one or more deepiing rooms, an emergency escape and rescue opening shall For 4. Any and all conditions not shown hereon and uncovered in the field shall be C 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing Cuffing of Beams Joist and Rafters: 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 be required in each sleeping room. Emergency escape and resuce openings is less than 36 inches above the landing and within a 60 inch horizontal arc less Hearth Slab Thickness 4„min.thickness for hearth extension brought to the attention of the Architect immediately, prior to any action 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets shall open directly into a public way, or to a yard or court that opens to less than 180 degrees from the bottom tread nosing shall be considered to be involving some. holes not deeper than 1 6 the depth of the member and shall not be a public way. o hazardous location. Hearth Extension 8"for fireplace opening less than 6 sq. r P / P or mineriol wool or glass fiber or other approved materials installed in such P Y (each side of open'g) 12"for fireplace opening greater than or Dean & 5. All existing elements to remain, shall be protected during demolition. located in the middle of 1/3 of the span. Notch depth of the ends at the a manner as to be secure) retained in lace shall be permitted as an equal to 6 sq.ft. member shall not exceed 1/4 the depth of the member. Holes bored or out Y P P Exception: Basements used only to house mechanical equipment 6. All existing ductwork, electrical equipment, etic. in areas to be demolished into joist shall not be closer than 2 inches to the tip or bottom of the acceptable fire block. Batts or blankets of mineral or glass fiber or other not exceeding a total floor area of 200 square feet. ROOF VENTILATION Hearth Extension 16"for fireplace opening less than 6 sq.ft. shall be protected and relocated as required according to field conditions. joists and the diameter of the hole shall not exceed 1/3 the depth of the approved nonrigid materials shall be permitted for compliance with the 10 Ventilation Required: front of opening) 20"for fireplace opening greater than or P q 9 / P ( p 9) p p gg Barbara joist. The tension side of beams, joists and rafters of 4 inches or greater foot horizontal fireblocking in walls constructed using parallel rows of studs Operational constraints and opening control devices; Emergency escape equal to 6 s ft. 7. Provide dust-tight partitions between areas where demolition nominal thickness shall not be notched, except at ends of members. or staggered studs. Loose-fill insulation material shall not be used as a fire and rescue openings shall be operational from the inside of the room Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly q• work is being performed and areas which are finished or in use. to the underside of roof rafters shall have cross ventilation for each seperate space Firebox Dimensions 20"min.firebox depth Pipes in Stud bearing Nails or Shear Nails: block unless specifically tested in the form and manner intended for use to without the use of keys, tools or special knowledge. Window opening control P ■ p Y by ventilating openings protected against the entrance or rain or snow. Ventilating DiMa qlo 1. Notches or bored holes to studs of bearing walls or partitions shall not be demostrate its abilit to remain in lace and to retard the s read of fire devices complying with ASTM F 2090 shall be permitted for use on windows y p P openings shall be provided with corrosion-resistant wire mesh, with 1/8 minimum to Thickness of 8"where firebrick lining is used EXCAVATION AND BACKFILL more than 1/3 the depth of the stud. serving as a required emergency escape and rescue opening. Emergency " / p and hot gasses. 1/4 maximum openings. Wall of Firebox Bridging and Blocking: escape and rescue openings shall have minimum dimensions as specified 1. Contractor shall locate and stake out all existing underground utilities prior 1. There shall be not less than one line of bridging when using dimensional in this section. 9 9 9 Fire Protection of Floors Minimum Area: Distance from top 8"min. 1365 South Harbor Oa to any excavation. The utilities shown on the plans are an approximate lumber in every eight feet of span in floor, attic and flat roof framing. The total net free ventilatingarea shall not be less than 1 per 150 of the area of NY All floor assemblies are to be fire-reistonce rated with a minimum of 1/2" P of Opening to Throat Southold, location only. Minimum opening are: Emergency and escape rescue openings shall have a the s ace ventilated. The bridging shall consist of not less than one by three inch lumber gypsum wall board, 5/8" wood structural panel or equivalent on the underside p 2. Excavate all areas as indicated in the drawings. All excavations shall be the double nailed at each end or of equivalent metal bracing of equal rigidity. net clear opening of not less than 5.7 square feet. The net clear opening minimum depths required achieving clean undisturbed virgin soil with stable of the floor framing member. Penetrations or openings for ducts, vents, dimensions required by this section shall be obtained by the normal Vent Clearance: MINIMUM UNIFORMLY DITRIBUTED LIVE LOADS Table R301.5 moisture content and non-shifting and non-shrinking soil characteristics. 2. Block solid at all bearing supports where adequate lateral support is not electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping operation of the emergency escape and rescue opening from the inside. The Where eave or cornice vents are installed, insulation a minimum of a 1" space shall be The Contractor shall be responsible for notification of poor soil characteristics otherwise provided. Block all stud walls at maximum intervals of eight and similar openings or penetrations shall be permitted. net clear height opening shall be not less than 24 inches and the net clear provided between the insulation and the roof sheathing at the location of the vent. USE LIVE LOAD DEAD LOAD Town of Sou' OId to the Architect and shall not proceed with the work until receiving instructions feet with minimum of 2 x solid material with tight joints. r from the Architect. Exceptions: width shall be not less than 20 inches. SUffOIk CiOUCIty 3. Provide blocking under all posts down to foundation, beam and/or column 1. Floor assemblies located directly over a space protected by an automatic Exterior Balconies and decks 40 psf 10 psf 3. The Architect has prepared the drawing and specifications with an assumed with similar material. sprinkler system in accordance with Section P2904, NFPA 13D, or other Exception: Grade floor n below grade openings shall have a net clear FLASHING & CAULKING NOTES Fire Escapes 40 psf 10 psf Drawn B l bearingcapacity of 2,000 per s . ft. and an assumed soil characteristic of sand, _y_ approved equivalent sprinkler system. opening of not less than 5 square feet. y �E� PC',. P Y # P q Plywood: silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 1 All plywood shall be Doug fir or equal. It shall be manufactured and 1. Providing metal flashing where framing lumber is in contact with soil or concrete. Passenger Vehicle Garages 50 psf as per plan M.P. -1 � „ unless a soil test analysis has been preformed as per table R401.4.1 of the 2. Floor assemblies located directly over a crawl space not intended for Window Sill Height: Where a window is provided as the emergency escape and provide continuous hidden (blind) metal flashing where tops of roof intersect by ��A' M4 �'� graded in accordance with : rescue o enin it shall have a sill hei ht of not more than 44 inches above Unhabitable ATTICS without Storage 10 psf 10 psf 0 Q. 0 2015 International Residential Code. storage or fuel-fired appliances. opening, 9 Checked By: 4 1 n U.S. Product Standard PS 1-83 for Construction and Industrial PI)Mood vertical wall surfaces. Provide metal step flashing around all chimneys, skylights �► Yw the floor, where the sill height is below grade, it shall be provided with a Unhabitable ATTICS with Storage 20 psf 10 psf � � 2 "'1 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. 2. Each plywood sheet shall bear the "APA" trademark. 3. Portions of floor assemblies shall be permitted to be unprotected where window well in accordance with Section R310.2.3. and where sides of roof intersect vertical wall surfaces. All metal flashing shall M.A.M c f ,(. ( A below finished grade unless noted otherwise on the plans. complying with the following: extend up vertically a minimum of 4" from the roof unless noted otherwise. Habitable ATTICS and ATTICS 30 psf 15 psf 3. All end joints shall be staggered and shall butt along the center lines 7. All exterior windows and doors occurin in hazardous locations as per Section served with fixed stairs v+ . 5. All backfill shall be clean granular fill. of framing members. 3.1 The aggregate area of the unprotected portions does not exceed 80 9 P 2. Flash, caulk and seal all unctions of new and existing roofs, walls and �' 31, g6 0Q" R308.4 of the 2015 International Residential Code and indicated on floor plans J 9 4. The face rain of the plywood shall be laid at right angles to the joists square feet per story. ROOMS other than sleeping rooms 40 psf 15 psf . y 6. No Backfill shall be permitted against concrete or masonry foundation walls 9 P Yw 9 9 J are to have tempered glass. See glazing section of this sheet and section R30$ penetrations, to form a watertight assembly. �F' NES without floor framing or proper bracing as required to prevent damage to walls. and trusses andp arallel to the studs. 3.2 Fireblocking in accordance with Section R302.11.1 installed along the of the 2015 International Residential Code. No Backfill shall be permitted within a minimum of two weeks after pouring. " perimeter of the unprotected portion to seperate the unprotected Sleeping Rooms 30 psf 1 psf P 9 5. Nails shall be placed 3/8 minimum from the edge of the sheets. Sheet Title The Contractor shall be responsible for any damage to concrete or masony wall. " portion from the remainder of the floor assembly. 8. All exterior windows and doors are to have a maximum U-value of 0.35 and Stairs 40 psf 10 psf The minimum nail penetration into framing members shall be 1 1/2 FACTORY-BUILT GAS & WOOD FIREPLACES 7. All grading to drain surface water away from foundation walls at a minimum for 8d nails and 1 3/8" for 10d nails. 4. Wood floor assemblies using dimension lumber or structural composite a maximum solar heat gain coefficient factor of 0.40. lumber equal to or greater than 2-inch by 10-inch nominal dimension, Factory-built fireplaces shall be listed and labeled and shall be installed Guards and Handrails 200 psf lateral General otes at a minimum of 5% slope. 6. All floors and walls shall be nailed as per nailing schedule. listing,in accordance with the conditions of the , and shall be tested Guard in-fill components 50 psi or other approved floor assemblies demonstrating equivalent fire 9 Partitions: performance. in accordance with UL 127. ROOFS 20 psf 15 psf 1. General: P P P -Genera CONCRETE Combustible Insulation Clearance Hearth Extensions. a. Provide solid blocking at 4'-O" o.c. between the joist and first interior Hearth extensions of approved factory-built fireplaces shall be installed 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, parallel joist at all gable walls. Combustible insulation shall be seperated not less than 3 inches from Specifications on the above soil assumption. If other soils are encountered, lower bearing b. Splices of the top and bottom portion of double top plates must be recessed luminaires, fan motors and other heat-producing devices. in accordance with the listing of the fireplace. The hearth extension ALLOWABLE DEFLECTION : Table R301.7 values are to be assumed and the foundation must be redesigned. shall be readily distinguishable from the surrounding floor area. staggered a minimum of 24". Exceptions Structural Member Allowable Deflection 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a c. Joints in top plate need not occur over studs. Where heat-producing devices are listed for lesser clearances, minimum 3,500 p.s.i. d. Lap top plates at corners and intersections. combustible insulation complying with the listing requirements shall be Rafters having slopes greater than 3/12 with no L/180 finished ceiling attached to rafters. Project: Job No. 3. Concrete shall be air-entrained. Total air content (percent by volume of concrete) e. Plates shall not be less than 2 x nominal thickness. separated in accordance with the conditions stipulated in the listing. shall not be less than 5% or more than 7%. Interior Walls and Partitions H/180� DiMaggio 1638 f. Notching: Any stud in an exterior wall or bearing partition shall be Floors and Plastered ceilings L/360 Scale: File Name 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the permitted to be cut or notched to a depth not exceeding 25 percent its ATTIC ACCESS As Noted 1638-Constrn A narrowest distance between forms or three-fourths the clear spacing between width. Studs in nonbearing partitions shall be permitted to be notched to All other Structural Members L/2401 I reinforcing bars or between a bar and the side of the form. a depth not to exceed 40 percent of a single stud width. Refer to details An attic access shall be provided for any attic areas that exceed 30 square feet 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement for excessive notching studs. and have o vertical height of 30" or more. The rough framed opening shall not Exterior Walls with plaster or stucco finish H/360 Drawing No. : and foam insulation, a composite of cement and wood chips, or other approved g, Drilling:Any stud shall be permitted to be bored or drilled, provided be less than 22"x30" and shall be located in a hallway or other readily accessible Exterior Walls - wind loads° with brittle finishes H/240 material suitable for supporting and containing concrete. Forms shall provide that the diameter of the resulting hole is not more than 60 percent location. A 30" minimum obstructed headroom in the attic space shall be provided sufficient strength to contain concrete during the concrete placement of the stud width, the edge of the hole is not more than 5/8 inch to at some point above the access opening. operation. Form ties shall be steel, solid plastic, foam plastic, a composite Exterior Walls - wind loads with flexible finishes H/120 the edge of the stud, and the hole is not located in the same section of cement and wood chips, a composite of cement and foam plastic, or other suitable material capable resisting the forces created by fluid pressure of Lintels Supporting Masonry Veneer Walls L/600 as a cut or notch. Studs located in exterior walls or bearing partitions Gi 0111 drilled over 40 percent and up to 60 percent shall be doubled with not Note : L=Span Length, H=Span Height fresh concrete. more than two successive doubled studs bored. Refer to details for excessive drilling of studs. ELECTRICAL HEATING, VENTILATION & COOLING ENERGY/ CONSERVATION Michael 1. All electrical work shall conform to rules and regulations of the Combustion Air BUILDING THERMAL ENVELOPE INSULATION SCHEDULE (thermal envelope) 2014 National Electric Code, NFPA 70-2014 and the 2015 Soild Fuel 11. Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers 1. These plans are designed to be in accordance with the 2015 9 P 9 9 iMacrina International Residential Code. Burning appliances shall be provided with combustion air in accordance with the International Residential Code and the 2015 International Energy or doors, and outdoor combustion air. Where using tight-fitting doors on House Component (R) Value Insulation Insulation Moisture Air Barrier 2. The Electrical equipment and wiring shall be installed in accordance appliance manufacturers installation instructions. Oil-fire appliances shall be ype Barrier Sealin g Remarks Architect with chapters 34 thru 43 of the 2015 International Residential Code. be provided with combustion air in accordance with NFPA 31. Conservation Code for a climate zone of 4A. factory-built fireplaces listed and labeled in accordance with UL 127, the Thickness T doors shall be tested and listed for the fireplace. Where using tight-fitting under cellar slab perimeter 3. Electrical work to be Fire Underwriters inspected and approved. 2. The interior design temperatures used for heating and cooling load doors on masonry fireplaces, the doors shall be listed and labeled in 4. All electrical outlets in "wet" areas to be ground fault interrupter Ducts calculations shall be a maximum of 72'F for heating and a minimum accordance with UL 907. N ElDuct Insulation sr � P.C. I.A. , A. (G.F.I.) type. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 of 75 F for cooling. O cellar slab edge d 5. Working clearance dimensions around electrical panel to be a All other ducts shall be insulated to a minimum of R-6. 3. All materials, systems and equipment shall be installed in accordance with 12. Utility Room Containing Fuel-Burning Appliances. Where open Combustion air ducts » » provide combustion aiir to open combustion fuel-burnin appliances, the appliances perimeter rimjoist throughout 1 minimum of 36 deep x 30 wide x 6-6" high. the manufacturers instructions and the 2015 International Residential Code P P 9 PP PP ) and combustion air opening shall be located outside the building thermal envelope LL first and second floor ❑ Duct Sealing and the 2015 International Ener and Conservation Code. P 9 9 �-, 6. All electrical work to be performed by a local licensed electrician. 9Y All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall typical floor system over basement R-30 9-1/4" Fiberglass ,k Ground-Fault Circuit-Interrupter Protection. made substantially airtight by means of fostners, welds, tapes, mastics, gasketing 4. Certificate: A permanent certificate shall be completed by the builder or be sealed and insulated in accordance with the envelope requirements of Table Batts ^; Locations. or other approved closure systems. registered design professional and posted on a wall in the space where the N1102.1.2, where the walls, floors and ceilings shall meet a minimum of the 4. 1 "d furnace is located, a utility room or an approved location inside the basement wall R-value requirement. The door into the room shall be fully gasketeNew 2x6 Exterior Walls: R-21.0 5-1/2Fiberglass 1. All bathroom receptacles are to have G.F.C.I. protection. 9 required required ❑ Duct Support building. Where located on an electrical panel, the certificate shall not and any water lines and ducts in the room insulated in accordance with Section Batts 2. All garage & accessory building receptacles are to have G.F.C.I. protection. Metal ducts shall be supported by 1/2» with 18 gage metal straps or 12 gage cover or obstruct the visibility of the circuit directory label, service N1103. The combustion air duct shall be insulated where it passes through N 2x4 Cellar Perimeter Walls 3. All outdoor receptacles are to have G.F.C.I. protection. galvanized wire at intervals not exceeding 10 feet or other approved methods. disconnect label or other required labels. The certificate shall list the the conditioned space to a minimum of R-8. Nonmetallic ducts shall be supported in accordance with the manufacturers � (finished spaces) ` 4. All crawl space receptacles are to have G.F.C.I. protection. PP predominant R-values of insulation Installed In or on ceiling/roof, walls installation instructions. foundation (slab, basement wall, crawl space wall and/or floor) and ducts 13. Recessed Lighting. Recessed luminaires installed in the building thermal envelope shall Unfinished Cellar Perimeter Walls 5. All unfinished basements receptacles are to have G.F.C.I. protection. be sealed to limit air leakage between conditioned and unconditioned s aces. All 21 Main Street outside conditioned spaces; U-factors for fenestration and the solar heat 9 P 6. All kitchen receptacles that serve countertop surfaces shall have Duct Separationgain coefficient (SHGC) of fenestration, and the results from any required recessed luminaires shall be IC-rated and labeled having an air leakage rate not space around exterior window/ required Stony Brook, N.Y. 11790 G.F.C.I. protection. Ducts shall be installed with at least 4„ separation from the earth except where duct system and building envelope air leakage testing done on the more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf door jambs re q phone (631) 686-6585 7. All laundry, utility and bar sink receptacles that are located within 6ft. they meet the requirements for underground duct systems. building. Where there is more than one value for each component, the pressure differential. All recessed luminaires shall be sealed with a gasket or caulk fax (631)686-6786 of the outside edge of the sink are to have G.F.1C.I. protection. Ducts located in garages and ducts penetrating the walls or ceilings seperating the certificate shall list the value covering the largest area. The certificate Existing flat ceiling between the housing and the interior wall or ceiling covering. email MMacrina@ oP tonline.net 8. Electrically heated floors, hydromassage bathtub, spa and hot tub dwelling from the garage shall be constructed of a minimim No. 26 gage sheet shall list the types and efficiencies of heating, cooling and service water web MMArchitectpc.com locations are to have G.F.C.I. protection. heating equpiment. Where a gas-fired unvented room heater, electric 14. Programmable thermostat.The thermostat controlling the primary heating or cooling N These plans are an instrument of service and are metal or other approved material and shall not have opening into garage. New flat ceiling R-38 12 Fiberglass the exclusive property of the architect. furnace, or baseboard electric heater is installed in the residence, the s tem of the dwellin unit shall be ca able of controllin the heatin and coolin required required 9. All receptacles within 6 feet of the outside edge of a bathtub or „ „ „ „ Ys 9 P 9 9 9 C Batts Infringements of the concepts and design ideas certificate shall list gas-fired unvented room heater", electric furnace or system on a daily schedule to maintain different temperatures set points at different presented on these drawings shall be prosecuted shower stall are to have G.F.C.I protection. = New flat ceiling perimeter over R-39 Closed Cell Provide air baffles to allow for a 1"min. air flow to the fullest extent of the law. Copyright 2016: baseboard electric heater", as appropriate. An efficiency shall not be times of the day. This thermostat shall include the capability to set back or ^1 6" Michael Macrina Architect. All rights reserved, no PLUMBING listed for as-fired unvented room heaters, electric furnaces or electric temporarily operate the system to maintain zone temperatures down to 55'F or u wall plate 6.5 er 1 Spray Foam between to of insulation and bottom of roof sheathin W p Y p g port of the plans may be reproduced without the Arc-Fault Circuit-Interrupter Protection. g P Y P � P P expressed written consent of the architect. 1. All plumbing work to be installed in strict accordance with the 2015 baseboard heaters. to 857. The thermostat shall initially be programmed by the manufacturer with a U New vaulted ceiling Locations. International Residential Code and local codes. heating temperature set point no higher than 70'17 and a cooling temperature set (2x10 rafters) 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp 5. Vapor Retarders: Class I or II vapor retarders are required on the interior point no lower than 78'F. outlets installed in kitchens, family rooms, diningi rooms, living rooms, 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists side of frame wall assemblies in the building envelope. parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, shall be located as close as possible to center joist span to maintain Window/ Door Type (U) Factor S.H.G.C. Remarks hallways, laundry areas and similar rooms or areas shall be protected by structural integrity of joists. Refer to the framing section of this sheet. 6. Insulation and Fenestration Requirement by Component. 15• Hot Water Boiler Outdoorr Temperatures. Hot water boilers that supply heat to i 3. Materials for water supply and distribution systems, per tables P2906.4, a combination type arc-fault circuit interrupter installed to provide Refer to window schedule. the building through one or two pipe heating systems shall have on outdoor O protection of the branch circuits. setback control that lowers the boiler water temperature based on the Double Hung Windows 0.30 0.19 Values are based on'Anderson'400 series Tilt Wash with Lo E4 smartsun P2906.5 and P2906.6 of the 2015 International Residential Code. 7. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall outdoor temperature. 0 fully divided light grills. Single-and Multiple-Station Smoke Alarms. International Residential Code. be installed adjacent to soffit and eave vents. Baffles shall maintain an 0 Casement Windows N/A N/A All smoke alarms shall be listed in accordance with UL 217 and 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), opening equal or greater than the size of the vent. The baffle shall 11-% installed in accordance with the provisions of Section R314 of the P3002.2 and P3002.3 of the 2015 International Residential Code. extend over the top of the attic insulation. The baffle shall be permitted 16. Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a 2015 International Residential Code and comply with the provisions to be an solid material. minimum of R-8. All otiher ducts shall be insulated to a minimum of R-6. Awning Windows 0.29 0.19 Values are based on'Anderson'400 series with Lo E4 smartsun y fully divided light grills. of NFPA 72. 5. All Vents thru roof are to terminate a minimum of 18" above the roof. 8. Attic and Crawl Space Access Hatches and Doors. Access doors from 17. Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and 0 Hinged Doors N/A N/A Locations. (Section R314.3) 6. In areas prone to flooding, drainage, waste and vent systems shall be conditioned spaces to unconditioned spaces such as attics and crawl spaces seams shall be made substantially airtight by means of fastners, welds, tapes, `0 Single and multiple-station smoke alarms shall be installed in located and installed to prevent infiltration of floodwaters into the shall be weatherstripped and insulated to a level equivalent to the insulation mastics, gasketing or other approved closure systems. C Sliding Doors N/A N/A the following locations: systems and discharges from the systems into floodwaters. 1. In each sleeping room. � g on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood-framed or 18. Duct Testing. Ducts shall) be pressure tested to determine air leakage by one of the 2. Outside of each separate sleeping area in the immediate 7. In areas prone to flooding, vents shall be located at or above the Skylights N/A N/A Date vicinity of the bedrooms. design flood elevation. equivalent baffle or retainer is required to be provided when loose-fill following methods: 3. On each additional om of the dwelling, including basements insulation is installed, the purpose of which is to prevent the loose-fill 1. Rough-in test: Total leakage shall be measured with a pressure differential of Y g g from spilling into the living space when the attic access is opened, and to 9/12/16 Existing Conditions and habitable attics but not including crawl spaces and uninhabitable 8. All exterior hose bibbs are to be frost-proof type. P 9 9 P P 0.1 inch w.g. across the system, including the manufacturers air handler attics. In dwellings or dwelling units with split levels and without provide a permanent means of maintaining the installed R-Value of the enclosure if installed at the time of the test. All registers shall be taped or Notes: 9/20/16 Preliminary Review an intervening door between the adjacent levels, a smoke alarm 9• All plumbing fixtures to be installed as per Chapter 27 of the 2015 loose-fill insulation. otherwise sealed during the test. If Air Barrier Sealing is required, refer to air barrier& installation schedule below. installed on the upper level shall suffice for the adjacent lower International Residential Code. 9/27/16 Preliminary Review level provided that the lower level is less than one full story 9. Air Leakage. The building thermal envelope shall be constructed to limit p Y 2. Postconstruction test:: Total leakage shall be measured with a pressure differential 10/6/16 Preliminary Review below the upper level. air leakage. The sealing methods between dissimilar materials shall allow , PP for differential expansion and contraction. Refer to the air barrier and of 0.1 inch w.g. across the entire system, including the manufacturers air 4. Smoke alarms shall be installed not less than 3 feet horizontally P 10/6/16 Preliminary Review-Revised insulation installation schedule. handler enclosure. Registers shall be taped or otherwise sealed during the test. from the door or opening of a bathroom that contains a bathtub 11/9/16 Issued for Construction or shower unless this would prevent placement of a smoke alarm Exception: A duct air leakage test shall not be required where ducts andBarrier required by Section R314.3. 10• Testing. The building or dwelling unit shall be tested and verified as having air handlers are located entirely within the building thermal envelope. Air and Insulation l n Sta I I at i O n Schedule Table N 1102.4.1.1 (402.4.1.1) an air leakage rate of not exceeding three air changes per hour in Climate Zone A written report of the results of the test shall be signed by the party When more than one smoke alarm is required be installed within on 3 through 8. Testing shall be conducted in accordance with ASTM E 779 or ASTM conducting the test and provided to the code official. Component Air Barrier Criteria Insulation Installation Criteria individual dwelling unit the alarm devices shallll be interconnected in E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals). Where required such a manner that the actuation of one alarm will activate all of the No. Date Description alarms in the individual dwelling unit. The alarm shall be clearly audible in by the code official, testing shall be conducted by an approved third party. A 19. Building framing cavities shall not be used as ducts or plenums. A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a all bedrooms over background noise levels with all intervening doors closed. written report of the results of the test shall be signed by the party conducting The exterior thermal envelope contains a continuous air barrier. sealing material. Project g g the test and provided to the code official. Testing shall be performed at any time 20. Mechanical System pipinig insulation shall be capable of carrying fluids above 105 F General Requirements p 1 Combination Detectors. after creation of all penetrations of the building thermal envelope. or below 55•F with a miinimum of R-3 insulation. Breaks or joints in the air barrier shall be sealed. Combination smoke and carbon monoxide alarms shall be permitted 21. Mechanical Ventilation. The building shall be provided with ventilation that meets the Proposed to be used in lieu of smoke alarms. During Testing: requirements of Section M1507 of this code or the International Mechanical Code, The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not as applicable, or with other approved means of ventilation. Outdoor air intakes and the insulation and any gaps in the air barrier sealed. aligned with air barrier. Addition and Power Source. sealed, beyond the intended weatherstripping or other infiltration control measures. exhausts shall have automatic or gravity dampers that close when the ventilation The required smoke alarms shall receive their primary ower from Ceiling/Attic Renovation q P y P 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall system is not operating.. Access openings, drop down stairs or knee wall doors to the building wiring when such wiring is served from a commercial source, be closed, but not sealed beyond intended infiltration control measures. unconditioned attic spaces shall be sealed. and when primary power is interrupted, shall receive power from a 22. Lighting._ Not less than 75 percent of the lamps in permanently installed lighting For battery. Wiring shall be permanent and without a disconnecting switch 3. Interiror doors, if installed at the time of the test, shall be open. fixtures shall be high-efficacy lamps or not less than 75 percent of the The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be other than those required for overcurrent protection. Smoke alarms 4. Exterior door for continuous ventilation systems and heat recovery ventilators permanently installed lighting fixtures shall contain only high-efficacy lamps. be sealed. insulated by completely filling the cavity with a material having shall be permitted to be battery operated when installed in buildings shall be closed and sealed. having a thermal resistance of R-3 per inch minimum. without commercial power. Exception: Low-voltage lighting. Walls The'unction of the to late and the to of Dean & 5. Heating and cooling systems, if installed at the time of the test, shall be 1 p p p Carbon Monoxide Alarms. (Section 915 of the 2015 I.F.C.) turned off. exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Carbon monoxide alarms shall be installed in the following locations: 6. Supply and return registers, if installed at the time of the test, shall be Knee walls shall be sealed. installed in substantial contact and continuous alignment with 1. Carbon Monoxide are required on each level on which sleeping fully open. the air barrier. Barbara spaces are located, within 15ft. of the sleeping area. Windows,skylights The space between window/door jambs and framing, and More than one carbon monoxide alarm shall be provided and doors skylights and framing shall be sealed. where necessary to assure that no sleeping area on a story Roof J L Roof DiMa 9910 is more than 15ft. away from a carbon monoxide alarm. Rim Joists Rim oists shall include the air barrier. Rim oists shall be insulated.2. On any story where a fuel-fired appliances and equipment, Existing ex Stak ventExisting t t solid-fuel burning appliances and equipment, Bathrm #2 _ Bathrm. #3 The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain fireplaces or attached garages are located. �'r I l� Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or 1365 South Harbor Road Interconnection of Carbon Monoxide Alarms&Detectors: oor framing cavy insulation e permitted e n contact I T I I 1 flfiitiltishall btbiincluding above garage andSouthold, NY When more than one carbon monoxide alarm or detector is required to I ( eX•� I &-ex.vent I cantilevered floors with the top side of sheathing,or continuous insulation installed be installed within an individual dwelling unit or slleeping area, the ex.--4 vent I I I I on the underside of floor framing;and extends from the bottom to alarm devices shall be interconnected in such a manner that the actuation ex.--4 vent ( I ( I �-ex -� the top of all perimeter floor framing members. of one alarm will activate all of the alarms in the individual unit. 3„0 vent I I I I vent Lav ( I I Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation Town of Southold The alarm shall be clearly audible in all bedrooms over background noise vent thru roof i I I Lov J L Roof t all vents - e a Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Suffolk COU ty levels with all intervening doors closed. Roof ( ' ) J L '- e Tub C. i W.C. overlapping joints taped. space walls. Equipment. I Li I I ex. Shower ex. vent waste Second Fir. Stack Duct shafts, utility penetrations,and flue shafts opening Drawn By Shafts, penetrations Carbon Monoxide alarms shall be listed, labeled as complying with 3"� to exterior or unconditioned space shall be sealed. �E� ARC UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and vent waste Existing M.P. AlAf yt- labeled as complying with UL2075 and shall meet the sensitivity testing I Powder Room Batts in narrow cavities shall be cut to fit,or narrow �� 4 F and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, New ex Narrow Cavities cavities shall be filled by insulation that on Checked By: y1� ��Z nA detectors and alarm control units shall be installed in accordance Laundry Room New waste eX• ex. I ex. waste waste installation readily conforms to the available cavity M.A.M ~ a with the R.C.N.Y.S. and the manufacturers installation instructions. ry waste waste waste ( waste space. * f T Existing Renovated Power Source. _ r Air sealing shall be provided between the garage Bathrm. #1 .- _ Kitchen 1 Garage Separation �� 0 12x6 yo Carbon Monoxide alarms and detectors shall receive their primary power r I I ,� r T_--_ I and conditioned spaces. '� from the building wiring, where such wiring is served from a commercial I 2"0 s--3"0 I ex.-4 ex. (--ex.vent I f F N6 �- (� I � Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal source and shall be equipped with a battery backup system that air I vent I vent I I vent I vent 2 0� I ( Recessed lighting t I I �-eX thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Sheet Title automatically provides power from one or more batteries when primary breaker I T_ rA 2 I ex.� vent new I Sink I vent vent I vent I Sink Sink vent Batt insulation shall be cut neat) to fit around wiring and plumbing power is interrupted. Wiring shall be permanent and without a 2"0 ( I I Y 9 P 9 disconnecting switch other than those required for over current protection. waste I e Lay. i eX•4 Lay. p I I a Lay. Plumbing and wiring in exterior walls,or insulation that on installation readily conforms Energy Notes vent I to available space shall extend behind piping and wiring. Listings. W C I I W.C. C Dr-T W W C ex. The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Carbon monoxide alarms shall be listed in accordance with UL 2034. First Fir. W.M. Shower Shower Shower/tub on exterior wall p -insulation S C h waste First Fir. tubs shall se erste them from the showers and tubs. tubs shall be insulated. ■ 2"0 ex. ex. ex. waste ex._ Combination Alarms. waste waste waste �.I. Electrical/phone box on The air barrier shall be installed behind electrical or communicatiori -Plumbing Rise r Combination carbon monoxide/smoke alarms shalll be an acceptable / boxes or air-sealed boxes shall be installed. exterior walls alternative to carbon monoxide alarms. Combination carbon monoxide/ ex. Grade smoke alarms shall be listed in accordance with IUL 2034 and UL 217. 2.0 » 2"0 waste 2"0 ex. ex. / HVAC register boots HVAC register boots that penetrate building thermal envelope waste 2 0 waste waste / waste waste waste waste waste shall be sealed to the subfloor or drywall. tie new waste / When required to be sealed, concealed fire sprinklers shall only be into existing / Project: Job No. 3"0 waste waste line sealed in a manner that is recommended by the manufacturer. Cellar Space C b Stack ex. waste / Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids DiMaggio 1638 / ex. waste Stack / Stack / between fire sprinkler cover plates and walls or ceilings. Scale: File Name : tie new waste 3"0 Waste into existing C.O./ / Existing As Noted 1638-Constrn A „ rite line C.O. 1/4 pitch ex. Waste � / House Trap To existing Drawing No. Cellar sanitary system Plumbing Riser DiagramG1 o 2 not to scale Michael (__�aprrOXlmate remove existing ofe E o'/Ocat/o existing window and prepare Macrina X/stip n existing landing for new double window e%ctr'c service oUnd E FAI landing --------- — "'�e — -- Architect existing _ _ _ approximated location T _ cexisting of existing water service - - - III I I �, Existing ❑ P,c. A.I.A. I I L__J I Mudroom Remove partial wall for new j existingelectric LL_-- Existing d g double window.Temporarily IT meter to be Kitchen support structure above prior i relocated I I existing wm. to removal. ❑ F--and dryer to IIII " 1� I I I be relocated existing generato � TMm r �____J HIE existing I junction box OO dw. IIII f window shorter and prepare to be relocated \ II Existing o replacement ffl LED \ II OO sink Dining Room IIII ❑ IIII �� I 1111 Remove window III remowe door and III I ++ IIII Existing prepare for CIL Bathrm. #1 repllacement L d 21 Main Street 0 ' n exist'g Stony Brook, N.Y. 11790 0 ( ref. pantry existing existing existing phone (631)686-6585 fax (631) 686-6786 C Hall existing HVAC � email MMacrina@optonline.net 0 return existing II Remove Remove m we MMArchitectpc.com 1 closet 1 1 existing existing These plans are an instrument of service and are x the exclusive property of the architect. i I L J L _ outlet HVAC returin a� - �o I Existing Infringements of the concepts and design ideas Remove partial wall 1 — _ _ — X �I presented on these drawings shall be prosecuted Q I as required to access I j _--_ , �' w i existing Powder to the fullest extent of the law. Copyright 2016: new addition II II landin Room Michael Macrina Architect. All rights reserved, no / \ g part of the plans may be reproduced without the Remove walls I� Existing11) expressed written consent of the architect. N1111 IL,� as shown ��� p Living Room LA 0 I Remove window —�I 111 g IIII Remove doors existing 0i as shown ExistinZZ existing �' X g r__-� Bedroom #1 closet Hall Ell L J existing Existing i a existing I existing a/c unit Existing to be relocated existing existing existing existing Deck i I i existing Great Room g Date landing no work to existing I DEMO PLAN LEGEND : .N be performed 9/12/16 Existing Conditions X I _ Existing To Be Removed ______ 9/20/16 Preliminary Review i Existing Walls to Remain � Fill 9/27/16 Preliminary ReviewFirst Floor Demo Plan 10/6/16 Preliminary Review - - - - - - 1/4" = 1 '-O'• X 10/6/16 Preliminary Review-Revised Area To Be Removed 11/9/16 Issued for Construction No work to (� be performed LJ N X N No. Date Description existing existing existing Project exist'g linen Existing Existing Proposed Bathrm. #3 Walk-in exist'g © p [r) Addition and Existing closet existing fireplace existing Existing Bathrm. #2 Renovation Bedroom #3 N o o X For X � X N Dean & existing X a� Barbara N Hall X DiMaggio. ❑ :111E existing existing closet closet 1365 South Harbor Road ex ex _ Existing Southold, NY N N Bedroom #4 remove partial wall aXi a as required to access new addition G Town of Southold existing Suffolk o nt --_--_-� Fl ---- closet rM lr� -II T 7� I axi aXi y 11 II I 1111 _remove ZZ 1L 1L JL J 1 I r asove requiredg J II Iwindow Existing Drawn By: V.0Ait I ISI I for new II IBedroom #2 M P'1 I II addition11 �(`- Checked By: 4i-JL JL_remove—� II�-II--��--�II I f"�window I II LJLJLJII I JLJII I open v1 II 1 -IF i II I f �fIIII existing AC unit 0-4 to below M.A.MIIILL�J111 J J _J I to be relocated !_ , I I existing existing existing existing existing existing roof Sheet Title I remove window >L remove window I to remain Demo Drawings I saw cut wall dto ; Second Floor Demo Plan i I wall as required to � I I access new cellar ; I '1/4" _ -1 ._O.. I I I i L------ ---------------------------J Project: Job No. DiMaggio 1638 Left Demo Elevation Scale : File Name : As Noted 1638-Constrn A 1/4" = 1 '-O" Drawing No. : Anchor Bolts Michael (see Detail) C g (2)2"x6"treated Macrina Sill Plate A5.1 A5.1 UTILITY SERVICE NOTE: Note 'T' Coated Copper Architect , General Contractor Shall General Contractor is to Adjust the Termite Shield Locate & Stake Out All Sill Seal Insulation Top of WallEl „ Height of the New Foundation Wall . .. : r See Note'T' P.C., A.I.A. 26-o Exist g Utilities Prior to to Ali n the New 3/4" PI wd. Subflr. 11 17,-0" addition 9,_Oy Any Excavation. The Utilities g y " ;; � with the Existing Subfloor. „ •. E Shown on Plan are a 8"thick P.C. 4'-3" 8'-6" 4'-3" Approximate Locations Only. Foundation Wall approxi " (unless noted otherwise) cJlx - F mated/oc 8"', 71-2#1 8 • Oa Of existin anono electri�S �C�roundE 12" 5�2"wide 12" Water Proofing 00 4'-7" tall m.o. Membrane To Grade gravel floor ., __ _____________ __ in well Provide 2"x4"Key ; H1 1/2" Premolded Filler o 1 r--------- --- -, I To of found'n o A6.1 At Perimeter of Slab C) H1 steel i do 4" I ° 21 Main Street ladder , Existing poured concrete o N.Y. 11790 � A6.1 , 1 , E Cellar Slab —:� ��•. ; ' Stony Brook, CW24 I align foundation foundation wall plan) o Align with = I I 1 9 (see Ian hone 631 686-6585 egress window 1 walls P ( ) -1-00 ---u �- --9--------- -� u---- -- , E r- - - - - - - - - - - - - - - - - - existing , .:• .:-. :: -• �::.' ,.: _ .o I .� � .:. oo.. = fax (631) 686-6786 t 1 If =v E N o I (2)#4 Rebar 00 ina@optonline.net approximated location m___ _____________ ___ _______________— �, email MMacrina@optonline.net I„l w W W W I W W web MMArchitectpc.com I I --- ----------- -`-� Pin New Wall to exisf9 Compacted " of existing water service , P - These plans are an instrument of service and are . 1 1 •. ., •;.:. - (see detail'2', same sht.) Clean Fill 4 the exclusive property of the architect. . I 8' wide x 16"tall lintel L —————————— ------ -____ y Infringements of the concepts and design ideas C14 1 I with(2)#5 rebars at top oo) 1 16 presented on these drawings shall be prosecuted I , I to the fullest extent of the law. Copyright 2016: . , & bottom. Extend top& , Typical Michael Macrina Architect. All rights reserved, no I bottom rebar a minimum part of the plans may be reproduced without the „ I ex ressed written consent of the architect. i of 12 each side of bearing. _J � -; _ I Foundation Wall p c 1 I cnlrn ti L ^ I 8" 3 I I = n o rn m typ.anchor bolt o "tm o j I CD o l:t N 12" (2) Continuous#4 Rebar (7"embedment) co(D c 1 i `_�i v ti 1 o Above Window `V m I I C I E ~ "� 1 patch foundation PLAN M _—__ The Connection Instructions of the top of wall 1 rn e, o o I __ --' " I A5.1 x -0 rn _ 1 with 8 cmu ---- —� New Foundation Wall to the Existing _� (0-0 ) , i- 3 -(oo 0 I Foundation Wall are as Follows o , I m �, Exist New 1) Clean the Exist'g Foundation of 6: I , Z 1 align new slab any Soil adjacent to the new window f.. (2)#4 1 , ---- - L---i _ I l with existing slab __ --7 Foundation Wall. I rebar ;� , �i W24' 2) Drill a Hole ® 24" o.c. Vertically, 2 . y 2" f Large enou) fo a #5 RTo o ier s yy -- I 3 Install 1 5rRebar in each Hole � y _ _ (3)1/a x9Yz Iyl _ � ) ( �(1)6-0 Long 0 2 do 7 I ;• � - low girder = � & Set w/ Epoxy Mortar. "#4 Rebar Each o I Jw _— 4) Extend each Rebar 12 min. into bottom cornerI r ICantilever Girder the New Poured Concrete Foundation nl ELEVATION Wallof Window Section Thru , CN Elevation of Window Window Header 1 7'-10" 8'-2" H 7'-4" -----� ■ of g i cantilever • Typical Basement o o - 1 " Connection Dtl . Date : 20 1 • o b 1 i o !-: of toilet New(3) 1 %4'x9 y"Ivl Window Detail 1 N 1 I = M c S p Simpson HU610 _ - _ 1 under wall above Not To Scale M I o0 N hanger i above I I 9/12/16 Existing Conditions �, r I _ I 1 9/20/16 Preliminary Review Not To Scale , 0 E I o , > o o i i�— remove existing window and 3'-0" o.c. 6" min. 9/27/16 PreliminaryReview 3 �\ �° 0 I I 1 sawcut existing foundation wall 12 max. 1 (U I -� c °? I I l down to slab for access to new I z m ,� rn ,,;y;,�,; 10/6/16 Preliminary Review To of pier I x �a c I unfinished cellar TYPICAL TYPICAL ' 1 E I ' ' c, 10/6/16 Preliminary Review-Revised do 7' ( o I SPACING CORNERS ry L� 3 1 E E 11/9/16 Issued for Construction To of pier 1 I (3)1%a"x9%z'Ivl , T , z 3 1 `°04 do 7' , low girder = I °O oo ao i q.Washers& o i r J g N I L__ ___ _ __ Pin New Wall to exist'g End Nut Setup (see detail 2,same sht.) s a I 1 , ; ' .:. : :... -�-`1-. Simpson'BPS/a-3 3 ; 7'-10" 7'-10" I -----------------------, hot-di ed alv. c 1 I r _ � I PP 9 No. Date Description o 030 I � r------i NJ N(nc 1AC unit i IAC unit I L 1 Treated Sill Plate Project _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (seeFound'nWallDtl.) 3 New i i i above i i above i L - - ` - E Proposed I = I I ----� I I 5/8"dia.Anchor Bolts i� `� Unfinished L____ (Typical) E� p Addition and I = E A i .. . i Cellar i A P.C.Found'n Wall _ Q A5.1 `D i 1 1 t o A5.1 Renovation Go I 1 1 Galy.Alum.Window T . Anchor Bolt Dtl . areawell with 8"pea-stone i :� � � �.� � yp For floor top of floor to be , I I , a min. of 6"below window i i N of To Scale sill (2 typical) - �---- ----------------------------------J �. 1 NOTES : L _ ------------------------------------�— ao 1. Double All Floor Joists Under Parallel HHS 3.5"dia.x 1/4"Steel Col. Dean & 6. H1 Walls Above Unless Noted Otherwise. Weld to top&baseplate A6.1 A6.1 Barbara 2. Utilize Steel Shims Only Under All Girders. o 3. Wrap all girders that sit in a beam pocket or c Y (s x 1 e x t/2'thick steel base plate TYPICAL on a pier with ice&watershield soft flashing Vapor Barrier r (see detail, same sheet) to prevent direct contact with concrete. DiMaggio CELLAR SLAB 4" Poured Concrete Slab with 6x6 Poured Concrete Slab #W4.0/W4.0 Welded Wire Mesh Lapped 17'-0" 9'-0" (see note same sheet) 11 rJn 1365 South Harbor Road Southold, NY min. o one full mesh wire together at 48"oc over 10 mil.vapor barrier - — — — — • °— — — — _ — — — — — — — — - (lap joints as required)over 26'-0" FOUNDATION LEGEND : on a 4"base course of compacted addition v° F (2)3/4'dia. x 8"long edge gravel to 95% Relative Density. HOLD DOWN CONNECTION ® ° anchor bolts Install a 1/2" Premolded & STRUCTURAL POST = Town of So #hold N ° a. Expansion Joint at Perimeter. B A5.1 New Foundation Wall --------------- a ° Suffolk Co my . #4 rebars at 7"oc On Footing .; .::; each way top of wall (0'-0") ° 0 0 0 Drawn By D aR TYPICAL c E FOOTING & COLUMNS Foundation Plan Lower Top of Wall ------ -------UMT " M.P. � 1/4 1 O (see plan) or------- unless noted otherwise Checked By: ki ��2 n� HHS 3.5"Q) x 1/4" Steel Column _ _ ______ � � on 36"x36"x12" deep M.A.M Poured Concrete Footing New Poured Concrete w/#4 rebars at7"ocE.W. Footing Typical Interior Footing Detail � o� o a (see details, same sheet) 1-1/2" = 1 •-O" � Detail Symbol A2.1 5" Sheet Title : h / Y2" 2" 1Y Foundation Plan I I I I I -Details N I I 1 ° o i HHS 3.5"dia. x 1/4"Steel Col. HHS 3.5"dia. x 1/4"Steel Column 1 Weld to top plate Weld to base plate o 1 i 2" 10" 2" rill for 3/4"dia. bolts I I Drill for 1/2"dia. bolts I l o i O a Project: Job No. DiMaggio 1638 I I Beam Above 1 14" 1 Scale: File Name : As Noted 1638-Constrn A Column Top-plate E>etail Column Baseplate detail Drawing No. Typical Column Cap & Baseplate Details 1 -1/2" = 1 '-O•' 2al Michael Macrina 6" Architect unless noted otherwise on plan ❑ P.C. A.I.A. i a J , S C B A5.1 A5.1 26'-0" t35'-0." f22'-0" Typ. Door Jamb Detail 21 17'-0" (addition) 9' 0" 3" _ .1 '-O" Sony IBrook,eN.Y. 11790 9-2" 3-11„ 4-6" 4-6" phone (631)686-6585 3-11 of window of window fax (631)686-6786 email MMacrina@optonline.net Upper Window Upper Window of window web MMArchitectpc.com apprO�/m New TWT28111 These plans are an instrument of service and are E ated/o New TWT28111 the exclusive property of the architect. Infringements of the concepts and design ideas ° existin �atr= Lower Window Lower Window presented on these drawings shall be prosecuted e/ectric Undetg�°u E New TW2856 New TW2856 to the fullest extent of the law. Copyright 2016: se�,iee 17a egress window egress window Michael Macrina Architect. All rights reserved, no E temp. sash g part of the plans may be reproduced without the p temp. bot. sash relocated expressed written consent of the architect. New - generator Window Well = junction box relocated of new windows to be electric coordinated by contractor steel grate cover - meterexisting tw/ kitchen shop drawings to be painted w_ New TW2856 existing with a 36"x36" TW2656 - will_do�nf= e11-_ E landinglanding access door 6'-10"hid. ht. t TW2656 temp. bot. sash FAI size exact to be determined 6'-10"hd. ht. —r E existing 7111171111111,approximated locationN f9_8" W W W W N rn existing new cabinets of existing water service Loo— „ Existing C ; //r N F r-=== i Mudroom 1/2"drywall clg. r `n N to y iC--- `r A5.1 to be painted reloc�' LO° I w d -H a r'd O f26'-4" veno Z Renovated R/R windows exact.0 o new hooks tilflof __ o size to be determine d v b o� °' E I ao o New �'moduleo'antique z - -- reloc OO w l z a� l q 12'-0" l l dw' l Kitchen 3 I I i Stud oak flooring(#60249) Clg. I 8-0 +I l I ex. dining room) sink s - �, to be glued down to I ! l l sink ( 9 to r I " g , l O 00 Date ° � mI 5 51 / „ "allao m I 16'-1" 2 0° c t7'-6" o ; I o o 9/12/16 Existing Conditions I Il II lIII��II�J11llIIIIIIlfII1J111 3 x Exist g Q I frame drop clg. 0)c iv �, l patch = 4) Ez I 6"x6"reclaimed barn beam °- m I wall Bathrm.#1 __________ 9/20/16 Preliminary Review I to match hall La ° as req'd to -------------------- contractor to provide adequate ° ° 9/27/16 Preliminary Review iC--- �— S.D. a- o L=__ blocking in ceiling to support beams 6 _ N existing 00 I o broom 0) ref. pant existin existin existin 10/6/16 Preliminary Review d °' S n5.1 7 3 ao linen I�1 E pantry 9 9 9 °' ° r-�, 8 m x closet �,,., "- closet =______= 10/6/16 Preliminary Review-Revised 3 e C cv ao o �,.. M �'7i Iex. return Q S.D. ! ~ Provide a min. 100cfm ---'-------------� 11/9/16 Issued for Construction Q;,�0 1 x 1 _ Exhaust Fan, vented �' l ° 3-a o c 5 " -- -------------- --------------- 1, 2 3 l to exterior C.M. a� l - ---- ---- ----- -------------- -------- % �� 3 2 ' „ r-----, i s axi i EXIStIn u�c> 11 -9 4 29 " 42" 29�" x o m — g l i�Ma° New 3attc0" 1 SD New Hall l i � � ` !�� -- -- i NeW existing Pwdr. Rm. U) l l -0 pine floor to ' align floor 'moduleo'antique ' Walk-in i scuttle l g C M No. Date Description ��N match exist --- --- landing p ,�„ — oak flooring(#60249) ---- - ------- - Closet L %/' -� -- Dining Room rn l o to be glued down shelves — _ new ; Project wl _ B strip drain ------_ -------- (Existing Living Room) ,X ___ - 1 `° - sed o l --- ' 0 0 0 0 o - "� new patch floor as req'd i - - - existiing �, ° -0 = i d v°x° ° O0 ;0 8"x8"rain Proposed 3 to co 1 rh v� Cl) `v � S.D. civ head above / -H X o o f aU N M M 1 " 34 2'-1• - - -- -- l 00 Addition and lit" Texisting i i °' i i X l ° ' 1" II JIIIIIIIlI��/1f11111IIIIlI�1111 = e p: a s new controls --- --- closet i l l l ° '❑ � ; 5� _ lF Renovation " fir. r. on Waterproofunderlayment --- --- I Hall l l l 3QI 16-1 � 9 0 I l i t a� E l " o under all the throughout Z (D l ° 6"x6"reclaimed barn beam 51" e -eW. - bathroom&up walls 8"min. i 1 1 l ; For adequateathr --- -- l i 3 ; i C--- blocking in ceiling to support ams 32'x 0" tie oo Provide a min. 100cfm LO Q o o --- rn 1 existing Exhaust Fan,vented l i �� III If1f111111I11It11111J VIII % ,, ,,: is to exterior l l 3 3 o l � (typ.all four barn beams) �,= New TW2856 .� oo N l = 2 E temp.bot.sash , 1 'X l 0� N ro New t A5.1 3 N I ° Existing Dean & .01 CLI "' Bedrm. #1 4 Existing l existing existing existing existing Deck I E, Great Room I z -- , II 1f11111111III1�111J111I1IIII�. — 9Barbara existing (No work to be performed) l ;r, i C - v 12'-0" �'moduleo'antique o x - landing "o d oak floorin #60249 v oo relocated A existin l A = c I M y Clg. 9( ) � c I I c 9 0 1 to be glued down ' m N 3 co o AC unit `� i DiMa ggio o �1 `u°, ,� A5.1 x I ° � � I III Irf1111IIIIIIIIIl1If11III ° ° to �Ceilin to be 1"x8" l 1365 South Harbor Road z aa)i - 'V'groove boards to be Z Southold NY -- i � painted, run perp.to beams"'\ 0, i� ---- Al, xLO l l New TWr28111 NewTWT28111 New TWT28111 Floor Plan Legend : PLAN REFERENCE NOTES Town of Southold mn ' Suffolk County Lower Windows HOLD DOWN CONNECTION � Custom Shower with: New TW2856 New TW2856 New TW2856 & STRUCTURAL POST ►=1 ' -Custom tempered glass partition. i Drawn By egress window egress window egress window �,p q temp. bot. sash temp. bot. sash temp. bot. sash STRUCTURAL POST 0 -Secure the water supply riser from l �� kC (MIN. (2)2x6 U.N.O.) the shower valve to the shower head i M.P. ��'� A. 4 h/ to the permanent structure. TALLER / LOWER WALL x -Shower to be equipped w/ ------ ------------------I Checked By: F1 I of window pressure balance control valves. exist'g lLfffffil M.A.M of windows & bathrm. NEW WALLS ,..,. -Surround to be the over 1/2" cement bd. existing fireplace existing . & ridge 8'-6" 8'-6" 4'-6" 4'-6" 36" wide x 24" deep x 36" tall Vanity ABOVE SUBFLOOR A.S.F. �B 17'-0" 9'-0" Counter top to be selected by owner SFJ N� 26'-0" SOFFIT / WALL CABINET (5) 14" deep wood shelves to be painted Sheet Title (addition) ABOVE ABOVE _ _ _� Space shelves equally (1) al deep shelf set 6sh A.F.F. �C First Floor P I a n TECO = INSTALL SIMPSON STRONG IJ metal rod set 2" below shelf B TIE JOIST HANGER E� (1) 14" deep shelf set 68" A.F.F. A5.1 F❑ R/R 28"x80" door �, frosted glass First Floor Plan Note : Install all smoke & carbon monoxide mann to -1/4" _ .1 .-0.. detectors throughout home as required by the 2015 I.R.0 Project: Job No. DiMaggio 1638 Scale: File Name : As Noted 1638-Constrn A Drawing No. : 2m2 Michael Macrina Architect , ❑ P.C., A.I.A. a 0V" 21 Main Street Stony Brook, N.Y. 11790 phone (631)686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com These plans are an instrument of service and are C the exclusive property of the architect. Infringements of the concepts and design ideas A5.1 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2016: Michael Macrina Architect. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. i B New(3)2"x10"hdr. New(3)2"x10"hdr. A5.1 for both upper& for both upper& lower windows lower windows Continuous(3)2"x10"hdr. New(3)2"x10"hdr. Existir —— C Mudroo, Renovated new (2)2"x4" Kitchen Kitchen post I L j I I ----------------------------------------- I I I t ----------------------------------------- I - I ' I X New 00 r----, I I new Study I ' I I I `✓ (2)2"x4" I I i i Date I v, ( ) I I / O 0 post 2"x10"C.J. at 16"oc I �q d I 0 OO (18'length) 0�►11 I EXIStll1g 9/12/16 Existing Conditions I I 9/20/16 Preliminary Review l ------------------------------------------- - , , Bathrm. #1 ry (2)6"x6"low beams I I >, I I 9 2 16 re Iminary Review hdr. 10/6/16 Preliminary Review New 2"x6';C.J. at 16"oc linen broom closet closet -------- 10/6/16 Preliminary Review-Revised set at 8'-0"A.S.F.to ------- match hall ceiling © 11/9/16 Issued for Construction -- -----_ ---------- CD ----0 22x10 - IIII x --- New(3)2"x10"low hdr. double frame�If ,I) (3)1%4'x9/2'Ivl iii ----_--_ Bathrm #2 Existing around scuttle 3 with hanger `i hI Low hdr. 1%4'x18"Ivl Roof Rafters ------_ --- gill, I No. Date Description z g Ili III t 3)2"x6"post I I top to be tapered, see section -___--- �-__-_-J each side ----------- - IMNOW ,,i Project ;, � iia:; do/%,, /% � ------- i 1 (2)2 x10" , New--- ----- Dining Dining Room Proposed o I _______ Addition and 1 � I I I I � -------------------------------------------- Renovation I b ------ I I I I I �� ' --J — - I I I I N --------------------------------------- ------- i ; Hall I For I v Ne ------- 3 New(3)2"x10"hdr.—� atter , I I I z j ------ I I IC_= ------ � i I Dean & New(3)2"x10"hdr. i I New x / / I N Bedrm. #1 Existing Existing v _________________________________________ % Deck I Barbara z ------------- Great Room (No work to be performed) I C_-- New 2"x10"C.J. at 16"oc i A (18'length) A DiMa ggio A5.1 ------------- X ---------------------------- x I _________________________________________ N ' 1365 South Harbor Road I I I v v I a3inew ;D Southold, NY Z (2)2„x4„ Z posts I 77 /77777 I I I New Continuous(3)2"x dr. Town Of Southold for both upper&lower windows B Suffolk County I I Drawn By : V.ED M.P. Checked By: w n First Floor Structural Plan ------ M.A.M * ! Z g6 0 NEW y Sheet Title First Floor Structural Plan Project: Job No. DiMaggio 1638 Scale: File Name: As Noted 1638-Constrn A Drawing No. : A2m3 Michael Macrina Architect , ❑ P.C. A.I.A. a ❑ 4, 7y�y ❑ 21 Main Street Stony Brook, N.Y. 11790 phone (631) 686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2016: Michael Macrina Architect. All rights reserved, no C part of the plans may be reproduced without the A5.1 expressed written consent of the architect. B A5.1 flush rake to match existing pack—out existing existing existing ---- - -- ---------------------ii I I 6" fascia overhang exist'g r linen Existing Existing L I I I --------------- --- Walk-in __-____37__----_----_ g Bathrm. #3 Closet K kc I 1 "0ir. Existing no work to N I Bathrm. #2D 11Dno work to Existing no wort o be performed0 be performed 2"x8"R.R. , i be performed k-1 at 16 ; Bedroom #3 :X �111111 I 1 no work to be performed F °' I I I N I I I +wood brackets 1 I I I g I I � . below 2"x10"R.R. at 16"oc 2"x10"R.R.at 16"oc 1 i � Date m 7 c 1 + 12'len th 12'len th I I 0 n � S.D. `9 �, 9/12/16 Existing Conditions I ( 9 ) ( 9 ) I I o w X existing X I I 1 ; (E a o 9/20/16 Preliminary Review - N > M 9/27/16 Preliminary Review �_- -� , U _--------_-_-_-_ - _-_-_-_-_ S.D. Hall ,� Q 1 r 10/6/16 Preliminary Review 2 1 1 !� no work to C.M. be performed p --------------------------------------------z -------------------� 10/6/16 Preliminary Review-Revised II II II I , r-------------it------ ------------------- L iL__________________� ______-_-----__-----� L ----J I L----- ❑ i i i i i , LJ 1 11/9/16 Issued for Construction -------------------� ---------i i---------i i ----- ------ existing existing I I 1 1 0 closet closet ❑ � I I 1 1 I I I I I I 1 1 EPDM Existing 0 i L roofing ----- ---- I I I I I I 1 N l i i i i i 1 :N :N ------- ------- Bed rm. #1 i i i i i i No. Date Description I — I I I I X X ------- ------- I I I I I I I I 1 I_ ____________ ________ a' S D °' no work to be performed I I I I 1 1 --- ---------� i rn existin E- .9----------- J Project L-------------------- ------ 9 _ r �. ------- ------- closet 1 Proposed I I I I L N --------------- X X 1 L------------J I I I " I I X I r-------------- I I I ' ' a -----�------ Addition and r Existing ------A------- I I L2 ; "X ; ; Bedroom #2 ---------------- - �� Renovation wood brackets 1 1 " I I ------- ------- 1 below 1 1 12 1F7 -2 1 1 1 1 1 1 1 N _ no work to be performed ------- -------- 1 1 1 1 1 0 (� 1 0 I I i� -------------- I I I I I FOC � 1 1 r l Iopen 1 1 1 1 I I to below -3 ----- 1 , I ----- -------- ; ; 1 1 e x i s t i n g ro o f II I - ----------------- --- --------------- r I II 2"x8" R.R. 1 1 I F - ! ----------- t o r e m a i n Deanat 15"oc '1 1 6" fascia overhang 1 & existing existing existing existing existing 1 1 1 I I I I 1 Barbara I II -C I I I 1 . . I A > A II II , 11 1 D � Ma io 1 1 A5.1 1 1 1 1 0 A5.1 i i i i I 1 1 I I I I I I 1 wood brackets i 1 1 ; + , 1 1 1 1 I 1365 South Harbor Road below Southold, NY CD L-------------------- --------------------4- L I = II II --------- ----------- ----------------------- II II B II II I flush rake to match existing pack—out A5.1 Town of Southold I I 1 1 I Suffolk County I I I I I Note to Framer: Roof Plan Legend: I 1 Drawn By All overhang sizes noted on ; M P g44OREA Rc WALL roof plan are rough framing -____________________________ I I 1 ; v P�`• .� ,• P 9 9 BELOW ROOF I I 1 1 � Second Floor/ Roof Framing Plan 12 1 1 Checked By: _ g from outside face of stud wall INDICATES ROOF PITCH i i i rJ 1 M.A.M * ` ! L-------------------- --------------------J + _ --------------L- 1/4 • — 1 •-o•• to outside face of sub-fascia AX � _ _ N _ • & sub-rake. BEARING WALL - - - BELOW ROOF I_L7_LZL7__L�7_I- ❑ � i3xt�s e �oQ- °�f( w INDICATES POST BELOW ® Sheet Title INDICATES STRUCTURAL - - BEAM BELOW ROOF Roof Plan INDICATES SEQUENCE z -Ex. Sec. Fir. Plan OF ROOF FRAMING Project: Job No. DiMaggio 1638 Scale : File Name : As Noted 1638-Constrn A Drawing No. : A2m4 Michael Macrina Architect , ❑ P.C. A.I.A. a existing roof —�- top of ride Rake board to match existing t O r e m an i F 12 - _ 12 I 10 10 _ tapered cap, moulding and 21 Main Street TF trim to match existing over Stony Brook, N.Y. 11790 - 5/4"pack-out _ _ __ _ _ __ _ i phone (631) 686-6585 first floor late _ __ Fascia board tofax (631)686-6786 match existing ex TexF :H] ex 7EF1__J email MMacrina@optonline.net 6" 6' iH1 web MMArchitectpc.com .- oh oh These plans are an instrument of service and ore a, LIL the exclusive property of the architect. Infringements of the concepts and design ideas existing siding Copyright 00 presented on these drawings shall be prosecuted .� ne ne ne c Michael Mlac naxArchitect.hAllarights reserved, o t O r e m a i n port of the plans may be reproduced without the i 1_i L continuous soffit vent to match existing expressed written consent of the architect. 24" - - oh N OHULI FM - N 22"deep by 30"tall [TTIIFIF 3.5"wide wood n I brackets o ne ne ne - - - n gl ss gl ss gl ss gl ssT= ex I 1� eUE ex first floor subflr. - - TT7Dsoffit board toT fl TT -�HHT ex. match existing I I I Typical Siding Typical Board and Batten siding to consist of: i to match existing I 1"x2"Clear Cedar vertical battens over I I Date 1"x10"Clear Cedar vertical boards w/ 1/2" I space between boards for expansion I I 9/12/16 Existing Conditions over 30#felt underlayment I I I 9/20/16 Preliminary Review I I I I I I 9/27/16 Preliminary Review I I I 1 I I I 10/6/16 Preliminary Review r1--------------------------------------------J_r----------------------- t_----------------------------------------------L----___—_______________ 10/6/16 Preliminary Review-Revised Front Elevation 11/9/16 Issued for Construction 1/4" = 1 '-O" No. Date Description Typical Roofing Exterior Trim Boards Project : Yellow Alaskan Cedar Shingles to match existing, Material Proposed to be number 1 grade, Blue Label and installed as All Exterior Trim Boards are to be'Azek'or equal. Addition and per the Cedar Shake and Shingle Bureau over Installation Renovation 5/4"x3"spruce lath over roof rafters. Eave Protection Install as per manufacturer specifications: Install (1)Layer of Ice&Watershield (self-adhering -Install 2 fasteners per every framing member For polymer modified bitumen sheet)from the eaves edge for trim board applications. to a point at least 24"inside the exterior wall -Install over flat,solid substrate. line of the building. -All'Azek'Joints are to be Glued with'Azek'adhesive e . continuous ridge vent and cap Low Sloped Roof Protection (2:12 to 4:12 pitch) -Utilize stainless steel fasteners Dean & to of ride _ _ Install (1)layer of ice&watershield over the plywood sheathing instead of the 30#felt paper. Gutters Barbara Fasteners All Fasteners are to be corrosion-resistant with a All Gutters are to be K-style Aluminum to match existing. All Leaders are to be 3"dia. Round Aluminum DiMaggio Fascia board to minimum penetration of 3/4"into the lathing. Al match existing. typical roofing match existing Use(6)fasteners for each shingle. Ventilation All Ridges are to have a continuous vent. Flashing 1365 South Harbor Road All Soffits are to have a continuous ventilation Southold, NY first floor plateFor all Horizontal Wall to Roof Intersections, Typical Siding Install Aluminum Coil Flashing. to match soffit existing _Metal flan in _ _ _ tai _s bu§ h�itl - frieze and cornice moulding For all Sloped Wall to Roof Intersections, continuous soffit vent � st I c tin ou .. I d, _ _ lli$tall�oh'tihu _ __ _ _ I _I I- _ ng _ _ _ __ _ _ I I to match existing 18"Western Red Cedar Certi-Grade perfection Install Aluminum Step Flashing. Town of Southold ex shingles to be Number 1 Grade, Blue Label and Suffolk Count °' _ All Window Drip Caps to be aluminum. s I —_- — - — installed as per the Cedar Shake&Shingle Bureau P P y I o, soffit board to match existing metal lmt roof Drawn to match existing. over 30#Felt PaperDrawn By (to match existing) p C over 1/2"Plywood Sheathing M.P. M yl N. � FIF iv a Exposure Checked By : 4Q � / ln22"deep by 30"tall ne 6" Exposure To The Weather(to match existing) ef M -�i rt 't f a MAIM a 3.5"wide wood , brackets 5/4 x4 casing to FinishLl 1 match existing to be selected ,s L I N �2g6 OQ' ne ne a ne ne ❑ Corners gl s gl ss °' gl s gl s ex 5/4"x6"Comer boards with 3/4"quarter round Aaz NBA to match existing. Sheet Title first floor subflr. 5/4"x6"corner board with Fasteners with 3/4"quarter round q Attachment for each shingle shall be held in place Elevations to match existing by two hot-dipped zinc-coated, stainless steel, or aluminum nails or staples.The Fasteners shall be Ilii I long enough to penetrate the sheathing by a min. -Front Elevation iLlnew =J� i i ILlnew �J i I sill)to match existing of 1/2"and shall not be overdriven. �_______� L_ _J i Staples shall not be less than 16 gage and shall -Left Elevation I have a crown width of not less than 7/16", and Typical Board and Batten siding the crown of the staples shall be parallel with I I the butt of the shingle. I I Installation The Bottom Course shall be Doubled. Project: Job No. DiMaggio 1638 I r1-----------------------------------------------------------------------------------------------J-1 Scale : File Name : L------------------------------------------------------------------------------------------------ As Noted 1638-Constrn A Left Side Elevation Drawing No. 1/4" = .1 .-0.. a Michael Macrina Architect , ❑ 1,177 P.C., A.I.A. a a existing roof F t O r e m el i n _ _ _ _ _ _ _ to of ride 12 _ 12 10 : - 10 r71� tapered cap, moulding and Rake board to 21 Main Street trim to match existing over 11 1 TTI I -- match existing Stony Brook, N.Y. 11790 5/4"pack-out phone (631)686-6585 LLI-11 IT fax (631) 686-6786 ex ex ex. - _ _ _ first floor late email MMacrina@optonline.net 6" 6" web MMArchitectpc.com Oh Oh These plans are an instrument of service and are the exclusive property of the architect. U— Infringements of the concepts and design ideas rn 1 2 _ — presented on these drawings shall be prosecuted existingsiding ne - ne g to the fullest extent of the law. Copyright 2016: �1 0.5 1 Michael Macrino Architect. All rights reserved, no patch siding t O remain frieze and cornice mouldingZ[a _ Q, g to match existing N c part of the plans may be reproduced without the v expressed written consent of the architect. - - _ 24" Ell I s oh z rn I 0 ® ® I N � " 1 - - 22 dee b 30 tall -0 +� P Y i _ - -- --. .1- 3.5 wide wood ex. ne ne ❑ ❑ ex. s o 21 brackets II ' ❑ ❑ ne ynef ne 5/4"x6"corner board with ex ex e . — - gl s - 911ss gl ss with 3/4 quarter round ex to match existing - -� first floor subflr. -i 77 relocatedI I I 1 Typical Siding 1 1 I Typical Board and Batten siding 1 generator to match existing 1 I I junction box I I I I Date Rear Elevation 9/12/16 Existing Conditions 1/4" = 1 '-O" I I I � i 9/20/16 Preliminary Review I I I I I 1 I 9/27/16 Preliminary Review 10/6/16 Preliminary Review I I II I rl ,J---------,J----------------------1l----------J1 10/6/16 Preliminary Review-Revised L-----------------------J----------- ------------------------J----------J 11/9/16 Issued for Construction No. Date Description Project _ Proposed Addition and Renovation For continuous ridge vent and cap Dean & to of ridge TI TT - - - Barbara - typical roofing r` DiMaggio I - Fascia board to 1365 South Harbor Road match existing Southold, NY first floor plate continuous soffit vent - - - Town of Southold to match existing L _ _ run EPDM roofing membrane TI - " 12"min. up adjacent wall - Suffolk County 00 soft board to - 1 match existing �;, Drawn By D ARC n M.P. 4�� A yds r ac 16\ j Checked By: to vZP �� c1 M.A.M . 31286 y0Q' ne ��F E gl ss q Sheet Title : 5/4"x6"corner board with with 3/4"quarter round LV to match existing _ _ _ _ _ first floor subflr. Rea Elevation e"at'O lit sill to match existing 1 I I I I I Typical Board and Batten siding I I I I I I Project: Job No. DiMaggio 1638 I I II Scale: File Name : rL-----------------------------------------------------------------------------------------------�� ------------------J As Noted 1638-Constrn A Right Side Elevation Drawing No. 1/4" 1 .-0" 0 Michael Macrina Architect , Ridge Board S1 ❑ P.C., A.I.A. (see roof plan) A6.1 a 12 12 w .�. ..' 1 0 1 _ 10 Roof Rafters see roof Ian I h i I S2 New S2 r A6.1 Unfinished Attic A6.1 6" Ceiling Joists „ (see first fir.structural plan) - j 21 Main Street oh oh first floor late Stony Brook, N.Y. 11790_ _ _ _ _ :a� 3 �} ❑ ❑ � � � � � � , 2"x10"ledger secured to 3'-3" 3'-3" phone (631) 686-6585 each wall stud with 1/4" fax (631) 686-6786 low beam beyond S2HEHI 114" itch 1/4" Itch S2 dia.x 4"lag bolts at 16"oc 1 2 pitch _ P 1 2 email MMacrina@optonline.net 1:2 A6.1 3[ - -- - 3 A6.1 web MMArchitectpc.com — — 'I 0.5 New _ � L -- These plans are an instrument of service and are Bedroom #1 first floor plate _ _ — `' „ the exclusive property of the architect. Install 2"X6"cross 6" 6 S9 Infringements of the concepts and design ideas 2"x6" rafters blocking at mids an ob Roof Rafters oh presented on these drawings shall be prosecuted at 16"oc „ g P A6.1 to the fullest extent of the low. Copyright 2016: 24 0, (see first flr. structural plan) �v+ Michael Mocrina Architect. All rights reserved, no New part of the plans may be reproduced without the _CNI s expressed written consent of the architect. N o Exterior Wall Assembly New \new Study N �' .� opening .r a _ i _ - I L w/double.tofe-cut late&Isntuds at eshoe6„late L �' Laundry New P 9� Bathroom � PP 9 P Exterior Wall Assembly -_ -_ 00 1/2"CDX rated plywood sheathing � Room Hall 2"x6"xl2ft.pre-cut wall studs at 16"'oc j ❑ ❑ to be fastened as per nailing schedule CL ❑ w/double top plate&single shoe pllate ! IF_ --_, -- 3/4"rated plywood 1/2"CDX rated plywood sheathing S10 subfloor to be glued S10 to be fastened as per nailing schedulefflr and nailed to F.J. Floor joists A6.1 first floor subflr. first floor subflr. _ _ _ (see found'n plan) steel grate cover to of found'n wall _ _ _ 1� 1 i s L to of found'n wall _ _ _ ' teco teco � o e painted with a F36'x36"access door lqr — Floor joists New Flush beam L Floor joists I see found'n plan) (see foundation plan) (see found'n plan) I ( P ) New Low girder I NeW , (see foundation plan) I ICY, ImMER g ( I Unfinished New I Cn \newI Window Cellar Lo X oX , I i WellopenngUnfinished •f oo Cellar I 00 0 co 0 new column New / I +l o I ++ o -H a 6 (see foundation plan) Unfinished I egress window E F "E I I (see fnd. plan) Date o s Cellar Poured Concrete Slab I Poured Concrete Slab 9/12/16 Existing Conditions (see foundation plan) (see foundation plan) _UVl -I to of footin to of footin with existing lab Top of slab to align 9/20/16 Preliminary Review — — — — w �n s l l ti,. . 9/27/16 Preliminary Review —— 1 L----- ----J —— A2.1 new footing 1 10/6/16 Preliminary Review Section (see foundation plan) A2.1 V 10/6/16 Preliminary Review-Revised 1/4" = 1 .—O.. Section P a rt i a I Section 111/9/16 Issued for Construction No. Date Description Project : Proposed continuous 5/4"thick window 6"x6"decorative reclaimed barn beams Addition and stool to wrap room all sides to be secured to ceiling structure 777777777777777- - Renovation 1"x8"V-Groove boards at For ceiling to be painted TH H� I horizontal reclaimed barn boards w/tight joints 1"x3"painted trim board Dean & 1'W"flat casing to match existing Barbara _TF FT [T IT TF, oo, vertical reclaimed barn boards w/wide joints ■ J ❑ ❑ ❑ ❑ ❑ DiMaggio.3/4"thick stool to match exist'gFF L-L _111F,11 a © 9 a ( Big ) © ® 1365 South Harbor Road Southold, NY glass doors electrician to consult 7-1/4"base to match exist'g w/owner regarding exact height 1"x4"apron to match exist'g Town of Southold Suffolk County New Bedroom #1 Interior Elevations Drawn By: 1/4.. = 1 '-0" M.P. ,yg A. )it Checked By : �,� �v* � ( M.A.M 6"x6"decorative reclaimed barn beams w to be secured to ceiling structure � ,� �0 12 6 y0� - — 0IJ It E� painted drywall ceiling Sheet Title continuous 5/4"thick windowF IF Sections stool to wrap room all sides 1"x3"painted trim board -Interior Elevations painted drywall Ll ❑ ❑ ❑ ❑ 1"x4"flat casing Project: Job No. 7-1/4"base to match exist'g O to match exist'g DiMa to 1638 g g 99 Scale : File Name : ellectrician to consult As Noted 1638-Constrn A w/owner regarding exact height Drawing No. New Study Interior Elevations a 1/4" = 1 '—O" STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. Michael FILLER BLOCK NOTE. This schedule does not include nailing for metal framing NAILING SCHEDULE . Table 3.1 (w.aming)strops Contractor to contact local building dept. for required strapping Inspection. (see section for strapping and requirements section for rough Macrina opening framing requirements). A All nailing is a general specification It applies unless noted otherwise. rC h I�e Ct PLATE ONE 16d Joint Description No.of Nails Nail Spacing 1-IIP Porch / Deck Strapping Details 7 TO FILLER RAFTER BLOCK ROOF & CEILING FRAMING TWO 16d THREE 16d SIMPSON STRONG-TIE , P.C., A.I.A, TO FILLER Rafter to Top Plate (toe-nail) (3) 8d common Per Rafter �'CS20' Coil Strap BLOCK Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist 'n (3) 8d Nails over every rafter SIMPSON STRO -TIE » a v, \ HCP2 (single hip after) 2 x Ledger fastened 16d Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap _ (3) 8d Nails o 'HCP4' (double hip r ter) u to Wall structure STAGGERED Ceiling Joist laps over Partitions (face-nail) (2) 16d common Each Lap o ; 12"O.C. RIDGE (5) 8dx1-1/2" Nails b joist hanger VERTICAL Collar Tie to Rafter (face-nail) (3) 8d common Each End BOARD 16d 12"O.C. ° to rafter TO SPACER Blocking to Rafter (toe-nail) (2) 8d common Each End o See Rafter t0 B m t0 STUD Rim Board to Rafter (end-nail) (2) 16d common Each End ROOF ° _ (2) 8dx1-1/2" Nails Post Strappin etail (S5) ; STAGGERED ROOF RAFTER to plates PLATE I • WALL FRAMING RAFTER WALL THREE 16d FIII Void with STUD TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common Per Foot Q c o \\1 10d TOE- BLOCK To Plates at intersections face-nail 4 16d common Joist-Each Side SIMPSON STRONG-TIE 1 Rigid Insulation - NAILED p ( ) O H2A at each rafter 1 Prior to Sheath'g TO SOLE ° Stud to Stud (face-nail) (2) 16d common 24" o.c. " Header to Header (face-nail) 16d common 16"o.c. Along Edges (5) to stud /2 Nails joist hon SHOE rn to stud 21 Main Street Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud `/J Rafter to Rafter Roof Rafter to Plate Hip Rafter 2"x Led r fas ned Stony Brook, N.Y. 11790 N to wa structure hone 631 686-6585 Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot S1 Connection Detail S2 to Wall Stud Detail I p ( ) • End Jost, or Blocking (face-nail) r� to Plate Detail I I fax (631) 686-6786 SHOE Po h Rafte FLOOR FRAMING n email MMacrina@optonline.net Joist to Sill Top Plate or Girder (toe-nail) (4) 8d common Per Joist �j, SIMPSON STRONG IE (5) 8d Nails 'Simpson' H2.5 A C nneetion web MMArchitectpe.com MTS30 Twist ap ss e m b I Det •I These plans are an instrument of service and are i I of typical exterior of typical Bridging to Joist (toe-nail) (2) 8d common Each End ( 1 ' Detail Detail p ii 14 10d N 'S Total the exclusive property of the architect. partition intersection exterior corner post Blocking to Joist (toe-nail) (2) 8d common Each End I-Joist ( ) ( ) Infringements these the concepts and design ideas •. hip / valley presented on these drawings shall be prosecuted Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block after ° rafter to the fullest extent of the law. Copyright 2016: riot t0 SCale o rafter Simpson L70 Michael Macrina Architect. All rights reserved, no not t0 SCale Ledger Strip to Beam (face-nail) (3) 16d common Each Joist L '' p part of the plans may be reproduced without the I expressed written consent of the architect. Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist Beveled We • I'I Roof Beam Band Joist to Joist (end-nail) (3) 16d common Per Joist Stiffeners Re ed '''' p _ NAILING & STRAPPING at Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot (� Both Sides Plate ' o A ° com n ° —(3) 8d Common Nails ° at Each End of Strap EXTERIOR WINDOW / DOOR HEADERS ra ROOF SHEATHING � ° Structural Panels (see zone diagram) : o Wrap CS20 Strop Co inuous (Required for all New Construction and/or New Additions) O •' ( o Interior Zone 8d common 12" o.c. •' From Porch Bm. ov Roof Bm. 8 at ° Back Down to Por Bm. Perimeter Zone 8d common 6" o.c. u +, AS Shown O SIMPSON STRON TIE m NAILING SCHEDULE B : (Wood Frame Construction Manual) Gable Wall Edge Zone 8d common 4" o.c. f- • , N CS20 Coil Str ° ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS CEILING SHEATHING over every st ° Load-Bear' Hollow Gypsum Wallboard 5d coolers 7" Edge / 10" Field 8) 8d Nails Fiberglass olumn Notation Rough A B C D E F WALL SHEATHING T-Joist Roof Ra r to Porch Roof Ra r to Common Rafter o Opening Structural Panels 8d common 6" Edge /12" Field 4Plate to Stud Deta Beam to Post De it H I ( ) 6 /Valle Rafter ti. 3 ad End of Nails 2'-0" 2 (1) 2X4 1 1 1 1 Gypsum Wallboard 5d coolers 7" Edge / 10" Feld at EOC End of Strap 4'-0" 4 (1) 2x4 2 2 2 2 FLOOR SHEATHING (Subfloor) Porc Girder 6'-0" 6 2 2x4 or 1 2x6' 3 3 3 3 Structural Panels to Beam trapping Date ( ) ( ) 1" or Less 8d common 6" Edge / 12" Field pson H2.5 plate Post 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 Greater than 1" 10d common 6" Ede 6" Field (4) 8d Nails 9/12/16 Existing Conditions See Rafter to Plate to e / N If cripple studs are utilized over (10) 8d Nails g 10'-0" 10 (2) 2x6 4 4 4 4 Stud Connection Detail NOTE. Maximum wall height for 110/ 120 mph zone, exposure B do spacing ® 16" o.c. .� (8) 8d Nails second firT . LENGTH header,then provide one CS20 All, 1111,10, dill, 111, 9/20/16 Preliminary Review is 14 feet, see plan for additional specification if applicable. �- CUT strap from top plate to cripple stud 12'-0" 12 (2) 2x6 5 5 5 5 1 opening framing requirements). p LENGTH header &from cripple stud to header 9/27/16 Preliminary Review 1 SIMPSON S ONG-TIE Notations : (4) 8d Nails 'CS20' Coil ap N 4 8d 10/6/16 Preliminary Review i Z over ever stud ( ) Nails embed D.G. CS20 A. Number of 8d nails at each end of strappin s I i O i LENGTH CUT in concr a 10/6/16 Preliminary Review-Revised g J (4) 8d Nails ry B. Number of sill studs on the flat (does not apply to doors) A Notes: Q SIMPSON STRONG-TIE 11/9/16 Issued for Construction 1. Sheathing As Part Of Shearwall Segment (SW.S.) Where Notes On Floor Plan, 3 • SPAN SIMPSON Coil Strap C. Number of full height king studs at each side of header Shall Be Continuous From Sill To Top Plate Or Adequately Blocked At Joints. Ip over every jack & king stud D. Number of 16d nails end-nailed through adjacent kin stud to end B 8d Common Nails @ 6"oc Edge And Field. [ SIMPSON STRONG-TIE w -a Concrete Pier 9 J 9 .� CS20 Coil Strap of header at each side 2. Hold Down Required At All 4 Corners Of Structure Unless Otherwise Noted. Q over every stud first floor (4) 8d Nails allow Porch Column y E. Number of jack studs at each end of headers (assume double headers) C E /� y No. Date Description Design Len th } Design Len th �L Provide strap for o Deck Assembl Det II F. Number of 16d nails end-nailed through adjacent jack studs to t I 0 LEEND NGTH each jack stud when Project (4) 8d Nails (8) 8d Nails multiple jack studs end of sill(s) at each side (does not apply to doors) Proposed =TIi _Tt +� IQ p are required p I II I �i. II II I I' N N rim joist CONNECTION OF MULTIPLE PIECES I II q I I J I 9 h) I 1 I 11 I Plywood Sheathing V l� � � Addition and i OF TOP-LOADED BEAMS( ) (4) 8d Nails 8d Common Nails i, I I I Roof Beam (� (� Renovation 1%4'Width Pieces: IV , li Ul ® 6"oc Edge & Field iV it ii Ui � —Porch Roof Rafter to Be i Gable Stud Wall First Floor to Seco Jack Stud at to Post Strapping (S5) • Minimum of 3 rows lOd(3"x 0.128")nails at 12"o.c. 11 II I I��~� %iii S7to Wall Stud Dtl. 8Floor WaII t D "IS9 FOr Sud et Header Opening • Minimum of 4 rows lOd(3"x 0.128 )Halls at 12 o.c. i iii q li i Solid Blocking �f1i�i p g for 14"and deeper beams • If using 12d(3%4')or larger nails,the number l i li I I it iii--ori of nailing rows may be reduced by one. �9 I Ili I 11�I Solid 4"x4" r 6"x6" Wood Post Dean & L== Inside Hol w Collumn Hold Down ' N (8) 8d Nails 3�"Width Pieces: i � p /see plant • Minimum of 2 rows%"bolts at `for detail) '- SIMPSON STRONG-TIE 24"o.c.staggered IVLIMto 'CS20' Coil Strap Loa Bear'g Hollow Barbara over every stud SIMPSON STRONG-TIE Fib glass Column (1)Loadmustbeappliedevenlyacrossentire beam width.t b eapplied evenly a rosy orside-loaded beams. / 'CS20' Coil Strap W over every stud SIMPSON STRONG-TIE (8 d Nails DiMaqqio Additional nailing orbolitingmay be Plywood Sheathing at Corner Installation Detail 'CS20' Coil Strap a (10) 8d Nails required with side-loaded multiple-member beams.Refer to current product literature. Q (8) 8d Nails over every stud a00 Rim Joist (2) 8d Nails N bed H.D.G. CS20 1365 South Harbor Road (8)) 8d Nails 'Z-Max' \e in oncrete Southold NY PSPN516Z _ ub tie RPS28 MSTC52 � SIMPSON STRONG-TIE 5�\QUO blocking �� E—C trete Foundation 11111, dill, Space one wrap undeiir _ ;, . v stud for sill pate .. .,..:......:. . ( ) 8d Nall '•' e er I � 5 s ° o t� Town of Southold L a\5� II I o 1 't� 8 8d Nails h Soli Post P r lumn _ OS O C Suffolk Count II I Y - I , II II fo dation FIII sill late I I�I I P to ound n Assemb Dtl. I •, I FIII ist hanger l I I Drawn By: (12) 861-1/2" Nails Simpson' H2.5 RV-D�R LI foundation c II ti III (8) 8d Nails 5 8dx1-1 2 Nails M.P. I� wall ( ) / M I III II IIS � ;� C► � ATER OR E PIPE Q Checked By: Wall Stud to Wall Stud to ill PI Cantilevered Wall ud M, -+ RIDGE S 'y a 1 Rim M.A.M f S O Joist Detail 11 a 2to Rim t 'll Pt Garage Wall o Si late D all F. m ATTIC T 31286 O� NS1 SS1.5 ,s F NES `1 STRAPPING INSTRUCTION Beam to Joist Strropp' g y� w S Sim son H2.5 hot- ed alv. Sheet Title �a NS1 c NV Solid Corner Post 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel o °, a BLOCKING 2, BAYS N or 'Simpson' Equivalent CS20 (coiled strap) C s deck ledger BACK @ 48 o.c. — ' (4) 8d Nails Deck Joist r _ St app g Details 8 o L v 2-16d Common,_ SIMPSON Unless Noted Otherwise. tail, same sht. STHD14RJ (House walls) Note: 2. Use Stainless Steel Straps & Fasteners or for'attachment NS1 a '° SECOND FLOOR nails @ 6 o.c. t : STHD (Garage walls d Corner Post-� to house Q ( 9 ) Re Required at each Hot-Di ed Galvenized When in Contact > � � q PP 3 N iii n a h. W � with A.C.Q. Lumber. Sc h, S 5'(, �; buildin corner nless :; a o Q g > z noted other se (4) 8d Nails Porch Gi er = 4J SIMPSON U5 3. Install Strapping For All New Construction. c Y LINES C \ Details And where noted on Ions a S v P -Framing " � I Blocking 5 8 dia. -16d Common Post Beam Strapping / ,> 4. Install Strapping for Each of the Following: Simp n H2.5 (hot-dip ed alv. > HSS2-3 SDS1.5 +r �= t @ Endwall Threaded Rod nails @ 6 o.c. P g ) _ BLOCKING 2 BAYS .J Post U _ for full length -Rafter to Rafter over Ridge r NS1--*- ELECTRICAL WIRING BACK @ 48" O.C. g (4) 8d Nails of stud -Rafter to Plate to Stud C y� Blocking a -Hi Rafter to Plate to Stud FIRST FLOOR ONE #4 I p Project: Job No. o ,�z second floor c O ; ��\ ��!, • • . ;.. REBAR @Endwall II a -Common Rafter to Hip/Valley Rafter DiMaggio 1638 i �PSPN516Z LOAD BEARING WALL(with HVAC Chase) .;�.. . i a �(� I o -End Wall Studs to Wall Studs embed H.D.G. CS20 MSTC52 U •, - 1^ et PSPN58Z co I Scale : File Name : ' to I I � -Header to Jack Stud concrete Mr C 3 �C�° = As Noted 1638-Constrn A a, -Jack Stud to Rim Joist O ��n s -Wall Stud to Rim Joist •.•� RPS28Z BLOCKING 2 BAYS ,yp -Cantilevered Stud to wall below BACK @ 48" o.c. 0 ? -Rim Joist to Sill Plate Drawing No. Concre Pier 'SIMPSON' DU5 / ' fir floor -Rafter to Ledger with joist hanger to Dec Strapping Plumbing , Electrical & HVAC Protection Guards Gable Wall Blocking Dtl . o Holddown Connection Dtl. Holddown Connecti Dtl. �o -Beamr toPostto FloorBeamg H1As mbl Detail a� -Floor Beam to Post not to scale not to scale for first floor to foundation wall connection for first floor to second floor connection 0 -Post to Pier (footing) 0 -Joists to Beam Michael Macrina Architect ❑ P.C., A.I.A. a 3 ❑ w, w 21 Main Street Stony Brook, N.Y. 11790 phone (631)686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com /f These plans are an instrument of service and are approxi the exclusive property of the architect. E m Infringements of the concepts and design ideas ate presented on these drawings shall be prosecuted OfeXi d/Ocation to the fullest extent of the law. Copyright 2016: strn9 un n Michael Macrina Architect. All rights reserved, no part of the plans may be reproduced without the electric geN�e rOU d expressed written consent of the architect. E relocated E E.M. 77 relocated generator E junction box Existing HH HH ,, .: %' " Mudroom Renovated ------------- l ��--- r phone ' electric Kitchen r 1 dryer I -I- ---------�- ----- Gn j H 1220 I t I ✓ IN .5= 1 00 r----� New ��0 nary 3E Stud oril 00 U i i ® Date i I I TV I H 9/12/16 Existing Conditions_____________ ___________�_ -___- Gn GFl _ _ g ' i — i Bathrm. #1 ____________--______ L7 9/20/16 Preliminary Review ii L!C__— HH HH '' I 9/27/16 Preliminary Review — linen clo. broom clo. 10/6/16 Preliminary Review SD m -------- 10/6/16 Preliminary Review-Revised 3 ,.,; JS JS 1 11/9/16 Issued for Construction New Hall I , 3 �\ HH HH I i HH EX� Existing HH*,�---� I I — -- ------ ----- , , -------- Bathrm. #2 New HHi i / 1 i - o. Date Description Walk-in L------ M Closet New L) _---____ Dining Room i Project . ED MWW-1' 77 //777711 � Proposed - HH _ __- _ SD ! _ HH — CONSULT W/ OWNER REGARDING ------- ' ' i Addition and ' LIGHTING IN THIS SPACE ______ _ _______________________I_ ______ _ _______ Hall �® Renovation I14 — 11 I r ------- For I % ��- - LEGEND r..%rami ii it ri' ------ —t-- -----------�— -whip ,whip 1 Dean & HH O HH I Existing g i INDICATES PHONE JACK Tphone phone O O Tv Existing � i _______ _ ___ _ _ __ Great Room Deck INDICATES CABLE JACK Tv ------ -r-------------------- new relocated i INDICATES DUPLEX RECEPTACLE Barbara �c=== New AC unit AC unit I � ELECTRICIAN TO CONSULT W/ i INDICATES QUAD RECEPTACLE ■ 1 Bedrm. #1 ' OWNER REGARDING EXACT HEIGHT i INDICATES RECESSED CLG. LIGHT HH 9910 __ _ _ DiMa I ------- --------------------- ' ---- i FIXTURE �HH HH� _- �Q INDICATES SURFACE MOUNTED CLG. +SM 1365 South Harbor Road 1 LIGHT FIXTURE Southold, NY INDICATES PULL-CHAIN CLG. LIGHT PC i o ; r i/ FIXTURE INDICATES KEYLESS CLG. LIGHT oKL FIXTURE Town of Southold First Floor Electrical Plan i INDICATES RECESSED CLG. -0 Suffolk County WATER-PROOF LIGHT FIXTURE INDICATES WALL MOUNTED LIGHT --0 Drawn By /4" = 1 '-O" FIXTURE M.P. v�A• Mcf�; INDICATES JAMB SWITCH JS J INDICATES SWITCH Checked By: ��� � � ,,��. ;A ------ 0 M.A.M INDICATES 3-WAY SWITCH $3 * . INDICATES 4-WAY SWITCH ¢ 05 2ab -�0 F NE INDICATES EXHAUST FAN (100 C.f.m.) EF Sheet Title Ll INDICATES SMOKE DETECTOR SD INDICATES CEILING MOUNTED CM First Floor CARBON MONOXIDE DETECTOR Electrial Plan INDICATES WALL MOUNTED CM CARBON MONOXIDE DETECTOR INDICATES CEILING FAN % W/LIGHT Q INDICATES FLOURESCENT LIGHT FIXTURE Project: Job No. INDICATES UNDER CABINET / DiMaggio 1638 COVE LIGHTING Scale: File Name : WALL MOUNT MOTION FLOOD LIGHT As Noted 1638-Constrn A C* ^ Drawing No. SOFFIT MOUNT MOTION FLOOD LIGHT (`-* 0