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Home My WebLink About40795-Z ��orpS�FFOL4, G� Town of Southold 5/19/2017 P.O.Box 1179 0 C* T 53095 Main Rd �'yr�jSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38960 Date: 5/19/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5135 Indian Neck Ln., Peconic SCTM#: 473889 Sec/Block/Lot: . 98.4-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2016 pursuant to which Building Permit No. 40795 dated 6/24/2016 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: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Fernandez,Javier of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40795 05-11-2017 PLUMBERS CERTIFICATION DATED 05-18-2017 George J. Berry Jr t ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40795 Date: 6/24/2016 Permission is hereby,granted to: Fernandez, Javier 37 Bridge St Apt 4E Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 5135 Indian Neck Ln., Peconic SCTM # 473889 Sec/Block/Lot# 98.-1-1.2 Pursuant to application dated 6/17/2016 and approved by the Building Inspector. To expire on 12/24/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $866.40 CO -ADDITION TO DWELLING $50.00 Total: $916.40 din ns or 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$15.LID 00 Date. G 1,0016 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 15135 It4plA+J tACc k LA4r 1-0041L. House No. Street Hamlet Owner or Owners of Property: TAylet- V-61W&N'DE.2- CL LISA MGkC-®til Suffolk County Tax Map No 1000, Section 9$ Block 1 Lot 1.2 Subdivision �j Filed Map. Lot: Permit No. O� ` Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: elZ Request for: Temporary Certificate Final Certificate: (chec one) Fee Submitted: $ pplicant Signature SO!/Ty®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(-town.southold.ny.us Southold,NY 11971-0959 Q C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fernandez Address: 5135 Indian Neck Road City: Peconic St: New York Zip: 11958 Budding Permit#: 40795 Section. 98 Block: 1 Lot. 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 32 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 16 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 20 AA Switches 29 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1- Range Hood, 2- Exhaust Fans, 3- Paddle Fans, 1- Combination Smoke/CO Detector, 6- ARC Fault Circiut Breakers. Notes: Inspector Signature: Date: May 11, 2017 0-Cert Electrical Compliance FormAs t Town Hall,53095 Main Road ® cio Fax(631)765-9502 P.Q.Box 1179 �°® ®� Telephone(631)765-1802 Southold,New York 11971-0959 � �► DEPARTMENT OS� ED DD MAY 18 2017 CERTIFICATION BUILDING DEPT. TOWN OF SOUTHOLD Date: S�''f�`-17 "Building Permit No. I �� Owner: -f- L154 (please print) PIumber:rj 3;�& I g (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb s Sigaature) Sworn to before me this clay of - 20� Notary Public, 4couityWN�y ty"145ZW O OF SOUlyol cou N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 � 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: - 0-�-P� e DATE �� INSPECTOR lfi �o��OF SOUTyolo cOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 7/0/ /ti INSPECTOR � q SOUr�,o cout ml,�� 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 PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) REMARKS: FtArlm51 ✓� vl/' K-Wf (vimW%L"3011-lz DATE l3 l INSPECTOR BOE 50U1y �o� olo N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: w4;4h/ f�ecand at v, D �vx/- Vmd 1 k& D DATE ll 3 INSPECTOR Of SOUryolo 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 PENETRATION (C ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l << f INSPECTOR O ` pF So cOUNi`I N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ XRO GH PLEIG. FOUNDATION 2ND [ LATION FRAMING / STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: o roA 4 riW:gm Wr,?kWm C4:4,`*�xkalvlr-;"4 DATE �' INSPECTOR pf SOUTyo� 01 coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTORV mail CI,L..( IAte,..�' ,, - 1: 1 rJ■i1/Il f MA 1W .. -�� rraa�rrl��r�► n TOWN OF SOUTHOLD, BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 _ (sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 LCheck SoutholdTown.North_Fork.net PERMIT NO. Check v00' Septic Form N.Y.S.D.E.C. Trustees (.0.Application ✓ D Flood Permit Examined , �r� (j V Single&Separate 20 D ($torm-Water Assessment Form JUN 17 2016 contact: Approved 20_[� Mail to: N11LNl(d-MMAf (� ,A, DEM Disapproved a/c S�'�� 21 Awri ST. SI ON aIt tNy 1111 TOWNOFSO Phone: Expiration 20 Buildi ector APPLICATION FOR BUILDING PERMIT Dategs INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector,may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and re lations, and to admit authorized inspectors on premises and in building for necessary inspections. e of applicant or name,if a corporation) ZI MA1O (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JAV 1LL 1repa lA"%)Ea LI S� rV►�-K �rl (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1,,� Location^oflarid on,which,proposed work will be done: 4 513`5 : wi6-V4 t1Ec.1c LArt* 4, House Number,,�,,,;.. f� ,�,.Streo Hamlet County Tax Map No. 1000 Section- . 9 a Block I Lot i Subdivision Filed Map No. Lot - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy bvlEl,Li4ce- b. Intended use and occupancy - jr 4to41 f JtAmtto Vw6 LLi9 Cr 3. Nature of work(check which applicable): New Building Addition Alteration �( Repair Removal Demolition `-A Other Work (Description) 4. Estimated Cost $ 160 Dob TTo be paid on filing this application) 5. If dwelling,number of dwelling units r Numbe f do ellin�di" s on each floor N If garage, number of cars—91A 6. If business, commercial or mixed occupancy, specify n 116'e�a�nd extent of each type of use. �c.�4.e 7. Dimensions of existing structures, if any: Front_. Rear f- �® -Dy Depth 23 -fd Height +I- 16'-3" Number of Stories ' Dimensions of same structure with alterations or additions: Front W-6 a Rear 66 ',# Depth 13Z=8%60) Height 41- Number of Stories 8. Dimensions of entire new construction: Front MIA Rear IVL4 Depth a A Height N A Number of Stories MIA 9. Size of lot: Front 140, Rear ('�g.D�d / Depth 260 10. Date of Purchase 12[3(2®15' Name of Former Owner t4k OJI.iL 11. Zone or use district in which premises are situated R-00 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO"C 13. Will lot be re-graded? YES NO�C Will excess fill be removed from premises?YES NO 7q�tEP- f�RrlArtb�.Z 14.Names of Owner of premises 016A Witter" Address 57I3K tNgtaVt SArLkLoPhone No. Name of Architect MO ASL "soj& Aaa*i%4 Addressy MAwSt $(wk NY Phone No 6211-LS G 458 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) MUAAE:L MAi,t2-u-A A. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A(f.E rl+ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. JAMES LOUIS•LANSSD Notary Public-State of Idew,Vork " Sworn to before me this +� r J�t4 L da of \D 20 �(� NO.'OtLA6folk Co '`�inSuffdlk County My"6om' on`f:xpires No ry Public Signature of Applicant `r Scott A. Russell ,�� ST01KMWA\TEIK SUPERVISOR MAANA\G]EMIEI 7F SOUTHOLD TOWN HALL-P.O.Boz 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES ';(']H[IS PROJECT INVOLVE ANY OF THE F'OLLOV\,gNG: 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. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [:30 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ElF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date ��pp w- Q District NAME M L— ��R�� q% 1 LICo2016 m Section Block Lot FOR BUILDING DEPARTMENT USE ONLY*�** Contact Information (1.3 o ITe1.ph—N..b,,l Reviewed By: — — — — — — — — — — — —Date_ Property Address/Location of Construction Work: — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 e S�fy��o i Town Hall Annex Telephone(631)765-1802 54375 Main Road y + (631)765-�5Q2 P.O.Box 1179 G Q roger riche IOWnsO O .WETS i Southold,NY 11971.0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. 13ob 3s Date: Company Name: ��,v( ��n,s C l� ✓`i c� 1 ��,,,-�r^c yrs Name: License No.: 7 Address: ro 38>, Phone No.: —3 4 JOBSITE INFORMATION: (*Indicates required information) *Name: (--,r 1 ry)e/'ele-t-- AA- keav) *Address: *Cross Street: *Phone No.: Permit No.: D7 Tax-Map District: 100b Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough 1 Final *Do-you need a Temp Certificate: YE / NO Temp Information(if needed) 'Service Size: 1 Phase 3Phase 100 450 20 300 350 . 400 Other iNew Service: Re-conn Undergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form i \� 1 qd CERIIWATE ENERGY VFIGENGY , " ° AIQe yr .% t ,. cokq sat Ar Cl'&'Oft RAS suave lw L~ too*' , fi 44 4U e ■ �r i t qQ o s �.nae�r t t �� c� - r: .� t�� .. ;�� ,�-��- . Y .�T S . � .� � < � � -- r n 9�- _ 9 F'7� t I` , + R, ^k t. • r/f M1 1�a ... ' YI" F� t�� 5' r {{ .!} �*a ',e✓ TOWN OF SOUTHOLD PROPERTY' -RECORD ;CARD �+�,l � � ��( �'.wtia rap .P8 4-"•.'> '�;''Na`V � t �+� ;i 4�� , , OWNER 7 STREET j, VILLAGE DIST. SUB. LOT -J-Ql/%etr` Fern6tAdez At rl ma,-ie- !' cd3'7 i �-, �F-Ut3 (t P t -s o c3 7' Y 6 Cm g) FORMER OWNER N E ACR. ,, S W TYPE OF BUILDING A7 Y s 'y Gr.. J 1�/, / l lel hl Aq 1 L) G 4—, RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS A/ .3 il- io Wit' �1��'��' i .l s! a r et e 1500 Y -- - Y - 42 , 11to A&- 'Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD _ i Meadowland DEPTH C7 House Plot BULKHEAD Total COLOR TRIM I , t i M. Bldp/: Extension Extension Extension Foundation � Bath f Dinette Porch Basement U f� Floors , K. Ext. Walls � / Interior Finish LR. 1 Breezeway Fire Place Heat p ��,� DR. Garage Type Roof Rooms ]st Floor BR. Patio Recreation;.Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total 3 l �'17rt• C?�- l=rr{s/1-�?" (1,d-L �t1 fM3c E 3�t 30 /0�chmoind Crp 4 or tai&c nn nog+ Carol p o Edmund JOSeP f or me6l Baumann nOMa�Y Kull m l78 G) 0 . 1,e10•� � N7go4�00'►E , ' x:194 yI` �� o nOW or lo&Ga of Ann 8 Edmund JOgeQh z ' o Baumann 1 rr 0 42650 g{- o pr'eo ' o, 1IG ; N 1w o Q L o a ® S� BSth D I r Or forme y 50-- - ' pav d Oech°nQW�cz TEST =HOLE Q0 t Ica TOP vq -z 06 LOAM rW 1 E>„sIT.3 �Jr � COARSEI a SAAND Ea-= 80Qr4 SMALL S? �+tL AMOUN NE GRAVEL ElalaB ��1 80 COARSE SAND GRAVEL 10.7 GR WATE R f� SURVEY FOR FRANK KULL JR. a FLORENCE KULL OCT. 11,1985 JUNE 28,1985 AT PECONIC DATE APR. 17,1985 TOWN OF SOUTHOLD SCALE I"= 60' SUFFOLK COUNTY, NEW YORK NO- 85-453 K UNAUTHORIZED ALTERATION OR A001TION TO THIS GUARANTEED TO.- SURVEY 15 A VIOLATION OF SECTION 7208 OF THE f Y NEW YORK STATE-EDUCATION LAW CHICAGO TIT 11US�J *COPIES OF THIS SURVEY NOT BEARING THE LANG SOUTHOLD S9dV}I�PC�g Bk!g SURVEYORS 114PCED*SEAL OR EMBOSSED SEAL SHALL �� Q NOT BE CON 310E RED TO BE A VAL10 TRUE COPY 0GUARA14TEES INDICATED HEREON SMALL RUN ONLY 70 �c HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY 15 PREPARED a �, AND ON NIS BEHALF TO THE TITLE COMPANY,GOVERN- ws M NEAREST WATER NAIN-01 ! *SOURCE OF WATER PIttMTE UBLIC„ MENTAL AGENCY AND LENDING INSTITUTION LISTED N SUFF CO. TAXMAN INST 1000 SECTION 098 FLOCK OOt LOT T HEREON,AND TO THE ASSIGNEES OF THE LENDING MTNERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON, TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT N THE WATER SUPPLY AND SEWAQ9 DISPOSAL SYSTEM FOR THIS RE3IDEMCE OWNERS 0 WILL CONFORM TO THE STAMOAROS Of THE SUFFOLK COUNTY OEFARTMENT M DISTANCE$ SHOWN HEREON FROM PROPERTY LJNES QEF O� Of NEALTH SERVICES TO EXISTING STRUCTURES ARE FOR A SPECIFIC APPLICANT- PURPOSE AND ARE NOT TO BE USED TO ESTABLISH ' PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS TEL. YOUNG �� A'/� °400 OSTRANDER AVENUE 1VG RiVERHEADo-NEW YORK NOTE: ■=MONUMENT ALDEN W.YOUNG,PROFESSIONAL ENGINEER AND LAND SURVEYOR N-YS.LICENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR THE LOCI1T1410F WEt,I(YII),SEFTIC TANKfSt7GCESSP'OOLS(CFf SHOWN""Fan HOWARD S.LICENSE NO 45893 ARE FROM MELD OWMATIONS AND OR DATA O'TA111M0 FROM OTNERS BRANDIS & SON$ INC. 1046 remove existing roof BUILDING DEPARTMENT DATA : ABBREVIATIONS C a trusses completely Classification / Floor Area : or ACID ALKALINE COPPER QUATERPIARY MAX MAXIMUM \. rr `-/=\�� _�'; /=: as req'd for new roof ACT ACOUSTICAL TILE MIN MiNiMUM 1',� r�/� ;< 1, Level 9 p Macrina Existing Proposed Total AL ALUMINUM MO MASONRY OPENING r' ,' ma�� eEk /\ i I _ _ ALT ALTERNATE MRB MARBLE existing propane tanks, I i structure-� ,', " . I - \� - - " �' > First Floor 1,183 s ft. 503 sq.ft. 1 686 sq.ft. Architect consul tw/owner for cc�inpte#ety�,, ! °-T--� I� ti-� _, q• q• / V T- T' Lremove roofing down ! �` ° I AFF ABOVE FINISHED FLOOR M.S. MARBLE SADDLE new location �I. i, �' 1 I 9 i ,, i� L Total 1,183 sli 503 sq.ft. 1,686 sq.ft. ASF ABOVE SUBFLOOR MTL METAL 1 t=xisting' I,Iy to plywood sheathing r m S, A.S. ALUMINUM SADDLE remove windows ° i _________________________ MFR. MANUFACTURER I Deck r 1-�-�k� ---- i y f ❑ A.P.B. ANTHONY POWER BEAM N/A NOT APPLICABLE temporary support i ' '` r ` P.C. A.I.A. roof trusses above i ! °i ✓ I r ��j r=� � r-r=_ -� r�~ :J r rr=_ __ter s' B.C. BRiCK COURSE(S) NIC NOT IN CONTRACT r 1 r I I=-a NI ti Tor--� � I I p q I ! eur �ulr--,iii I remove fascia bd. O rior to removal r l I I I I I L I 1 1 I p NOM NOMINAL P remove II l °L__JnIL__J° 1 °L___J' 4 11 I II n-=I BD BOARD of bearin wall remove ' errlov , remo e I L__J L__J U Q g ' �'^� 1 remove washer ��--�r--��' I �1r--- rel remove i I tr-- r--� - 1 LL. 203 s ft. BOT BOTTOM NR NOT REQUIRED window window��`,�_, l.i ?'Wihdow , ' I 1 I " - t door ° I I�1 1 remove sidin down rear deck em ved 452 s ft. 452 s ft. ❑ BLDG BUILDING _----_ ---� _ --_ I - ^ate oor ; &dryer 1 J �® I i %_ s i E E i i u -- I 9g to be r a q' q' NTS NOT TO SCALE --- m - r� L__ J�� i ° I iIL J1°L JI,--1 to sheathing � � I - = 4 II =�=�-J ci landing to remove _ 1 f `'i n �, 4 46 sq. ft. 46 sq. ft. CBB CEMENT BACKER BOARD OC ON CENTERS) �� U 1 , ?i remove remove X11 remove II remove --bathrm. r--==- - s -�. III windows window I - - I windows doors Exist CL CLOSET OCC. OCCUPANT(5) tures �, ° ��-�1 I - CLG CEILING OH OVERHANG {I I g �` I Ex Ing h r�-x, I ri I Bathrm. r CLR CLEARANCE) PART. PARTITION remove I I Existing _ I II I ��i g _ _�I �i l COL COLUMN P.C. POURED CONCRETE window Bedroom#3 I I I Kitchen remove X rr-�_,i1 I remove ❑ _J Remove all 11ar stair tr.- o I I bathrm. existing landing CONC CONCRETE P.L. PROPERTY LINE !1 `-' cabinets, ri L �i i fixtures steps to remain First Floor P.T. PRESSURE TREATED &appliance Ir` CONT CONTINUOUS PP it t° r 1 Ii remove Exisf g 1 CMU CONCRETE MASONRY UNIT PT-EGS PAINT,EGGSHELL SHEEN Bathm3. ��1 %� ,I window Demo Front Elevation proposed CT CERAMIC TILE PT-FL PAINT, FLAT SHEEN t _ �-;'J ' landing CS CORRIDOR SUPPLY PT-SG PAINT,SEMI-GLOSS SHEEN 21 Main Street C.J. CEILING JOIST PKT POCKET �\ .. _ .. proposed alteration proposed Y P.S. PEDESTAL SINK g remove /8 'r -d r g space Stony Brook N.Y..11790 CANT CANTILEVER Existing remove CMD CARBON MONOXIDE DETECTOR QT QUARRY TILE Bedroom#2 e�doors ' ' liven (525 s.f.) deck I I � (addition] phone (631)686-6585 remove I I drywall to remain Existing Wall a Existing , iii remove v fax (631)686-6786 DIA DIAMETER RAD RADIUS ° � 9 � ° DIA DIMENSION RAD REQUIRED window I I �� Bedroom#1 LiyindRoom window email MRacrina@optonline.net \ Remove rake board remove interior proposed DR DOOR REV REVISION(S),REVISED remove drywall to remain �j 7 I Remove rake board gable wall U alteration existing living space web MMArchitecfpc-com doors as req'd for new roof (108 s.f.) living Space (addition) These plans are an instrument of service and are DTL DETAIL RM ROOM m % � � � � � ; the exclusive DWG DRAWING property of the architect. R J. ROUGH JAMB 1� '\� y �� infringements of the concepts and design ideas DN DOWN R.C.N.Y.S. RESIDENTIAL CODE OF =='�'== �60�--- -__ = -- remove remove , existing presented on these drawings shall be prosecuted EA EACH NEW YORK STATE remove windows remove remove door remove window window , x landing to the fullest extent of the low. Copyright 2016: R.R. ROOF RAFTER &prepare for window windows r __ r-r__�� r __ Michael Macrino Architect. All rights reserved, no EL ELEVATION replacement &prepare for r e r t e r i e =1 part of the plans may be reproduced without the I °I Iq I II n 1 1 P p--J EQ EQUAL R/R REMOVE&REPLACE replacement I u u I I „1 I,i ll i Mnl ip i (11L-J e 1 remove siding down DESIGN : R301-2.1.1 (2010 Residential Code for New York State) expressed written consent of the architect.L J ee L J se L J I rAl EX EXISTING existing landing Tui-=-i+l I �Ih=-� I remove siding down ISI L=J to sheathing &steps to remain lE u1 11 1 I cul lug l ° !I, 1°i l' - Design EXH EXHAUST SAB SOUND ATTENUATION BLANKET p 1 eJl � iJ l #o sheathing • I �@J�� remove remove deck 9 Criteria. Construction in regions where the basic wind EXT EXTERIOR window SEC SECTION remove existing roof remove -� structure speeds from Figure 8301.2(4) equal or exceed EF EXHAUST FAN S.F. SQUARE FEET Trusses in hatched area _ window 110 miles per hour (177.1 km/h) shall be EW CRESS WINDOW SIM SIMILAR ---- designed in accordance with one of the following: FAI FRESH AIR INTAKE SPR SPRINKLER(HEAD) FC. FIRE CODE SQ SQUARE Plans have been American Forest and Paper Association (AF&PA) �+ designed in Wood Frame Construction Manual for One & Two FD FLOOR DRAIN SS STAINLESS STEEL First FloorDemo Plan Demo Legend. FIN FINISH(ED) STC SOUND TRANSMISSION CONTROL Demo Left Elevation Demo Right Elevation ” accordance with: Family Dwellings (W.F.C.M.) 2001 FLR FLOOR(ING) STD STANDARD 9/8" _ '! '-O" Existing To Be Removed =__________-___-____- FPSC FIRE PROOF SELF-CLOSING SD STEEL -O" 1/8" _ '1 '-O•' Climatic & Geographic Desl n Criteria : Table R301.2(1) FT FOOT(FEET) SD SMOKE DETECTOR Existing Walls to Remaing F.J. R JOIST T.C. TOP OF CURB Ground Snow Load: 20 psf FTG. FOOTING TEL TELEPHONE plan north Area To Be Removed k GA GAGE,GAUGE THK THICK(NESS) remove existing roof Wind Speed: 120 mph 3 sec. gust GALV GALVANIZED T.O.S. TOP OF SLAB trusses completely residence located within (wind borne debris region) GFt GROUND FAULT INTERRUPT TP. TOILET PAPER General Notes. as req'd for new roof 1 mile from water GL GLASS TPF TEXTURED PAINT FINISH Wind Exposure Category. B GWB GYPSUM WALL BOARD T.S.P. TEXTURED SPRAY PAINT 1.Remove all finish floor throughout Date r _,_� _ _ Seismic Design Category. C GYP.BD. GYPSUM BOARD TX TOILET EXHAUST i ' > 1/13/16 Preliminary Review 'GP' GEORGIA-PACIFIC TXF TOILET EXHAUST FAN I HC HOLLOW CORE TV TELEVISIONy, \,K `:1 remove roofing down ¢ rY ,, fir. sheat HDW HARDWARE -- L � i. �, . . _.:�}. �_ ,c.: oo i 1 ,✓`' k aD Weathering Severe 2/10J16 Preliminary Review TYP TYPICAL - _-- - ✓ >Y �. to plywood sheathing---7 • HM HOLLOW METAL TEMP TEMPERED ' . �. _________ ______________________ CD HOR HORIZONTAL TECO JOIST HANGER E Frost Line Depth: 36 inches 2/25/16 Preliminary Review REScheck ec Software Version 4.6.2 Irr�1�1 ��Q� �_-, r__, ��se9 � p HP HIGH POINT U.O.N. UNLESS OTHERWISE NOTED remolve IIS i 11 '-t—remove J ai 1° remove fascia lxi. v doolr IiL(� Jpl °L__-_-_J° v„inclow --_� -- u1 J° o Termite Infestation: Moderate to Heavy312116 Preliminary Review HR HOUR(S) VB VINYL BASE Compliance Certificate 1pLuJ°i tr -_� rr- -� remove siding down HT HEIGHT VCJ VERTICAL CONTROL JOINT ° it 1° tt window ° to sheathing 3 6/10/16 issued for Construction � .;�� ir��=��,�r-� � remove i HD HEAD VCT VINYL COMPOSITION FLOOR TILE �i t = �= HVAG HEATING/VENTILATiNG/AIR CONDITiONiNG VIF VERIFY IN FIELD � remove cn window IN INCH(ES) VWC VINYL WALL COVERING - Project Addition &Alterations - IF -11 Ice Shield Underloyment Required Valleys & Perimeter INT INTERIOR WC WATER CLOSET h � � Zoete X Flood Hazard iNV INVERT WD WOAD Energy Code: 2010 New-York Energy Conservation remove deck JT JOINT WR WATER RESISTANT Location: Suffolk County, New York structure existing bilco door remove cellar window MiN. DESIGN PRESSURE (D.P.) RATING : Table R301.2(2) No. Date Description KIT KITCHEN ZR ZONING RESOLUTION Construction Type: Single-family and railings to remain for access to new LAV LAVATORY Project Type: Addition crawl space L v, rn Demo Rear Elevation o `o o ZONE 4 39.5 -43.2 LVL LAMINATED VENEER LUMBER Climate Zone: 4 (5750 HDD} N a, o Project L.C. LINEN CLOSET permit Date: W ZONE 5 39.5 -49.8 L.C.C. LEAD COATED COPPER Permit Number: 1/$•• _ •-�•• I t• Proposed Construction Site: Owner/Agent: Designer/Contractor: !'!� " �` !'t £ ru 5135 Indian Neck Lane Javier Fernandez&Lisa McKeon M.M.A. m�U+ tr 1 OR N Addition & Peconic.NY 11958 2MichaelStreetMacrinaArchitect p.c. QI ' �I New York State Law �' N Renovation 2I Main Street i, * _ Stony Brook,NY 11790 AP IR11.:TED AS Ii:a l LD lra�.s I� Llii LAWFUL -� You Must Call 81, 0P,TE: C .P.# A s tl-i#HOUT CERTIFICATEBefore Yflu ! ;Com Iia /r� For nce: 15.2%8FEE•(J�� F BY (/,�'�� ( � C �i�C � Np etterThanCode Maximum UA: 361 Your UA: 306 �+ A� "�"' V�r/CUPAY 1" r NOTi7 BUi. JG D r'; _ The%E Better or worse Than Code Index reflects how close iv compliance the house is based on code trade-off rules. " _ N K DOES NOT provide an estimate of energy use or cost relative to a minirtwm<ode home. 7F r-`- - q�', •t O 41-,---,, F�1'� THE{E FL. �PECTIGW,: PLUMBER CER TIF1CATr0�J LEGEND Envelope Assemblies 1. T �r._ •1 - TWc^ r:r, ON LF_AD CONTENT BEFCr,E DRAWING CONTENTS Zone Diagrams : R'D, i Fc�, CONC,' C F� ! CA I E O FAP „Y ,,�- E T FI T F OCCIJ J%, MATERIALS OLDS USED IN VVATE=17 i y. - + -s �. ^��t...,.1. : AMING �, t". P�:i�V`s7 `' L' i {_ _ _ _ )/�(� A-1 Building Data 2 2Fernandez 3. Wall 1:Wood Frame,16"o.c. 1,723._. - 21.Ow- �.0.0 0.057 79 4. 1 r "ten i STRUv!I��i 1��'I 1 S,JPPLY SYSTEM ra4i1y1i%'C_)T Symbols / Abbreviations -BRICK VENEER EARTH Window 1:Wood Frame:Double Pane with Low-E 203 0.300 61 r, COI; ' 'E FO+ : EXCEED 2/10 OF 1 r� LD",D. rk s 3 4 & Lisa Door 1:Glass 108 0.300 32 A:'.-L ("ONS- TION `"rET THE 5 2 5 z CONCRETE MASONRY UNIT (6�M INSULATION (THERMAL) Door 2:Solid 20 0.350 7 R. �.UiREt'rr.. OFT:" PI)Or NEW PLUMBING Existing (demo) Floor Plan 4 3 4 4 3 4 YC) �I' STAo NOT I? 6�F. FOR ALL PLUMBING b41P,5TE �+ �) m Floor 1:All-Wood joist/Truss:OverUnconditioned Space 503 30.0 0.0 0.033 17 &WATER LINES NEED Existing del I to) Elevations Gable 5 5 McKeon DESIGN OR �NSTRi �+'�3rd ERRORS. ir, g (demo) Interior STEEL 'PVC'or COMPOSITE MATERIAL Floor 2:AR-Wood joistfrruss:Over Unconditioned Space 1,184 21-0 0.0 0.044 52 TESTIha BEFORE COVERING Wall ® zone 5135 Indian Neck Lane Ceiling 1:Flat Ceiling or Scissor Truss 725 30.0 0.0 0.035 25 ELECTRICAL Reseheck Compliance Certificate Edge ® Perimeter ' ROUGH WOOD RIGID INSULATION HHHH"HiCeiling 2:Cathedral Ceiling 963 30.0 0.0 0.034 33 COMPLY'11�rITH ALL CODE INSPECTION REQUIRED Zone �`' Zane Peconic, NY CODES Plumbing Riser Diagram Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other NEW YORK STATE & TOWN CODES Minimum Uniform) Distributed Live Loads : Table 8301.5 calculations submitted with the permit app iIcatton.The proposed building has been designed to meet the 2010 New York Energy TRUSS PL.ACARJII"dG REQUIRED CONCRETE \ FINISH WOOD Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in AS REQUIRE©AND CONDITIONS OF A-Z General Notes & Specifications Town of Southold the REScheck Inspection Checklist. PLYWOOD GYPSUM BOARD —k,, RETAIN STORM WATER RUNOFF USE LIVE LOAD DEAD LOAD Suffolk County L A" PURSUANT TO CHAPTER 236 Insulation Schedule �� l � Exterior Balconies 60 ,psf 10 psf OF THE TOWN CODE. Drawn By: section number •� 4 I „+ , l A-3 Strapping Details Decks 40 psf 10 psf ed ARr -� x c_ new 3"� SYMBOLS AA5 SECTION Roof E vent thn, roof L J R NOT PROM-'-!) SURVEY f g Passenger Vehicle Garages 50 1Psf as er Ian J.L �� yr i "l' Nallln Schedule ATTICS without Storage 10 sf 10 psf p Checked By: w0~�rQ� �O�+ n sheet number existing3• existing 5" t' OU`MATIO��LOCATION 9 p p � M g HAS BEEiVAPr^ Utility Protection Diagram ATTICS with Storage �1/ED. y g 9 20 psf 10 psf M.A.M * a EXISTING WALL 2 numb 3.0 vent stack vent stack ROOMS other than sleeping rooms 40 psf 15 psf = �r 2 er New OR�dQ�� A_; DETAIL Bathrm. vent P ' NEW PARTITION �_� A-4 Foundation Plan psf ' /Otg6 �o�- �, #2 __ Existing New Sleeping Rooms 30 psf 15 Off/NES --'"I Bathrm. #1 Kitchen Details Stairs 40 psf 10 psf J\e= REVISION CLOUD I _ n vent_ _ Sheet Title : DOOR r I v3-0 ent —4 — _T 2"o r r 2I A-5 First Floor Plan Guardrails and Handrails 200 psf lateral 10 psf 2 0--� 1 ( ROOFS 12 psf for Attic B u!ld i n Data �, � STRUCTURAL BEAM r Live = Ground Snow toad 20 psf ` WINDOW 2'�--� vent Sink vent i Details _ vent I 15 psf for Coth. 211 WINDOW/EXT. DOOR NIUMBER JOISTS/ RAFTERS I Lay. i Lay. a I ! i A-6 Roof Framing Plan - Demo Plans two-digit i W.C. 1 W.C. i identificotial (see schedule) Q REVISION NUMBER Shower 2„�' Shower ALLOWABLE DEFLECTION Table 8301.7 A-7 Exterior Elevations - Plumbing Riser number Structural Member Allowable Deflection floor level First Mr. wase D.W. I 211 INTERIOR DOOR NUMBER SMOKE DETECTOR 4"0 _. *'0 �--2"0 Exterior Specifications Rafters haven slopes neater than 3 12 with no L/1 80 two-digit identification (gee Schedule) —'� waste 2"o 1 vent 9 P 9 / number F.A.I. 2"0 finished ceiling attached to rafters. floor teed E��orizontal ` waste 2"0 3"0 waste 2"ill 1 � Building Sections Project� Job No. ROOF PITCH waste I air Interior Walls and Partitions H/180 11 ROOM NUMBER QST--rert�ol � waste waste A-VFernandez-McKeon Wfblion (see schedule) -.----.---- .ABOVE/ BELOW! HIDDEN � 3"� �c-o- �C C.O. 1 breaknum � 1538 floor level To Existing Exist' waste C.O.C.0 WALL TYPE _ Sanitary System House Trap Ex. 4"Oe Waste A-9 Miscellaneous Details Floors and Plastered ceilings L/360 Scale: File Name Y Ys ` • Ex. 4 0 Woste CENTERLINE New 4"� Waste 1 4" itch 1/4" pitch ! 2"0 All other Structure! Members L/240/ As Noted Design E 2 devafxxl number 1/4 pitch / P waste Window Details Exterior Walls with plaster or stucco finish H/360 ELEVATION MARKER � a7 3 w� a Drawing No. INTERIOR ELEVATION Cellar E-1 First Floor Electrical Plan Exterior Walls - wind Toads with brittle finishes Lj240 4 sheet number Exterior N!a!!s - wind loads with flexible finishes L/120 1 Fil DRAWING REFERENCE Cellar Electrical Plan (see reference notes, same sht.) Plumbing Riser Diagram Note L=Span Length, H=Span Height � 1 o. The Wind Load shall be permitted to be taken as 0.7 times the ' not to scale Component and Cladding loads for the purpose of the determining deflection limits herein. GENERAL CONDITIONS FRAMING FIREBLOCKiNG / DRAFTSTOPPiNG WINDOWS RAILINGS /GUARDS HABITABLE SPACE ELECTRICAL 1. All work shall conform to the 2010 Residential Code of New York State, t. Minimum header size to be (2) 2x6 unless noted otherwise. 1. install Firebtocking required as per section- 602.8 and Draftstopping All Windows Specified as an Egress lhindow 83121 Guards Required. 1. All electrical work shall conform to rules and regulations of the Shall Meet or Exceed the Requirements Porches, Balconies, Rams 1. All Habitable spaces shall conform to the following sections Town of Southold Zoning Codes, and the New York State Energy as per section 502.12 of the Residential Code for New York State. q p or Raised Floor Surfaces National Electric Code, Residential Code of New York State, and Michael 2. All structural framing lumber shall hove minimum extreme fiber „ of the Residential Code for New York State : Conservation Construction Cade. All Codes shall supersede the bendingstress Fb of 900 pounds per square inch P.S.L . of the R.S.C.N.Y.S. (sect. 8310) Located More Than 30 above the Floor or Grade 8303 (light, ventilation, and heating) Board Of Fire Underwriters, and its referenced standard, NFPA 70-2007. drawings and shall be incorporated into the drawings, whether ( ) P q ( ) Draftstopping required: the are indicated on the plans or not. Min. Opening Area = 5.7 sq. ft. Below shall have Guards not Less than 36" in Height. 9 9) � C�t y 3. All exterior lumber and/or lumber in contact with masonry/concrete When there is usable space both above and below the concealed Min. Opening Height = 24" Open Sides of Stairs witho Total Rise of more than R305 (minimum room areas) 2 The Electrical equipment and wiring shall be installed in accordance 2. Contractor shall check and verify all dimensions, notes and conditions shall be pressure treated unless otherwise noted. space of o floor/ceiling assembly, draftstops shall be installed so - " 8305 (coling height) with chapters 33 thio 42 of the residential code for new York state. Min. Opening Width = 20 30 above the Floor or Grade below shaft have Guards 8306 sanitation Architect , that the area of the concealed space does not exceed 1,000 sf. Sill Height 44" max. A.F.F. " ( } 3. Electrical work to be Fire Underwriters inspected and approved. at the site before any construction work is started. The Contractor 4. All wood subfloors shall be 3/4" T&G 'AdvanTech' Subfloor to be Draftstopping shall divide the concealed space into approx. equal not less than 34 in Height measured Vertically from R307 (toilet, bath & shower spaces) Design Pressure Ratings as shown on cover sheet the Nosing of the Treads. shall notify the Architect of any discrepancies or conflicts in the glued and nailed to joists. Install as per Mfg. speciflactions. areas. Where the assembly is enclosed by a floor membrane above 9 4. All electrical outlets in "wet" areas to be ground fault interrupter drawings and/or field conditions before starting the work. The discovery and a ceiling membrane below draftstopping shall be provided in of discrepancies after beginning the work shall be the full responsibility 5. All wood frame openings in floors, roofs, ceilings shall have a floor/ceiling assemblies under the following circumstances: - For All New & Altered Window Openings, The General 8312.2 Guard Opening Limitations. (G.F.I.} type. P.C., A.I.A. minimum double "trimmer and header" framing unless noted Required Guards on open sides of stairways, "raised ATTIC ACCESS of the Contractor to correct. g 1. Ceiling is suspended under floor framing Contractor Shall Provide Plywood Structural Panels with floor areas, balconies and orches shall have Ground-Fault Circuit-Interni ter Protection. otherwise on plan. g P g „ P An attic access shall be provided for any attic areas that exceed P 3. Contractor shall locate & stake out all existing underground utilities prior 2. Floor framin is constructed of truss-t e o en-web or a Min. Thikness of 7/16 & Max. Span of 8ft. intermediate rails or ornamental closures that do not Locations. to any excavation. The utilities shown on the plans are an approximate 6. All wood frame wall openings shall have minimum double stud posts 9 P for Opening Protection from Wind=Borne Debris. allow passage of a sphere 4" or more in diameter. 30 sq. ft. and have a vertical height of 30" or more. " 11 at each end. perforated members The rough framed opening shall not be fess than 22"x30 and shall 1. All bathroom receptacles are to have G.F.C.I. protection. location only. Panels to be Pre-Cut to cover Glazed Openings Exception. be located in a hallway or other readily accessible location. A 30" min. 2. All garage & accessory building receptacles are to have G.F.C.I. protection. 7. All hanging woad joists and rafters shall be supported with steel Materials: g g >o pp with Attachement Hardware see Table). 4. Contractor to be responsible for arranging all necessary permits and Draftstopping materials shall not be less than 1/2 inch_ gypsum ( ) The triangular openings formed by the riser, tread and obstructed headroom in the attic space shall be provided at some point inspections, including Certificate Of Occupancy C.D. . joist hangers. board, 3 8 inch wood structural panels, 3 8 inch Type 2-M-W TABLE R3011.2.1.2. bottom rail of a guard at the open side of a stairway above the access opening. 3. All outdoor receptacles are to have G.F.C.I. protection. p g p y ( ) / P / YP 9 P Y °p 9 4. All crawl space receptacles are to have G.F.C.I. protection. 13 i 8. When joist hangers & fasteners are in contact w/ a.c.q. lumber, particleboard or other approved materials adequately supported. WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE are permitted to be of such a size that a sphere 6" P P P A -_ 5. Writters dimensions shall have precedence over scaled dimensions and larger use stainless steel joist hangers & fasteners only. Draftstopping shall be intalled parallel to the floor framing members FOR WOOD STRUCTURAL PANELS (a,b,c,d) cannot pass through. 5. All unfinished basements receptacles are to have G.F.C.I. protection. scale details shall have precedence over smaller scale details/drawings. „ unless- otherwise approved by the building offical.- The integrity of Drawings are not to be scaled. 9. All roof and wall sheathing shall be a min. of 1/2 CDX plywood all draftstops shall be maintained. FASTENER SPACING HANDRAILS HEATING, VENTILATION & COOLING 6. All kitchen receptacles that serve countertop surfaces shall have unless noted otherwise on plans. G.F.C.I. rotection. Fastener Panel Span 4 Ft. 6 Ft. Ducts P 6. Any deviation from the Architect`s drawings must be submitted to the 10. All wood floor joists, and flat roof rafters spanning 10'-Q" or greater 2. Fireblocking shall be provided to cut off all conceafed draft openings Type <Panel Span <Panel Span R311.5.6 Handrails Required. 7. All laundry, utility & bar sink receptacles that are located within 611. E YP <4 Ft. Duct_Insulation Y Y P Architect in writing for approval. shaft be provided w/ 1'x3" cross bridging at mid-span or at no (both vertical and horizontal) and to form an effective fire barrier between < 6 Ft. <8 Ft. Handrails shall be provided on at least one side of of the outside edge of the sink are to have G.F.C.I. protection. greater than W-0' intervals. stories, and between a to story and the roofs ace. Fireblocking shall be each continuous run of treads or flight with four or All supply ducts in unconditioned attics shall be insulated 9 P 21 Main Street 7. Contractor shall be responsible for adequately bracing and protecting all 9 P Y P g 2 i/2" #6 " " to a minimum of R-8. All other ducts shall be insulated 8. Electrical! heated floors, h romossa a bathtub, spa & hot tub work during construction against damage, breakage, collapse, distortion 11. Provide Double all Floor Joists under All Parallel Walls Above. provided in wood-frame construction in the following locations. wood screws 16" 12 9 more users. Y Yd 9 P Stony Brook, N.Y. 11790 to a minimum of R-6. locations are to have G.F.C.I. protection. and misalignment according to applicable codes, standards and good practice. a. In concealed spaces of stud walls and partitions, including furred spaces R311.5.6.1 Height. phone (631)686=6585 12. install Steel Strapping at All Framing Members. (see details) P P 9 P 2 1/2" #8 16" i6" 12 Handrail height, measured vertically from the sloped Duct Sealing fax 631 8. All work shaft be performed in a first class manner with all new materials. and parallel rows of studs or staggered studs; as follows: wood screws ( )686-6786 13. All top plates in wood frame walls shall be doubled and overlap plane adjoining the tread nosing, or finish surface of All ducts, air handlers, filter boxes and building cavaties Arc-Fault Circuit-Interrupter Protection. Contractor shall provide all equipment, labor and materials necessary for - vertically at the ceiling and floor levels. email tUlMacrina@optontine.net the proper execution and timely completion of the work. Contractor shalt with intersecting walls if possible. a. This Table is Based on 110 mph ihVind Speeds (130 3 sec. gust) ramp slope, shotl be not less than 34 inches and not used as ducts shall be sealed. Joints and seams shall Locations - Horizontally at intervals not exceeding 10 ft. and a 33 ft. mean roof height. more than 38 inches. be made substantial) airtight ht b means of tapes, mastics, web MMArchi#ecfpC.cam be responsible for all materials and equipment stored at the site. 14. Laminated Veneer Lumber to have a min. of 2,850 (Fib) bedding __ 9 Y 9 Y P 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp 6 b. At all interconnections between concealed vertical and horizontals aces asketin or other approved closures systems. These plans are an instrument of service and are stress and a min. of 1.9x10 (E} modulus of Elasticity. P b. Fasteners shall be Installed at Opposing Ends of the Wood Structural Panel. 8311.5.6.2 Continuity. g g PP Ys outlets installed in family rooms, dining rooms, living rooms, parlors, the exclusive property of the architect. 9. All contractors and their subcontractors shall carry insurance that will protect such as occur at soffit, drop ceilings and cove ceilings. rw Nails shall be tt)d Common Or 12d Box Nails. Handrails for stairways shall be continuous for the full libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, Infringements of the concepts end design ideas the Owner and Architect from claims from damages for personal injuries, 15. Lumber to be doug fir #2 or better, (min, fib 900, a 1.5x10 } Ys Duct Support Ys• presented on these drawings shall be prosecuted Higher stress lumber such as fine ect. may be substituted for c. In concealed spaces between stair stringers at the top and bottom of d. Where screws are attached to klmsonr or Masonry/Stucco,Stucco, length of the flight, from a point directly above the top Metal ducts shall be supported oiled b 1 2" with 18 a e metal and similar rooms or areas shall be protected by a combination type to the fullest extent of the law. Copyright 2016: includingdeath, which may arise in connection with this project. 9 Y P Y Y Y/ PP Y / gage Michael Mocrino Architect. All rights reserved, no y P doug fir. No spf lumber may be used except for sill, plates and studs. the run. Enclosed spaces under stairs shall comply with Section R311.2.2. They shall be attached utilizing vibration-resistant riser of the flight to a point directly above the lowest straps or 12 gage galvanized wire at intervals not exceeding arc-fault circuit interrupter installed to provide protection of the part of the plans may be reproduced without the 10. Contractor to indemnifyArchitect and Owner and hold harmless. Anchors having a min. ultimate withdrawal capacity of 490 pounds. riser of the flight. Handrail ends shall be returned or branch circuits. expressed written consent of the architect. t6. All shims ender cellar girders to be steel only. d. A# openings around- vents, pipes, ducts, cables and- wires at ceilings and 9 aP Y P t0 feet or other approved methods. Nonmetallic ducts shah shall terminate in newel posts or safety terminals. floor level, with an approved material to resist the free passage of flame be supported in accordance with the manufacturer's 11. The Architect is not responsible for construction means, methods, techniques, Handrails adjacent to a wall shall have a space of not sequences, procedures or for the safety precautions and programs in Bolts in Wood Framing: and products of combustion. GLAZING installation instructions. less than 1Y2 between the wall and the handrails. Sin le- and Multi le-Station Smoke Alarms. connection with this project. 1. All bolts in wood framing shall be standard machine bolts with e. For the firebiockings of chimneys and fireplaces, see Section R1003.19. All Glazing shall conform to section 8308 (glazing) Duct Separation -� p of the Residential Code for New York State. Exceptions. " All smoke alarms shall be listed in accordance with UL 217 & 12. All construction within the 110mph and the 120mph three second wind speed standard malleable iron washers or steel plate washers, f. Fireblocking of cornices of a two family dwelling is required at the line Ducts shall be installed with at least 4 separation from the 1. Handrails shall be permitted to be interrupted by o earth except where the meet the requirements for underground installed in accordance with the provisions of the R.C.N.Y.S. & regions (Nassau & Suffolk Counties) shall be in conformity with the 'ASCE 7-05 2• Steel plate washer sizes shall be as follows:" " of dwelling unit separation. R308.4 Hazardous locations. The fo4lawin shall be considered newel post at the turn. P Y q g Minimum Design Loads for Buildings and other Structures. a. 1/2 and 5/8 Diam. bolts - 2-1/4 sq. x 5/16 g P duct systems. the household fire roaming equipment provisions of NFPA 72. 9 9 �ecific hazardous locations for the purposes of glazing:_ 2. The use of volute, turnout, starting easing or starting 13. All contractors shall be licensed and insured as required. b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". Materials: newel shalt be allowed over the lowest tread. Locations. 3. Each bolt hole in wood shall be drilled 1/16" larger than 1. Glazing in swinging doors except jalousies. / g Except as provided in Section 8602.$, Item 4, fireblocking shall consist of 8311.5.6.3 Handrail brio size. Single and multiple-station smoke alarms shall be installed in 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, diameter of bolt. 2. Glazing in fixed and sliding ane:ls of sliding door assemblies and PLUMBING the following locations: PP 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, or two g g P g 1. Type 1. Handrails with acircular -cross section shall have 9 and equipment prior to purchasing, All equipment and materials ore to be 4. For sill anchors, see typical details on architectural drawings. panels in sliding and bifold closet door assemblies. installed per manufacturers written specifications. Thicknesses of 1 inch nominal lumber with broken tap joints, or one thickness an outside diameter of of least tY inches and not greater 1. All plumbing work to be installed in strict 1, 1n each steeping room. Lag. Bolts: of 23/32 inch wood structural panels or one thickness of 3/4 inch particleboard 3. Glazing in storm doors. than 2 inches. If the handrail is not circular it shall have a accordance with all state and local codes. 2. Outside of each separate sleeping area in the immediate 15. Contractor shall keepsite clean and free of debris. with joints backed b 3 4 inch particleboard, 1 2 inch sum board, or 1 4 inch 4. Glazing in all unframed swinging doors. perimeter dimension of at least 4 inches and not greater 2. All Soil Plumbing Lines which need to run vicinity of the bedrooms. 1. Shall be of structural grade steel. !o Y / P / 9YP / 9 9 9 9 2. Washers shall be placed under the head of lag bolts bearing cement-based m1lboard. Botts or blankets or mineral wool or glass fiber or other 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, than 6Y inches with a maximum cross section of Perpendicular to Floor Joists shall be located 3. On each additional story of the dwelling, including basements 16. These drawings are the property of the Architect sand shall not be used g P and cellars but not including crawls aces and uninhabitable attics. on wood. Length of la bolts shall be minimum 2 3 depth of approved materials installed in such a manner as to be securely retained in place steam rooms, bathtubs and showers. Glazing in an art of a building dimension of 2Y inches. as close as possible to Center Joist Span 9 p without his consent. Drawings shall not be used for issuing of a building 9 9 / P 9 Y P 9 shall be permitted as an acceptable fire block. Batts or blankets of mineral or wall enclosing these cam ortmenits where the bottom exposed edge to maintain structural integrity of joists. In dwellings or dwelling units with split levels and without an permit unless signed & sealed by Michael Macrino Architect, p.c. members being bolted together. g P P g 2. Type 2. Handrails with o perimeter greater than 6Y intervening door between the adjacent levels, a smoke alarm gloss fiber or other approved nonrigid materials shall be permitted for compliance of the glazing is less than 60 inches measured vertically � P g 3. Materials for water supply & d'istr'ibution systems, g !a 17. Contractor to follow all manufacturer's specifications, recommendations and Altering Structural Members: inches shall provide a graspable finger recess area on both installed on the upper level shall suffice for the adjacent lower p with the 10 foot horizontal fireblocking in walls constructed using parallel rows of above any standing or walking surface. per tables P29Q4.4.1, P2904.5 & P2904.6 installation details on all products used in this project. Notify the Architect 1. No structural member shalt be omitted, notched, cut, blocked out studs or staggered studs. Loose-fill insulation material shall not be used as a fire sides of the profile. The finger recess shall begin within a level provided that the lower level is less than one full story Date of any conflict between the plans and manufacturers specifications, or relocated without prior approval by the Architect. Do not alter block unless specifically tested in the form and manner intended for use to 6. Glazing, a nearest individual fixed g operable panel adjacent to a door distance of 3/ inch measured vertically from the tallest 4. Materials for drains, waste. & vents, below the upper level. recommendations and installation details prior to installation of product on P Y where the necrose vertical edge is within t 24-inch arc of per tables P3002.1 & P3111.3. 1113/16 Preliminary Review P P sizes of members noted without approval of the Architect. demostrate its ability to remain in lace and to retard the spread of fire portion of the profile and achieve a depth of at least �6 When more than one smoke alarm is required to be installed within an ry this project. Contractor shall be responsible for correction of an work that y P P the door in a closed position and whose bottom edge is less than 60 7 q P P Y Built-upBeoms: and fiat ases. inch within /8 inch below the widest portion of the profile. 5. All vertical stacks are to be cast-iron or PVC. individual dwellingunit the alarm devices shall be interconnected in prevents the correct installation of a specified product as shown on the 9 inches above the floor or walkinlg surface. 3 2110116 Preliminary Review P P P 1. Built-up beams or joists formed b a multiple of 2 x members This required depth shall continue for at least /8 inch to a such a manner that the actuation of one alarm will activate all of the drawings. P Ja Y P 3 6. All Vents thio roof are to be 3"O PVC with flashing. g shall be interconnected as follows: 7. Glazing in on individual fixed or operable panel, other than those level that is not less than 1Y4 inches below the tallest alarms in the individual unit. The alarm shall be clearly audible in all 2/25/16 Preliminary Review 18. Contractor shall be responsible for adequately bracing and protecting ail work locations described in Items 5 wind 6 above, that meets all of the portion of the profile. The minimum width of the handrail 7. In areas prone to flooding, drainage, waste & vent FLASHING & CAULKING NOTES bedrooms over background raise levels with all intervening doors closed. during construction against damage, breakage, collapse, distortion and a. Members 12" and less in depth: glue and internal following conditions: above the recess shall be 1Y4 inches to o maximum of 23/4. systems shall be located and installed to prevent 3/2/16 Preliminary Review misalignment according to applicable codes, standards and good practice. w/2 rows t6D nails at 12 o.e. staggered. 1. Providing metal flashing where framing Lumber is in contact with Ed es shelf have a minimum radius of 0.01 inch. infiltration of floodwaters into the systems and Power Source. gn g app g P 7.1. Exposed area of an irndividual pane larger than 9' s.f. 9 � 6/10/16 Issued for Construction „ soil or concrete. Provide hidden (blind} metal flashing where tops discharges from the systems into floodwaters. The required smoke alarms shall receive their rimer ower from 19. Match all existing conditions as the relate to finishes, lighting, coursin ; b. Members greater than 9-1/4 in depth or multiple 7.2. Bottom edge less thain 18 inches above the floor 9 Ys q primary P g yg „ of Hoofs intersect vertical wall surfaces. Provide metol step g the building whin when such whin is served from a commercial source, dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 3x members through bolt with t/2 diameter machine bolts flashing around all chimneys, skylights and where sides of roof 7.3. Top edge more than 36 inches above the floor 8. In areas prone to flooding, vents shall be located g g g plumbing y g g at 24 o.c. staggered to & bottom, 1-1 2' from edges. intersect vertical wall surfaces. All metal flashing shall extend up 7.4. One or more walking surfaces within 36 at or above the design flood elevation. and when Primary power is interrupted, shall receive power from a lumbin and ductwork that may be concealed in walls or ceilings been revised, 99 p / g to provide a complete dab in alt respects. Cutting of $cams. Joist grid Rafters: vertically a minimum of 4" from the roof unless noted otherwise. inches horizontally of the glazing. battery. Wiring shall be permanent and without a disconnecting switch 9. All exterior hose bibbs are to be frost-proof type. other than those required for overcurrent protection. Smoke alarms 1. Cutting of wood beams, joists and rafters shall be limited to cuts & All glazing in railings regardless of an area or height above a 2. Flash, Caulk and scot all junctions of new and existing roofs, shall be permitted to be battery operated when installed in buildings and bored holes not deeper than 1/6 the depth of the member walking surface. Included are structural baluster panels and walls and penetrations, to form a watertight assembly. without commercial power or on on-site electrical power system or [No. Date Descri tion EXCAVATION AND BACKFILL and shall not be located in the middle of 1/3 of the span_ nonstructural infill panelsPNotch de th of the ends at the member shall not exceed 1 4 the 9. Glazin in walls and fences enclo>sin indoor and outdoor swimmin in or in buildings #fiat undergo repair, alteration, change of occupancy,1. Contractor shaft locate & stake out alt existing uniderground utilities prior P / 9 9 9 addition or relocation in accordance with Appendix J. Project: to any excavation. The utilities shown on the plants are an approximate depth of the member. Holes bored or out into joist shall not be CLOTHES DRYER EXHAUST pools, hot tubs and spas where the bottom edge of the glazing is less location only. closer than 2 inches to the tip or bottom of the joists and the than 60 inches above a walking surface and within 60 p 2. Excavate all areas as indicated in the drawings. All excavations shall be the diameter of the hole shall not exceed 1/3 the depth of the joist. 1. To be installed as per section M1502 of the R.C.N.Y.S. inches horizontally of the waters edge. This shall apply to Proposed The tension side of beams, joists and rafters of 4 inches or greater Exhaust duct size single glazing and ail panes in rnultiple glazing. minimum depths required achieving clean undisturbed virgin soil with stable J° g . Carbon Monoxide Alarms. Addition moisture content and non-shiffin and non-shrinfcin sail characteristics nominal thickness shall not be notched, except at ends of members. The diameter-of the exhaust duct shall be as required b the clothes 10. Glazing adjacent to stairwa fiandin and tams within 36 Carbon monoxide alarms shall be installed in the following locations: The Contractor shall be responsible for notifications of poor soil characteristics Pipes in Stud bearing Nails or Shear Nails: dryer's listing and the manufacturer's installation instructions. inchesghori horizontally of a walk ng surface when the exposed g to the Architect and shall not proceed with the work until receiving instructions 1. Notches or bored holes to studs of bearing walls or partitions shall surface of the glass is less than 60 inches above the plane i. Carbon Monoxide ore required on each. level on which sleeping t'i'10�/c�tlOt1 from the Architect. Length.Limitation of the adjacent welkin surface:: spaces are located, within 15ft. of the sleeping area. not be more than 1/3 the depth of the stud. ja g More than one carbon monoxide alarm shall be provided The maximum length of a clothes dryer exhaust duct shall not exceed where necessary to assure that no sleeping area on a star 3. The Architect has prepared the drawing and specifications with art assumed Bridging and Blacking. 25 ft. from the dryer location to the wall or roof termination. 11. Glazing adjacent to stairways 0"thin 60 inches horizontally Y P 9 Y For bearing capacity of 2,000# per sq. ft. and a soil characteristic of sand and 1. There shall be not less than one line of bridging in every eight feet The maximum length of the duct shall be reduced 2.5 ft. for each of the bottom tread of a stairway in any direction when the is more than 15ft. away from a carbon monoxide alarm. or gravel, with minimum traces of clay and table R401.4.1 of the R.C.N.Y.S. of span in floor, attic and roof framing. The bridging shalt consist 45-degree bend and 5 ft. for each 90-degree bend. The maximum exposed surface of the glass is less than 60 inches above 2. On any story where a fuel-fired appliances and equipment, of not less than one by three inch lumber double nailed at each length of the exhaust duct does not include the transition duct. the nose of the tread. solid-fuel burning appliances and equipment, 4. All excavations for concrete piers and footing shall be a minimum of 3 ft. Javier below finished grade-unless noted otherwise-on the plans, end yr of equivalent metol bracing of equal rigidity yr solid 2x members. INSULATION fireplaces or attached garages are located. NMidspan bridging is not required for attic or roof framing where ENERGY NOTES See insulation schedule, some sheet Interconnection of Carbon Monoxide Alarms & Detectors: 6. 5. N backfill shall be clean granular fillo Backfill shalt be permitted against concrete or masonry foundation walls 1. These plans are designed to be in accordance with the new york joist depth does not exceed twelve inches nominal. I N S U LAT f O SFern N SCHEDULE When more than one carbon monoxide alarm or detector is required to andez without floor framing or proper bracing as required to prevent damage to walls. 2. Block solid at all bearing supports where adequate lateral support state energy conservation construction code for a climate zone 4. DRYWALL NOTES I be installed within an individual dwelling unit or sleeping area, the Insulation Insulation Moisture alarm devices shall be interconnected in such a manner that the actuation No Backfill shall be permitted within a minimum of two weeks after pouring. is not otherwise provided. Block all stud walls at maximum intervals Bathroom Walls & Ceitinas: House Component (R)Value Thickness T e Barrier Remarks The Contractor shall be responsible for any damage to concrete or mosony wall. of eight feet with minimum of 2 x solid material with tight joints. 1. Provide 1/2 P of one alarm lite activate all le the alarms in the individual unit. & Lisa meld & moisture resistant gypsum board by H htd tht rs over R_30c 8" Fiberglass Kraft Paper The alarm shall be clearly audible in at! bedrooms over background noise 3. Provide 2 x firestops at mid-point vertically of stud wall. VENTILATION 'National Gypsum' Gold Bond Brand XP (purple board) to all walls & L proposed unconditioned crawl space Batts interior side levels with all intervening doors closed.Ventilation Required. ceilings, including all bathroom ,walls and ceilings and any wet areas. McKeon CONCRETE PI)mood: All sum board shall receive cone coat of tae and four coats of D all heated space that occurs over R-30c 8" Fiberglass Kraft Paper Equipment. Enclosed attics and enclosed rafter spaces formed where ceilings are applied 9YP P _ 1. Concrete to be plain, reinforced, minimum 3,500 p.s.i., 28 day test, predicted 1. All plywood sholl be Doug fir or equal. It shall be manufactured spackle minimum using 'Pro-Formi Brand XP Read Mix Joint Compound. _0 existing unconditioned cellar space Batts interior side Carbon Monoxide alarms shall be listed, labeled as complying with directly to the underside of roof rafters shall have cross ventilation for P 9 Y P on the above soil assumption. if other sails are are encountered, tower bearing and graded in accordance with : All walls, ceilings, and ledges toe receive the or stone shall be set u" UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed & 5135 Indian Neck Lane P g each separate space by ventilating openings protected against the Entrance „ values are to be assumed and the foundation must be redesigned. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood on 1/2 cement board. labeled as complyingwith UL2075 and shall meet the sensitivit testing of rain or snow. Ventilating openings shall be provided with corrosion-resistant Y 9 2. Concrete shall be air-entrained. Total air content (percent by volume of concrete) 2. Each plywood sheet shall bear the "APA" trademark. wire mesh, with 1/8' minimum to 1/4' maximum openings. Garage Walls & Ceilings: and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, PeCOnIC, NY shall not be less than 5% or more than 7%. 3. All end joints shall be staggered and shall butt along the Minimum Area: " center lines of framing members. The total net free ventilating area shall not be less than 1 per 150 of the 2. Provide one layer of rag type-z gypsum wall board to all wails detectors and alarm control units shall be installed in accordance with the R.C.N.Y.S. and the manufacturers installation instructions. and ceilings of all garages and room enclosing heat producing Town of Southold area of the space ventilated. equipment. Provide one layer of 1 2 t e x sum wall board N 2x6 Exterior Walls:for all R-21 5-1 2 Fiberglass Kraft Paper Air sealing required Power Source. 4.. The face rain of the plywood shall be laid at right an les to theY / YP - 9YP _ / 4 P 9 q STEEL NOTES g Parg Vent Clearance: at all interior house walls common to garages. Tae & 3 coats new and altered spaces Batts interior side Carbon Monoxide alarms, detectors & alarm control units to which the Suffolk County joists and trusses and parallel to the studs. 9 9 P � P �7 1. All Steel shall have a minimum Fb of 33,000 p.s.i.. " A Minimum of a 1' space shall be provided between the insulation and the spackle for a level 3 finish. detectors are connected shall receive their primary power from the building 5. Nails shall be placed 3/8 minimum from the edge of the sheets. 2. All Steel shod conform to the latest A.S.T.M. specifications far " roof sheathing at the location of the vent. Heat Producing Equipment in Unfinished Cellar, wiring, and shall be equipped with a battery backup system that Drawn By: p The minimum nail penetration into framing members shall be 1 1/2 g q--p automatically provides power from one or more batteries when primary � ARC' A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. for 8d nails and 1 3/8" for 10d nails. 3. Provide one layer of %" type,-x gypsum wall board over power is interrupted. Wiring sohll be permanent_and without- a J.L. ��'� �� p- 4 ylX 3. All work shall conform to the latest A.I.S.C. specifications. 6. All floors shall be nailed as per nailing schedule. all heat producing equipment. in all unfinished open Flat Ceiling R-30 9-1/2" Fiberglass Kraft Paper disconnecting switch other #han those required for over current protection. 0 P � e�. FACTORY-BUILT GAS & WOOD FIREPLACES cellars. Tape & 2 coots of sipackte for a level 2 finish. Botts interior side Checked By; v� ! � Partitions: Factory-built fireplaces shall be listed and labeled and shall be installed W . . ~ � ( 1 General: tical (all other spaces: 0) Vaulted Ceiling R-30c 8" Fiberglass Kraft Paper Maintain a 1" air space M.A.M in accordance with the conditions of the listing, and shall be tested [ (2x,0 rafters) Batts interior side above insulation a- Provide solid blocking at 4'-0" o.c. between the est and first 4. Provide Y2 gypsum wallboard Ito all walls and ceilings not ,_ ___ _ -__. _ - - - r 9 joist in accordance with UL 127. interior parallel joist. otherwise noted above. Tape !& 4 coats spackle for a level 4 - Vaulted Ceiling R-19 5-1/2" Fiberglass Kraft Paper Maintain a 1" air space .A 31,x.66 0� Hearth Extensions. finish. .4) 2x8 rafters ,4 b. Splices of the top and bottom portion of double top plates ( ) Batts interior side cibaye insulation b Nti must be staggered a minimum of 4'-0". Hearth extensions of approved factory-built fireplaces shall be installed (� j 99 Vaulted Ceiling R-13 3-1/2" Fiberglass Kraft Paper Maintain a 1 air space in accordance with the listing of the fireplace. The hearth extension 1 c. Splices shall occur only directly over studs. shall be readily distinguishable from the-surrounding floor area. (2x6 rafters) Batts interior side above insulation Sheet Title : d. Lap fop plates at corners and intersections. �,/�/ REQUIREMENTS FOR Air Sealing Required: (sect.402.4.1 of the 2010 energy conservation code of NYS) 2. Bearing Walls supporting one floor or more: General !�®les o. Partitions must be constructed of minimum 2 x 4 studs spaced MASONRY FIREPLACES The building thermal envelope shall be durably seated to limit infiltration.The sealing methods between dissimilar materials shall allow 16" o.c. of type lumber specified. for differential expansion and contraction.The following shall be caulked,Basketed,weatherstripped or otherwise sealed with an air - Insulation f��+ �7�,r h■ b. If a double top plate of less than 2-2 x ti's or 2-2 x 4's is PER 2010 R.C.N.Y.S. CODE (table R1001.1) barrier material,suitable film or solid material: used, floor joists shall be centered directly over and below bearing • all joints,seams and penetrations • rim joist junctions wall studs with a tolerance of no more than 1" unless substantiated Hearth Slab Thickness 4"min.thickness for hearth extension • site built windows,doors and skylights • sill plates and headers engineering calculations. • openings between window and door assemblies Foam plastic(spray foam insulation)shall be Hearth Extension 8"for fireplace opening less than 6 s ft. permitted to be spray applied to a sill plate,header, c. Bearing stud walls must be sheathed with a minimum 1/2' gyp. bd. re P 9 q- • and their respective jambs and framing (each side of open'g) 12"for firreplace opening greater than or utile penetrations and rim joists without the thermal barrier as specified fastened according to drywall manufacturer recommendation. utility p in the residential code of NYS,sect.314.4 subject equal to 16 sq.ft. • dropped ceilings or chases adjacent to the Protect Job No. : Corner Bracing: PP 9 1 to all of the followings: i. Unless otherwise noted, brace exterior corners of building with 4 x 8 Hearth Extension 16"for fireplace opening less than 6 sq.ft. thermal envelope • the maximum thickness of the foam Fernandez-McKean 1538 (front of opening) plastic shall be 3-1/4" plywood sheet of thickness #o match that of sheathing. ( p g) 20"far firreplace opening greater than or • nee was p Scale: File Name: equal to 16 sq.ft. • walls and ceilings separating a garage from • the density of the foam plastic shall 2. Overlap plates at all corners. Firebox Di "min. firebox depth conditioned spaces be in the range of 0.5 to 2.0 pounds As Noted Design E mensions 20 Nailing: th • behind tubs and showers on exterior walls per cubic foot 1. All nailing shall comply with nailing schedules in WFCM & R.C.N.Y.S. Thickness of 8"where!firebrick lining is used • common walls between dwelling units • The foam plastic shall have a flame Drawing No. : (as applicable), latest edition and all state and local Wall of Fireboxspread index of 25 or less and an building codes, or moufacturees recommendations. • attic access openings accompanying smoke developed • other sources of infiltration index of 450 or Less when tested in I PAI Alignment: Distance from top 8"min. 1. All rafters and joists framing from opposite sides shall lap of least of Opening to Throat accordance with ASTM E84 - - , .,,, 2 six (3) inches and be nailed together with min. (3) 10d face nails. Ilk 2. When framing end to end joists shalt be secured together by metal straps. framing straps 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 frContractor to contact local building dept. for required strapping inspection. Macrina-.-� (see section for strapping and requirements section for rough 0 opening framing requirements). All nailing is o general specification it eppties unless Hated otherwise. Architect PLATE ONE 16d Joint Description No.of Nails NailSpacin I4IP -Poach I Deck Strapping Details g RAFTER 3 TO FILLER ROOF&CEILING FRAMING BLOCK - THREE 16d SIMPSON STRONG-TIC ❑ P.C., A.I.A. TWO 16d TO FILLER Rafter to Top Plate (toe-nail) (3) 8d common Per Rafter 1Z'CS20Coil Strap / SIMPSON BLOCK Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist (3) 8d Na7S over every rafter ' ( ONG—TIE � 'HCP2 (single rafter) � - 16d Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap (3) 8d Nails 'HCP4' (double hl after) STAGGERED Ceiling Joist laps over Partitions (face-nail) (2) 16d common Each Lop RIDGE e e �o ° ° ° Simpson Strong--Tie 12"O.C. Collar Tie to Rafter (face-nail) (3) 8d common Each End BOARD (5) $dx1-1 J2" Nails -ABA46 4'x6' Post --� 16d 12"O.G. VERTICAL • to rafter " TO SPACER Blocking to Rafter (toe-nail) (2) 8d common Each End -ABA44 4x4 Past STAGGERED ?--STUDRim Board to Rafter (end-nab) (2) 16d common Each End ROOF ROOF 1\ ° PLAT o ` -ABA66 6'x6" Post - WALL FRAMING RAFTER RAFTER \ j (2) toplates Nails ;•;:: ❑ THREE 16d WALL Top Plate to lop Plate (face-nail) (2) 16d common Per foot 'e Fill Void with STUD 10d TOE- TO FILLER P p ppp Rigid Insulation BLOCK Top Plates at intersections (foce-nail) (4) 16d common Joist-Each Side ° SIMPSON STRONG-TIE Typical Post vase NAILED H2A at each rafter Prior to Sheath'g TO SOLE Stud to Stud (face-nail) (2) 16d common 24' o.c. Connection Detail Header to Header (face-nail) 16d common 16'o.c. Along Edges {5) to stud /2' Nags SHOE � to stud 21 Main Street Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud a Ston Brook,N.Y. 11790 Rafter to Rafter Roof Rafter to Plate Hip Rafter 2'x Ledger fastened Y Bottom Plate to Floor Joist, Bond Joist, (2) 16d common Per foot � S1 . Connection Detail S2 to Wall Stud Detail S3to Plate Detail to wall structure phone (631)686-6585 SHOE End Joist, or Blocking (face-nail) �i a joist hanger fax (631)686-6786 FLOOR FRAMING n email MMacrina@optonline.net See Rafter to Beam to web MMArchiteC _coin Joist to Sill Top Plate or Girder (toe-nail) (4) 8d common Per Joist (5) 8d Nails 'Simpson' H2.5 A Post Strapping Detail (S5) oftypical sxte ri a r of ty p i ca 1 Bridging to Joist toe-no+l 2 8d common Each End g g ( ) ( ) These plans are an instrument of service and are Detail partiin intersectic3n Detail exterior corner post Blocking to Joist (toe-nail) (2) 8d common Each End the exclusive property of the architect. Infringements of the concepts and design ideas hip / valley � �� presented on these drawings sfia11 be prosecuted Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block rafter to the fullest extent of the law. Copyright 2016: neat t0 SCar� not tC3 scale 0 rafter S son L70 + Michael Macrina Architect All rights reserved, no Ledger Strip to Beam (face-nail) (3) 16d common Each Joist L 0 ! part of the plans may be reproduced without the t expressed written consent of the architect. Joist to Ledger to Beam (toe1) (3) Sd common Per Joist r SIMPSON STRONG-TIE ommo joist hanger , Bond Joist to Joist (end-nab (3) 16d common Per Joist ` -0 0 beam } __- Model 'HRC1.81" � NAILING & STRAPPING at Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot ° 14IP • p craft a 2'x Ledger fastened ROOF SHEATHING ° RAFTER ` 0 to wall structure EXTERIOR WiNDOW / DOOR HEADERS Structural Panels (see zone diagram) ° R ER (5) , Porch Rafter (Required for all New Construction and/or New Additions) Interior Zone Sd common 12' o.c. RIDGE a 8d Nails a Connection Perimeter zone Sd common 6" o.c. 0 Assembly Detail NAILING SCHEDULE "ET : (Wood Frame Construction Manual) Gable watt Edge zone ad common 4' o.c. 4 SIMPSO TStrop TIE 'CS2 ' oil Strap o �- ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS CEILING SHEATHING ov every stud a Notation Gypsum Wallboard 5d coolers 7' Edge /1o' Field (8) 8d Nails Roof Beam Rough A B C D E F WALL SHEATHING Hll Rafter at Each End of Strap {3) tad Common Nails Opening Structural Panels sd common 3; Edge /6' Field S4to, -Rid a Detail Porch Roof Rafter to Common Rafter to Ridge S513earn to Post Detail Hi /Valle Rafter S 5 Dtl. 2'-0" 2 (1) 2x4 1 1 1 1 Gypsum Wallboard 5d coolers 7 Edge /7 field -- - Wrap CS20 Strap Continuous 4'-0" 4 (1) 2x4 2 2 2 2 FLOOR SHEATHING (Subfloor) From Porch Bm. over Roof Bm. Back Down to Porch Bm. 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 structural Panels As Shown 1" or Less 8d common 6" Edge /12' Field Date:plate -.... - - ----- - 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 Greater than 1' tad common 6' Edge / 6' Field (n (4) 8d Nails 1/13/16 Preliminary Review See Rafter to Plate to If cripple studs are utilized over rY 1 O (2) 2x6 4 4 4 4 Stud Connection Detail NOTE. Maximum wall height for 110/ 120 mph zone, exposure B & spacing 0 16' o.c. ($) $d Nails ENn second fir. header,then provide one CS Loadg Bear g Hollow Is 14 feet, see pion for additional specification if applicable. ■� ° LENGT GUT strap from top plate to cripple stud Fiberglass Column 2/10116 Preliminary Review 12'-0" 12 (2) 2x6 5 5 5 5 opening framing requirements). p LENGTH header &from cripple stud to header 2/25/16 Preliminary Review SIMPSON ONG-TIE Notations : 8 8d Nails 'CS20' Coil op 0) ° —(3) 8d Common Nails 312/16 Preliminary Review { ) over every stud (8) 8d Nails A. Number of 8d nails at each end of stra Ins + i 0 N LiGTu at Each End of Strop 6/10116 Issued for Construction PP g 8 8d Nails J ° - O Porch Girder B. Number of sill studs on the flat (does not apply to doors) A © eS: \ - SIMPSON STRONG-TIE 1. Sheathing As Part Of ShearwaN Segment (SW.S.) Where Notes On Floor Plan, 3 ° c �R Post to (Beam Strapping C. Number of full height king studs at each side of header Shall Be Continuous From Sill To To Plate Or Adequately Blocked At Joints. PAN 'CSr e Coil Strap Simpson H2.5 Top q y � p over every jack & king stud Post B 8d Common Nails 0 6"oc in field and 3'oc at edge. SIMPSON STRONG-TIE ° D. Number of 16d nails end-nailed through adjacent king stud to end 2. Hold Down Required At All 4 Corners Of Structure Unless Otherwise Noted. ■- CS20' Coil Strop w Post Base of header at each side over every stud first floor Install Simpson CMST16 u (8) 8d Nails E. Number of jack studs at each end of headers (assume double headers) C E for 16 ft wide sliding door c a No. Date Description Y Provide strap for F. Number of 16d nails end-nailed through adjacent jack studs to rtrt ° LEnN each jack stud when Cancre#e Pier Project end of sill s) at each side (do)es not apply to doors) __ __ tiU � I; multiple jack studs ( -- --_ __ (8} 8d Nails 8 8d Nails - - -- / 7- r }f A { ) Q �.. are required „ / 8d Common Nails „ ,/ Hollow Porch Column Proposed i It/ \rr, n ® 3"oc at edge r i �,� r U) rim, joist 1 I U 1 N N to Deck Assembl Detail Addition & CONNECTION OF MULTIPLE PIECES i \ il, 11 n— Plywood Sheathing— (8) 8d Nails y OF TOP-LOADED BEAMS(t) \ ��+J + 1 `11 �1 al 8d Common Nails 1,, + 1 (�. Roof Beam Renovation 1%"Width Pieces: 1�/ lit i� C.ii ® 6"oc in Field i� ii'- \i1i. `�t ll Ir _-- Gable Stud Wall First Floor to Second Jack Stud at —Porch Roof Rafter to Beam • Minimum of 3 rows 110d(3"x 0.128")nails at 12"o.c. i( tr II a 11 _- ,+ =a+ - 1+ to Post Strapping {S5) H +1 it 1�+� ► S7to Wall Stud MI. S8Floor Wall Stud Detail Header O eni For '\ � S� n • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. I\ li Solid Blocking- fori� i mil p n � � ri� n 14 and deeper beams +1 at plywood joint PYw • If using 12d(3%")or larger nails,the number of nailingrows may be reduced b one. r ``' Iii` ii I rl —li Y Y i �u^u,--+ il=1 " " Javier Solid 4x4 or S'x6" Wood Post I (8) 8d Nails Inside! Hollow Column 3l"Width Pieces: 111.=�= Hold Down f _ Q => Fernandez (see plan) SIMPSON STRONG-TIE • Minimum of 2 rows "bolts at for detail I- 24"muo.cstaggered � N 12„ 'CS20' Coil Strap SIMPSON STRONG-TIE (8) 8 ails .� over every stud SIMPSON S ONG-TIE 'CS20' Coil Strap a Load-Beaeg Hollow Lisa(1)Load must be applied evenly across entirebeam width.otherwise,use connections for side-loaded beams. min' 'Cer e C Strap over every stud y/ over eve stud Fiberglass Column ((��+[[�_ PI`��ood Sheathin N ° Additional milling or bolting maybe Plywood r g required with side-loaded multiple-member Q (8) 8 ails beams.Refer to current product literature. Typical Sheaf Wall rnrn --- H ° McKeon Rim Joist (2) 8d Nails blocking `o = (8) $d Nails •Z-Max e ��St 5135 Indian Neck Lane PSPN516Z '� SIMPSON STRONG-TIE MSTC52 (5) 8d Nails Peconic, NY RPS28 � � LTP 4' ^ . * Space one for wrap under 1 'Simpson' H2.5 A ° ° 1°�S� Porch Girder every stud sill plate � - o °° ° ��` (8) 8d Nails �_. top plate joist hanger Town of Southold � l " L II �l (5) 8dx1-1/2 Nails SIMPSO TRONG-TIE �If�lid 11 Suffolk County (� oundat;on I) wall 'CS20' Coil rap i1 st I=o over every stu Concrete Pier - Drawn By: ��D ARC L (12) Sdx1-1/2" Nails t (8) 8 ails ° (8) 8d Nails yr 0 1 1{ptl I�� J.L. �,'� A. ATEROR E PIPE RIDGE 4 VlVall Stud to Rim Joist Wall Stud to Plate Cantilevered Wall Stu Checked By: S 10 to Sill Plate Detail 1 1 at Garage Wall 12to Rim to To Plate Detail M.A.M11p Sold Post Porch Column . co ATTIC to Found'n Assembly Dtl. T 't NSI SS1.5 - V� STRAPPING INSTRUCTIONS : SimpsonH2..5(hot-dipped gaiv.) Sheet Title a C \ J i6 NSI \\JJdd ° N o 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel BLOCKING 2 BAYS (; see deck ledger N Note: or Simpson Equivalent CS20 (coited strap) (4) 8d Nails Deck Joist Strapping Details ° e a BACK ® 48" o.c. U = Required ere note Unless Noted Otherwise. detail,same sht. o °� �, n plans 2. Use Stainless Steel Straps & Fasteners or for �tothou est ■ SECOND FLOOR Solid Corner Post So11 Corner Posh Hot-Dipped Golvenized When in Contact NSI Q = with Pressure treated Lumber. Nail Schedule = v HD Hss2- SCSI a (4) 8d Nails Porch Girder ■ = SIMPSON HDU8-S 5 3. install Strapping For All New Construction. Framing Detail.? U Y LINES C And where noted on plans Fr Post to Beam Strapping 0 7/8" dia. 2-16d Common Simpson H2.5 (hot-dipped galv.) Q Threaded Rod nails ® 6" O.C. 4. Install Strapping for Each of the Following: Post = HSS2-3-SDS1.5 BLOCKING 2 BAYS 'Simpson' HDU$-SDS2.5 U Holdown _ for full length -Rafter to Rafter over Ridge Post Base ELECTRICAL WIRING BACK @ 48" o.c. � of stud -Rafter to Plate to Stud FIRST FLOOR C Blocking � -Hip Rafter to Plate to Stud Project: Job No. o — 0 ® Endwall li o -Common Rafter to Hip/Valley Rafter NS1 ° �•, O second floor E _End Wall Studs to Wall Studs PSPN516Z LOAD BEARING WALL(wfth HVAC Chase} 0 + I o Fernandez-McKeon 1538 MSTC52 " i I � -I-leader to Jack Stud Concrete Pier Seale: File Name PSPN58Z _ _ 7/8 dia. Threaed Rod �•l �"° Rim Joist s -Jack Stud to Rim Joist Embedded 12' into Concrete � -Wall Stud to Rim Joist As Noted Design E BLOCKING 2 BAYS w/ 'Simpson 'SET' Adhesive -Cantilevered. Stud to wall below .• 'I RPs2sz If footing occurs BACK ® 48" o.c. 0 -Rim Joist to Sill Plate install {2)#4 dowels Drawing N0. � 'SIMPSON' U8-SDS2.5� ° fir oar -Rafter to Ledger with joist hanger Electrical & HVAC Protection Guards Gable 1lVal1 Blocking Dtl . o Holdldown Connection Dtl. Holddown Connecti Dtl. PM r- -Rafter to Beam to Past Plumbing , g �o -Beam to Past to Floor Beam Deck St ling 2 a� -Floor Beam to Post 1 or fir t tort r not to scale not to scale for first floor to foundation wall connection f s f o o second floo connection v -Post to Pier (footing) AssemblyDetail -Joists to Beam (1)2"x6"Treated Michae I Sill Plate Concrete to be M- - acrina Coated Copper 3,000 psi min. Termite Shield Architect ,Sill Seal Insulation - Anchor Botts L-4 -�._' ❑ P.C., A.I.A. (see Anchor Bolt Dtl.) I I b E • II _ 11 (soured Concrete X lr Foundation Wall ❑ ±66'-0" (8"wide) • ° o° co 14'-4" ±35'-8" 16'-0" To GradAsphalt Damproofg new found'n (new found'n) /8„ i3-0 $„ 22'-0" Provide 2"x4"Key i° ao = E ❑ REAR LANDING PIER (deck floor framing) `� I E A"x4"treated post on ` ck floor framing a o 3 12"Dia.x 3'tall(unless noted otherwise) � 2"Screed Coat —• NOTE 'T: : Poured Concrete(min.3,000psi)Pier on �p General Contractor is to Adjust the Emil r Barri etyne-� Undisturbed Soil,min. of 36 Below Grade. i Exact Height of the New Fnd. Wall A vapor Barrier -— — Top of Pier to be flush with finish grade. - ° 21 Main Street Install Simpson Base(see detail)into to Align'the New 3/4" Plywd. Subflr. A-8 'o o = Stony Brook,N.Y, f 1790 Concrete Pier for Post Attachment with the Existing Subfloor. �• 0O phone (631)686-6585 --- r {2)#4 Rebar - _ • • fax (631)686-6786 ---------------------- - Compacted 4~ email MMacrina@optonline.net ---------------------------------- _ New LANDING&OUTDOOR SHOWER LEDGER New(3)2"x10"P.T. New(3)2"x10"P.T. New(3)2"xi0"P.T. Clean Fill web MMArchitectpc.com, ---(2)2"x8"P_T.--- _— (2)2"x8_P.T_,-- 2"x6"P.T.F.J. Install 2"x6"treated Nailer lagged t0 '" -- ------ -------------- — ------ — 16" These plans are an instrument of service and are _ _ _ _ low girder low girder at 16'oc solid rim joist w/3/8"0x4"long lag bolts �" Low girder Low girder Low girder . the exclusive property of the architect. Infringements of the concepts and design ideas s at 16'oc staggered top&bottom for deck II ; Typical presented on these drawings shall be prosecuted cn fi•_ " attachment bolts to be hot-clipped galy. ( T-� " of ler of ler 1 to the fullest extent of the low. Copyright 2016: 1 � typ (see detail 5,same sht.) 1 1 ° footing to be a min. of 3s" below grade ledger f r r 7-4 p T-4" p T-4„ I Foundation Wall Michael 6lacrina Architect_ All rights reserved, no port of the plans may be reproduced without the 1 p I expressed written consent of the architect. — -----!---------------- - -- - — i I JI 1 • I Top of Foundation 1 1 u 1i 1 "1 ----------------- " +match existing 8 ; -- -------- 8 _ g Crawl Space Floor I ittoo CN Roo i I -- -- 13-0 _ I (see note T) 2"Screed Coat over 6 mil. 1 1 ii o i 1 1 i- polythelyne vapor retarder -001 i i ° x i REAR DECK PIERS PLAN o Co-1 I New 1 100., 1 1 u N I ____ The Connection Instructions of the < 1 I 1 = X (lap joints as required) 1 1 u I 6"x6"treated post on --� iD>1 j Crawl Space i 10> over clean compacted fill, ; L-1- t° 1 16"Dia.x 3'tall(unless noted otherwise) C_ _—___� New Foundation Wall to the Existing Foundation Wall are as Follows tall ceiling) i - -_� remove all vegetation& „ 7 " ,i z a Poured Concrete(min.3,000psi)Pier on Exist' New 1) Clean the €xist'g Foundation of o each side 1 .6"wide x 4 I " - 1 u Undisturbed Soil,min.of 36"Below Grade. any Soil adjacent to the new C 6 tall bm.pocket I 1 ; 1 C organic material 1 " " 1 Top of Pier to be flush with finish grade. � Foundation Walt. " P 1 0 5-0 4—5„ P 1 6-fi fi-6”,- ( ) " _ - _ Install Si ( ) Y. t 16 q-8 New(3}2 x10"P•T. New(3}2"x10"P.T. ti>, New{3}2 x10 P.T. meson Base see detail Into 2) Drill a Hole ® 24" o.c. Vertical)t Lar a enou h fora 5 Rebar. - g- g• Concrete Pier for Post Attachment -- { 3) nstall (1) #5 Rebar in each Hole � o � 1 � i s " t s " footing Low Irder Low Irder Low Irder .�CL.oN I _ (3)1/a"x 7Ya Ivl (3 1/x 7y"Ivl I 1t2 =30, 1 �- I o 2 2"x6"P.T. 12 Tera' a a� & Set w/ Epoxy Mortar. QE low girder low girder : a�� r--------------� tia.. _�-�_____ P 11 _— ! 4) Extend each Rebar 12~ min. into c o o 'a 1 v -j — d 1 1 ca y' 1 _ 1 flush girder the New Poured Concrete Foundation �' 1 I v =-`�' I 1 a' I 1 ° 1 1 I REAR DECK LEDGER ELEVATION Wallm . typ.footing d I c r--------, I I lr :CL= °� `o mE I oo�'i 1 I i I ted er -; 1 I I Install 2"x10"treated Nailer lagged totYP 9 u 1i 0) rn1 «a 1 '�, a: a, = 1 t o m•6 1 1 1 1 1 u_ I(see landing&outdoor a �: -^a u_ a { 1 Isolid rim joist w!3/8 0x4 tong!ag baits cn"� { I -i .x o N I 1 u-m I 1 1 1 0 1 shower ledger note) 1 a 0D°' F ^°' 1 1 at 16"oc staggered top&bottom for deck � 0' E 0 1 0- -01 I 1 1 - 1 � = 1 l 0 v 1 Date c v 0 ;� I I a)m 0 I 1 1 1 "' r r1 cD 1 1 0 0 = � 00 IIattachment bof#s to be ho#-diPPed 9aly.I to0 L ,✓ I : I M�1 I 1 Existing 1 1 - 1 approx.location of 1 x v o 0 011 (see detail 5,same sht.) Connection Dt . 1 I N .as t 1 1 1 1 ee!!arentrance r- 1 Zo m r 1 �, r_ fl X 0 c o 1 1 1 1/13/16 Preliminary Review 3 a, Pin New Wall to exist 1 1 1 I to remain 1 1 existing waste line 1 — co 1 1 I [ I I d Od g 1 1 I I 1 1 04 1 1 m 00 CV r � a3, { 1 z {see detail 2,same sht) 1 1 1 ~ 1 i Z v 0 l 1 Not Ta Scale = Typical 1 { 1 1 !? i 3-6 18' 3-6 1 1 v m o 1_J 2/10116 Preliminary Reviiew --- -------------- -------1--------------- z r --- ---- --t ----- — _ _ Q ' --------- IZA °o ---------yp------- -� L-----� , , ------- - „ 2/25/16 Preliminary Review Step Footing Up to a0i I 12 max. " 1 3/2/16 PreliminaryReview o.c. -- ------------- ---------------- r -- - - --- ----- -------------------------------- 1 I 36 Below Grade 1 0 o landing � landing 1 1 see detail,same sheet 1 t Pin New Wall to xisfg basement t'9 g oiltanki i { ) typ_ledger j iv � X new stairs ' 1 see detail 2,sam sht. U p 1 - - _ TYPICAL P 6/10/16 Issued for Construction ( ) window for new(2)2~x8" 1= new(2)2"x8" ------ --'---- SPACING CORNERS Typical access to new 3R(9"T) Q = 1 1 1 YP crawls space tnmmer trimmer rIN I ------1-------I-------------------- 1 io iV °D 1 i insulate all stair = � _► 1 . „ oo 8a { _ ao 1 1 walls ,�, ^ -' 1 1 - 15-4 ., too s M o,1 I remove existing 1 1 0 I 1 Simpson BPS%-3 +1 i 1 rim joist " W.M. 00 o 1 Pin New Wall to exisfg o c{ > hot-dipped gale. IE new location for N = 1 1 see detail 2,same sht. CD -2 >1 I o 3"s Washers& x I _ 0 m 1 ( ) _ { q No. Date Description o w.m.&dryer run i 1 Typical �, &>1 1 End Nut Setup all necessary .� m 1 1 = c X 1 I m 1 i New 3"0 Steel Column w/ ___L_ ____1 , it plumbing&elec. x , 1 z LL m -I a 1 top&bottom plates on a 1 - s " - - 1 er 1 o o i Project 1 24"x24"x12"deep P.C. P. New(2)1/xri"Ivl flus hdr. { �- g oo v rn Typ Anchor Bolt Proposed � � ,vent to existin 1 I 1 ; Ftg.w/#4 rebars at 7"oc E.W. _ T� " exterior boiler 1 1 g" - CD g„1 • 1 3 p 1 1 both sides 3 8'-6- Placement 1 0 ( ) i Placement Detail ” T—s" T-8 -- -- Addition & 1 i '`' �� F`b� ( insulate all stair 1 i r_ (3)1%"x s#from above-� 1 1 1t° oo0O ' i1 existing girder existing girder `b walls existing girder i i 7Y"Ivt • (3)1%a"x 7Y"Ivl t ., �'`� 0 1 Renovation C14m o o to remain o L__ flush girder t flush girder x I I o 0o N X 1 to remain x to remain f rxv �+cql •-N o + f For rn fao #1° 00ITreated Sill�Plate0! 1 1 typ.footing L I t E (see Found n Wall Dtl.) a: Linsulate all stair __ o a' 1 i a " = �E 1 walls existing 2"x8"F.J. i coo t E �_ i { a: 5/8 dia.Anchor Botts ,, Et- cutback &tern to New flush hdr. i i New ew 3 m v," 1 +o {Typ.at new addition) aEi� I 1 Crawl Space I v-i = 1 , , Javier 1 1 Existing existing 1 1 m z� b "= 1 1 P.C.Foundn Wall I i X o H.W.H. 1 ''i'I' i (±36"tall ceiling) co — 0 i °' ` CY) Cellar �'� i I II I I Pin New Wall toexisfg N1 • 1 $ Fernandez I 1 u, cu remove exist g ---a-yll I I ) I 1 0 To of Foundation 1 1 +8'-0" x basement 1 1 (see detail 2,same sht. r P Xi i i Clg. 111 window for i �� I Typical ; match existing t 1 1 alccess to new 1 1-- - r--_----r------- -------- - I ( ) yp Anchor Bolt t l . ____ ____ { see note T & Lisa 1 I existing scrawl space 1 , 1 1 1 I I Not To Scalc� 1 I 1 t--------1-------------------- ---- J McKeon 1 ' Ex.E.P,1 --_---- ----vent o0 = _ Step Footing Up to La Building Paper 1 > --------00 ------------------------------------------ -----------------------J 1 36"Below Grade of vent 8,_0„ _1 0- P 9 P 1 ) N a, over Deck Flashing 5135 Indian Neck Lane 1 (see detail,same sheet 1 --------------------------------------------------------------------- --------------------- ---------------------------------------- Peconic, NY m 1 I existing >< o " i Install Alum.Deck 1 ' Flashing over Nailer 6" Town of Southold 3 �--� Suffolk County Rim Joist Q �- Install Ice&Water Shield X i----------------------y A Drawn 8y CL v 1 1 A-$ over Plywood Sheathing yep ARC CU o L---------------------J to Approx.8"-12"above 0 treated Nailer J.L. '�� C�1. Decking _ _ Y _ (see plan) 0 ^A• q Hot-Dipped Galv.or - -- Checked By: w U�Q 1 Z �1 3/8"0x4 La Botts at 16 oc „ „ M.A.M c a 16'-0" S.S.Joist Hanger (new found'n) g ttom ±66'-0" bolttsgto be hot-diered top& pped aiv. LEGEND : UTILITY SERVICE NOTE: 0`0 Detail of [�eclk Ledger � ;R • -------------- General Contractor Shall Sheet Title : { Foundation Plan Exist'g Foundation Wall5 /I Locate & Stake Out All 3'• = 1 "-o•• to remain Foundation Plan 1/4•• = 1 "-0'• -------------- Exist'g Utilities Prior to New Foundation Wall --------------- Any Excavation. The Utilitiesry Details On Footing Shown on Plan are top of wall (O'-o") --------------- Approximate Locations Only. 36" plan north Lower Top of Wall --------------- (see plan) 17-771 New TYPICAL New Poured Concrete � �Y'f Footing L u FOOTING & COLUMNS Project: Job No.: 3"0 Steel Column on 30 o Fernandez-McKeon 1538 Detail Symbol I Alt 36"x36x12"deep (unless noted otherwise) Scale: File Name Poured Concrete Footing Typ• - topped As Noted Design E NOTES : w/#4 rebars at7"ocE.W. Footing Detail Drawing No. 1. Double All Floor Joists Under Parallel 1/2" = 1 '-o" Walls Above Unless Noted Otherwise. AM 2. Utilize Steel Shims Only Under All Girders. 3. Wrap all wood girders that sit in a beam pkt. or on a pier with ice&watershield soft flashing to prevent direct contact with concrete. Michael Macrina x8"hdr. A B Arc;hippitect GableableWindow A-8 A-8 C12Saddle to be Door stationry of window & ridge above selected Max.slope of 1:2 ❑ ""' P.C., c c A I:A 1 (see elevations for head ht.) Tile Fir. SubFlr. ±66'-D" Wood Fir, mud base 14'-4" ±35'-8" 16'-0" (proposed addition) (proposed addition) 12'-6 " 14'-51' 6'-51- 26 " Stocking T . Saddle Detail 2 2 8'-(1" 8'-Q" of window & stairs off window & sink of door of door & living rm. Typ. } 3" = 1 '-O•' 21 Main Street Stony Brook, N.Y_ 11790 phone (631)686-6585 s ep fax (631)686-6786 step-- 36"tall railing roof rafter email MMac(ina@optonfine.net each side web MMArchite c corn --- ----- tap � . --- -- -- -.---- - ------— _ _ _ e s are an instrument of service and are - - — _--- -- _ _ -_-- — — ---- --------- - -- theexclusiveproperty of the architect. H1 -iandin 3 ---- H1 ---- --- aprosecuted --� _ --1 -- - - -- -- - -- - -- -------------- - ----- - --- - -- 2.��,6Infringements o the conc is and design ideas concepts g Double Top Plate 2��;g presented on th se drawings sholl be -decking to—Ld New j3)TY4"x9f2"Ivl hd . Window Header to the fullest extent of the law. Copyright 2016: A-3 -be-selected � — - ---- A-3 - — - - ------ ---- - Michael Macrina Architect_ All rightsrsrved, no —ice -New FWG12068-4 - .- ---- - (see plan) part of the plans may be reproduced without the -- _ temp glass _ I expressed written consent of the architect. - -- _ = -= - — -- — ---- — - i _ - „ \ $ ° - ---- -- -__--_.---- - - -_------- -__--_ 1"thick rigid insulation filler i Lo \ o u- i i do 6 a_ M (n --tet (optional} t. r X 3 x o N i - -- - ew - ------- I !! 3 ao U \ ;o U — — - z = i i z N --- --- ------- --- - - - -- --- - Window Head N ^ _ l l __ I D-eck_- __ __ I •6'-7"A.S.F.(match existing) v z 51" I 113'-5" 51" v Z I -- necking to- - -- - - - --- ---- -- _ �e selected - -- -- -- ------ - - _ Typ. Window Header Detail C I l C o 0 A-8 i New A-$ a ` _ Bed rm. #3 - --- ------- ----- - --- � - _ o i i acv v 5'-0" 8'-5" 2'=Q" - -- --- -- b o l 1 ao to - 'I •' = 1 '-O" first floor _I Top of Plate _ I i I Top of Plate I -- - - - ------ - - ---- - d I 1 Vaulted 8'-1"A.S.F. v, 8-1 A.S.F. � o - - -- Clg. a i {CL { v --- - - - P g — - ' ' Existin L bench To tjf Deakin 18"Below kiouse subfilr- ------ ---- l New(3)13/"x�"Ivl low bm. Entr'�fice - (under roof trusses) ---- -- ---- --- -- ------ -- - --- --- C a�i Ci -- ----------- -------- iFill 3�" 4'-0' -New{3)2"x8"hdr. - ------- ----- -- '`� ! I Date; L X `, exist' o e in New(3)2"x8"hdr. - io - ---_ .-.- _ 9 P 9 New-- ----_New FWG2768AL 83 U _ i i exist'g Id ., " New CX25 - utdoor-- New(3)2 x8"hdr. temp._glass= Preliminary------ 1/13/16 re lmma Review Z Z? o ! 1 -- -----New(3)1/4 x9/2 Ivl hdr.--- --- -- - '- I I New(4)2"x4" New CX14 � � tempered ewer �� 3_.�-_-f ��-- z post lower sill framing as req d -___ _ New C33 -step —New FWG12068-4 2110/16 Preliminary Review -ste �.. �� - - - - - - ---- -- - - -- -- - - - = 2/25/16 Preliminary Review temp.g ass - a - - T New new shelf below�'� , don H1 °O o a 3/2/16 Preliminary Review L Q P New ya new bilet = i ! (3)ri rs --------- ---- - - v �, " " box beam �O (4)2"x6" vanity ,landing landing - r„te - - *� j 3 - t 4 x6 �r - d for Construction ( in soffit + est oo sink DW 6/10/16 Issue o _'all U post = New �� A = D n at 6"e ch p A-3 v - z x 3 i �i Walk-1n �� +7.�„ 3R(g"T) ----- ------------------------- 00 -- -- --------- ----------- - - - closet - g ° _ --- -step �. " 36" cooktop v z - CI $-6 oven " 4'-1-" { E -� 00 EXlst g 42" 1 124' 12-0 2 do 3 risers Lo = match 42" l -(3)2"x6" ( ) � o existing afh�m�- new - — ----- 3'-5' 7'-0" �, lack studs at 6 each ,; O " " ^ I each side H pack-out to be rano ated 30 x60 ( ) !;..` " !- exisfg wall tub ;,, = open C ----------------------------- Wood burning �_� Imo..' r New 3 4 r+ C i No. Date Description o r:36:$; , : - j I Stove to be P -' �, I - to Q-- 36" Kitchen sad e �Q linen I=� �� below ref I .�KN selected NE,' 'Q close - +P island _. i mJ;F - _ N Vaulted l 1 Project x ° :. {. the fl - Bathr00 � _ - - zCL ^! ( oar) 20 " 3to code Proposed new stairs i end �-counter overhang i " Proposed °' at A `µ 3 "vanity align ±7'-6" Existin N �o to cellar Panel ' New(3)2 x6 post . Z H Clg. g l I I -� ------------------------ block solid down ;�, "r7 New(4)2"x6"post ---------------------- 00 A/C Unit seat iO match Hall + , New k soli 6"post i - girder below New k soli 6"post _l .4 to Addition & New ° existing � - block solid to � �O != block solid down t----- ------------------------------ ---- block solid down � _ � _ exisfg girder below + I to exist'g found'n =ATI to foundation o fl Renovation coat - exisfg chimney ; o r -H" C 4'-82" 35' 18' �� 'A r closet = - --------------------------- ---- r oW CN >i 4. ��s �� Exist g =___________ � ❑ _ a For rod & shelf - --------------------------------------------- New CLo exist'g °° Bedroom #1 New Exist'g °'°Set R/Rflooring mill a2"airspace Living Room Javier �� +`�° +7-6 ,,II Dining Room 1 (typical) �,G Bedrm. #2 �, = I c-6 E-a Clg o Vaulted t ao Clg. 3 Q c 5 " R/R flooring ±12-81 1 1" existing 1„ I�°'! 1 Ck�. \r `" r o rn U=3 " 32» �� " 32 g 32 I � � " 5�" � ±15'-6j" 5�" ;'� � U Fernandez C in a, f25 ±12'-5" l ±21'-0 X 0)in N •N'X N N `' co Z O X a� Z 3 m +7,-6„ ° Ctg. & Lisa exist'g � existing closet 1n 1" 16" , " McKeonC) 0°4�°� 6-2 6'-22 7=1 ex.elec. Y ,r'a'n _ H1 of window of window meter New(3)2"x8"hdr. PLAN i ��fi`�� NOTES �� New CX15-3 A-3 L �V 'V 'V 5135 Indian Neck Lane _ > ; exist'g opening ' A❑ Custom Shower with: PeeonlC, NY -''- - exisfg hdr. °� S° -Custom tempered lass enclosure. existing opening New 3 2"x8'hdr. new New(3)2"x8"hdr. 0 co��° p g existing hdr. g ( } 36"x80"door new 36"tall railing New CX15ti3 �N `�� -Schluter-Ditro-XL uncoupling & waterproof New CX25 Ne""CX25 existing to be selected each side °� °°�� membrane w/ on sht. curb Town of Southold (see detail " on sht. A6.2) Lower sill framing landingB -Secure the water supply riser from Suffolk County as required A� the shower valve to the shower head to the permanent structure. Drawn B E01 A R -Shower to be equipped w/ y= pressure balance control valves. AA -Surround to be the over 1/2" cement bd. J.L. �, A-8 SAV Q�� i of window & living rm. Checked By: y'� •1 8'-0" 8'-Q" M.A.M ±50'-0" - 16'-0" . : - Floor Plan qr - - - - - - -- -- Legend - F - ------ -------- -------(proposed addition) / ,Of NE ±66'-0" HOLD [}OWN CONNECTION & STRUCTURAL POST Sheet Title STRUCTURAL POST �, " a (MIN. (2)2x4 U.O.N.) First F'dor Plan First leer an Window Replacement Note: TALLER / LOWER WALL r��'> </ ' 114" _ , •-O•• TYPICAL INTERIOR SPECIFICATIONS: Contractor to Meld verify all window NEW WALLS ---�-�-- ' ��tc'�I�S rough openings to determine exact unit size prior to ordering. EXISTING WALLS 1) Window&doors are to have sheetrock returns ABOVE SUBFLOOR A.S.F. plan north SOFFIT WALL CABINET 2} Window stool is to be sheetrock return / ABOVE ABOVE _ _ _� 3) Typical base moulding is to be 1/2"thick x 3-1/2"tall flat poplar Windows & Exterior Doors Project: Job No. to be painted. DETAILED SECTION X Fernandez-McKeon 1538 All windows 8�exterior doors are to be A_tt F4) Interior doors are to be 1-3/4"solid core, 'Andersen'400 Series(see plans for model#'s) Scale: File Name in MDF with flat panel,bevel sticking,3/4"jambs&square hinges As Noted Design E -full divided lites TECO = INSTALL SIMPSON STRONG with polished chrome finish TIE JOIST HANGER first floor-6ft-8in tail doors(3 hinges per door) -standard insulated glass Drawing No.: -standard hardware -exterior color to be dark bronze EF = EXHAUST FAN TO BE -interior finish to be pre-painted white VENTED TO EXTERIOR ' - - - -tru-scene insect screens Michael Macrina Architect '. ❑ P.C., A.I.A. i 21 Main Street Stony Brook, N.Y. 11790 phone (631)686-6585 fax (631)686-6786 email MMacdna@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 N e w 1 2 rcl k e o ve r a n g to the fullest extent of the law. Copyright 2016: Michael Mocrina Architect. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. ----- =x=====------- -------------- -----------------------------_ ---- - 7, 01 post ridge beam down to window header below i ii E w/(3)2"x6"post iii D .0 - 11, iii i > L hui F i 0 i i 0 New 2"x10"R.R. (P /l New 2"x10"R.R. C ii at 16"oc(12') at 16"oc(12') i c U) _ A-8 t7 I > l i 0 A$ A B v- — `+-- A-8 A-8 C) co12 12 ! co i� •- -X 7Y4" 7�4" -H 7" i �_a N Z ;Ri z i Z- Date: post ridge beam down Align Fascia Boards to ceiling beam below N e w 1 2" f a s c i a o v e r h cl n 1/13/16 Preliminary Review w/(3)2"x6"post � Exist'g fascia overhang to remain 9 2/10116 Preliminary Review / - I - _ -Tr !-- - --- ----- - --- ----- --- ----- ----- - Align Fascia Boards ,r-- T Preliminary Review 1—low beam below i ; 3/2/16 Prelimina Review a existing roof trusses ;� i ; i New 12" fascia overhang rY to extent see first floor plan) i _ - - of fascia ll i p ! 2 c ±5 X � ± (match a Isfg) 10/16 Issued for Construction .� 6/ -- -------------------------------------------- _ _ -----------------------------------------------------------_--___-__l , lJ ; � ' c� -y------ ---------------------- --- . —New stainless steel flue ----------- --------------------- -----------, for wood burning stove No. Date Description I III I ' / o ---, I � i i i i N � , „ , �- N r „ ` rnC� Project `-----r------------i" moi-,'---_"_-- --_�-'^-------------� u i N SO i i V ------------- -------------- Nrr Z i I Proposed align new I I S u' F- ' ; roof w/ L C i existing / i Q i I / z > Addition & -C i --------------------------------- " ----_ r / N w 3�1 4 j 18" Ivl ri ge a '-',l_ - New (2�1 j4„x14" Iv! ridge beam i 0 I --------- LT------------- ------- Renovation T __________T_____________T__._________________.________________-___________ _ L ID post ridge beam down ost ge am own / i post ridge beam down post ridge beam down 0 For I I I I ! (D to cellar girder below I ------ - _; ' to/found tion elow' to girder below to foundation below i L U) w/(4)2"x6"post i ,----- ----- -� .-. w! 4)2"x6"post i '; w!(3)2"x6"post w/(3)2"x6"post ; 2 I ; (Y i4 f--- --- I " ; ; I I m H e lY i . N N ii ii o � , ; I Javier (3 _ o f I o i rn d N I N L gni r ' i �� a3 i - i C _ � L J I L 1 N I O N �- N o 'I Fernandez, X Oll� � r3 /Z 5. ! �, C tJJ (rn tch exist' o W N Lw ii II ii i i Z i ±5 ISI F-� Z & Lisa /X __________________ McKeon /y New 12" fascia overhang 35 k L ------------------ , L------- L-------T- ---�r- ------=--,T ----------- ---------------- - --- ----- ---- --- ------ ----- ------ - -- ----- ----- ---- ------ --- ----- --- ----- --- Neck ane 7:=--------- ---1 ----------- 1 =_=__=====, - , r ____ ______ ___ ______ __ -_____ _ Z I j Align Fascia Boards Peconlc; NY Exist'g ficrscia ovenccing to re�mcain New 12" fclscia ovenccing Align Fascia Boards Town Of Southold Suffolk County AA B Drawn By: ��p RC Roof F ra m i n P[a n A-� A-B J.L. y�� ,�, Ar ,i#q,�'r,,. CP Checked By: VPI �/ �� n•{ a � z M.A.M *ROOF PLAN LEGEND: f%P t 1366 plan north WALL /OF y0� I Ngo Note to Framer: BELOW ROOF ----------------------------- !I< 12 Sheet Title All overhang sizes noted on INDICATES ROOF PITCH AX roof plan are rough framing Roof FramingPlan from outside face of stud wall BEARING WALL Roof -- BELOW ROOF to outside face of sub-fascia & sub-rake. INDICATES AREA OF DOUBLE ROOF FRAMING INDICATES POST BELOW INDICATES STRUCTURAL - - BEAM BELOW ROOF Project: Job No.: Fernandez-McKeon 1538 INDICATES SEQUENCE Scale: Pile Name OF ROOF FRAMING As Noted Design E Drawing No. : N.A. i c h a e 1 Existing Roof Trusses to Remain New Roof Framing over existing Living space Proposed Addition Macrina Architect , New structural ridge& roof framing(see roof plan) 0 P.C. A.I.A. Board&Batten siding to consist of: exist'g Existing brick chimney new =' 1"x2"Cedar vertical battens over 12 Align new roof w/existing - 12" continuous ridge vent(typ.) r_ 1"x10"Cedar vertical boards w/1/2"space oh con Inuous n vent _ r between boards for expansion over i-, _ � new r 7i rr---�- -I�--�--TI t--Ir--ridge �r�t-�---�- -Ir- �� 12" 9 (tYP•) continuous ridge vent ice&watershield undedayment I 11 t1 tI n 1I n tl n 11 n II if II II 11 n L 9 (tYP) oh - '1 2 12 I it n n n II n I n 11 a ri a ii n 11 n --' _ _ iL_J ridge height L 11 _ n n n u ii__11__ II u _ 11 t1-_a _JI u u n T-il it--ii _11__ii __n n ii 'li -Ti---n T-1 li `I�--�I---lI-T� _ :h5 1 1 n n n n it n u n u u n u 11 11 11 n New 1'x8"Cleaf Cedar 1 I 11 ti 11 it it 11 11 ti 11 ii 11 It 11 T YP'ical Roofin g Rake Board(tYP) Typical Roofing 1n1 11n 11 1 I I If n n n n 11 n n n n u n u u if if l I I E 3 1 t it n n n n n n n n tt n n n n n n I t 1 I I n II n II n n n n n n n n n u u n II -H� _ A-� I 1 11 II 11 11 11 II II Il 11 II II iI II tl II II I - - plate height - -1 _ - l l -- - A " 1 III II 111 ' 1 =T- � 1 �; - - ---- New 1x8 Clear Cedar - T . �-� -- -- 1- - " _ I-,— I � �I I�I I " � -,��l r�l-;��1�:;,-1-1 _1��j�l-i ��-�__l�, 1-- 1 - - I I 12 Fascia Board( exterior li ht �� 12 -I 21 Main StreeI ill It Ill 11 1 1 it t ' oh ( o sconce to be I °h Stony Brook N.Y. „790 - y L " " selected ,T; � _I 1 New 2x6 Cedar Railing � �-1 I --- o i �_ � - - - -- i r �1 = phone- (63,)686-6585 _ I g T - -- - - - v, -- T rcat Siding - - .,1. ! �_ _ _ L 1= '� X (631)686-6786 New 5/4 x4 cedar balusters fax Typical Siding I T Y'P 9 Q 1: -1l I l� _ a ill 11 1Z - _ _ ,_ _ - I email MMacrina@optontine.net �-. - o web MMArchitectpc.com _ - __- - - eW W r - new new ew These plans are an instrument of service and are - - - _ -- _ the exclusive proper of the architect. new �i T new � new � T , neW neW -- � neW n - - p P Y T L L .�__, _L ! �_ �- _1 l_l._ I , I T_ _.1, - I_. _ � 1 l - -= - =�-.1_ ._ k. 7- ==y- Infringements of the concepts and design Tdeas - - T- - I i - � - -- - - - - - I - -' �_ I ' (I i li to the tulle � - - � - - these nPawrA s sh3it be r8§eeute2l 11- L1 1 L 1- - a - � - first flr. subflr. - _ _ _ _ - - - -- - - - -1-- resented a, _ _ l,_l__ 1�_l._[ ] fir - _ _. - - - - - T _ - - _ - - _ 1�_ - - L 1=.'-.1 first flr. subflr. fullest extent of the low. copyright 2016: I I -- -- _�_�}_� _ Michael Macrina Architect. All rights reserved, no _ i =1 - -l�I _ I I 11 I i I I 1 i � I I � I I I I I I I I I � I�I i i�= I- � I� _� ��- �-�.. I ( � I itT �� part of the plans moy be reproduced without the ---- ------ - --------------- - - expressed written consent re the architect. ex. ex. Existing Landing Existing Landing 1 1 I &steps to remain &steps to remain i l r7E � E rte_______________________, ; ; Door to be selected ; -___- --___-�� ------------- - . J I I I I I I l 1 1 I f t t I i I f L------ Cedar lattice I -1 t I I 1 r-------J � t r--- New landing&steps 1 1 1 l I 1 1 1 ; L----- Fi-------------------------------------------------------------- jl rL------------------------------------------------------------------------------------------------------------------------------------Jt--------1 ; StepFolotingUptoL-------L---------------------------------------------------------------J L-------------------------------------------------------------------------------------------------------------------------------------J---------� Step FootingUpto 36"Below Grade 36"Below Grade Left Elevation West Front Elevation south 1/4" = 1 .-O.. 4 1/4" = 1'-O" Date: Clear Anodized A-9 Alum.drip cap 1113116 Preliminary Review 2/10/16 Preliminary Review 2/25/16 Preliminary Review 5/4"x1-1/2"clear 3/2/16 Preliminary Review edarde casing Typical Roofing Typical Siding Gutters 6/10/16 Issued for Construction Architectural Asphalt Roof Shingles to be selectted 18"Western Red Cedar Certi-Grade perfection Fasteners All Gutters are to be 5"Half Round Aluminum& over 30#felt paper over f/2"CDX Plywood Sheathing shingles to be Number, Grade, Blue Label and Attachment for each shingle shall be field in place All Leaders(downspouts)are to Round Aluminum Eave Protection installed as per the Cedar Shake&Shingle Bureau. by two hot-dipped zinc-coated,stainless steel,or Locate all leaders into underground piping Install(1)Layer of Ice&Watershield(self-adheiring over 30#Felt Paper aluminum nails or staples.The Fasteners shall be to drywells. polymer modified bitumen sheet)from the eaves edge over 7/16"OSB Sheathinglong enough to penetrate the sheathing by a min. 5 I to a point at least 24"inside the exterior wall of 1/2"and shall not be overdriven. Flashing No. Date Description A-9 line of the building. Exposure Staples shall not be less than 16 gage and shall Ventilation 6"Exposure To The Weather have a crown width of not less than 7/16",and For all Horizontal Wall to Roof Intersections, Project the crown ofthe-staples shall be parallel with Install Metal Coil Flashing. Proposed All Ridges are to have a continuous vent. Finish All Soffits are to have a continuous 3/4"vent the butt of the shingle. to be selected For all Sloped Walt to Roof Intersections, (see detail) Addition QQ Corners Installation Install Metal Step Flashing(see detail). Add Itio n & Low Sloped Roof Protection(2:12 to 4:12 pitch)I Alternate Weaved Outside&Inside Comers The Bottom Course shall be Doubled. 6 Install(1)layer of ice&watershield over the p"ood All Window Drip Caps to be Clear Anodized Alumunum Renovation q_g sheathing instead of the 30#felt paper. Exterior Ligh#Fixtures Fasteners Exterior Trim Boards All Exterior Wall Lights are to be installed on For All Fasteners are to be corrosion-resistant with to a 5/4"x8"wide x(2)shingle courses tall minimum penetration of 3/4"into the sheathing. Red Cedar Block.ex( Material Use(6)fasteners for each shingle. All Exterior Trim Boards are to be clear cedar - A Javier WE' 41 Typ. Window Detail 314.. - 1'_O'• Fernandez New stainless steel flue New 1"x8"Clear Cedar New 1"x8"Clear Cedar & Lisa Existing brick chimney , for wood burning stove new exist'g Fascia Board (typ.) exist' g 12 (tYP') Rake Board 12"9 continuous ridge vent(typ.) 12" ` _ . oh oh new oh New 1"x8"Clear Cedars 12" New stainless stee flue Rake Board(typ.) ]r t _ ridge height McKeon oh for wood burning vtove r 1 2 5135 Indian Neck Lane 1112 - - 7y4.. ;; _ 4" Peconic, NY Typical Roofing I I A s A-9 IMF— ne Town Of Southold plate height late height- _. _. - - - Suffolk County II In; - 2". - I .� -- - - l - -- - - - oh 11 I 1 I 11,I. 1 h , - oh - 1 112 T oh _ oh R C i � --} -, �,�� .. 1 1 �--��_�i�! I i__ir temp. - a •x E— —� Checked B _ tem I. v i 1 I = - P• 1 ,I 1- P•g ` g 1 new - � 1- L � M.A.M ower ^ tem 1. tem 1. teml 1. tem 1. ( I I_ exterior light ?_ - I 0 1 shower - P•9 P•9 P 9 P•9 =s _•. t gl. g - - - - - Lnew mp.gt. temp.gl. temp.gl. terriP 91 l -' - - _ - :�l- t 1 l -�T E new - Y stew new j�.,.>. \\ 1;- 'I seecte - - io first fir. subflr. _- - - ._. E_ - i �-1�. 1 j-'.;.--I 1 I. hl 11. ;! { I,!- fir., F N ; i I I I fl - - - - �� `. t_ - fist r. subflr. - 1. l_ 1 ! _ _ _ - _ _ _ . ! .�_�-;-11--!.�.�i �-;l I .' i-:_!-1_a -11 - °° � - - `�• �l�T�li I` i � � - - Sheet Title � - fust flr. subflr. I t�of - - - decking I I ■ Elevations Ext Specifications t I I 1 I I = I I I I I Existing BIICO Door I t I t 1"X8"clear cedar risers t ti ■ I I 1 I I I I I I I II I 1 li r 1 t 1 I Typ,pier 1 1 I�- Typ.piers I 1 to remain I I I I L----�------------------------------------------J i Typ.pier-� i Cedar lattice _r E r �-�::=Typ.pier i i 1 I t i i I t 1 i i i i 1 1 l l i r 1II I r � 1 �� 1 I 1L- I I I I I I 1 I I I IL I I 1 r4--r-------------------------------1--T1 i 1 ► t —11"x8"clear cedar I t r -t--------------T---r-----1 L_J L_J I L1_ L------------------------------ 1 J __—__—_--_—__—__ ___ _._ __ I I �_____. ________ r__JI I L__J trim board L__J L__1-------------- 1 L__J I L__J I I I r— 1 } I I I I I I " A w I I I I 1 1 t 1 1 I 1 I t 1 1x8"cedar trim board 1x3 horizontal cedar trim boards 1 t I l I t I 1 I 1 I -------- 1 w/3/4"space,clad interior side w/ I i 1 I I I t L-- I __J i i-___-_- t I " " ! L__ I L _J 1 1 I I 1 11 1 1x6 T&G horizontal cedar boards t I I I - I I I I I 1 I i I I 1 1 I I 1 L----- I I ------------------ 1 I I L------- L ---- J--------------I r t I I Project: Job No.: -------------------- ---- ------------------------------------------------------------------ ----- L-------f---L-----------------------------------------1---L------JL---------I------------------------------------------------------------------------J----------------1------L--J--------------------------------L--J Fernandez-McKeon 1538 Scale: File Name: As Noted Design E Right Elevation east Rear Elevation north Drawing No. : 1/4" = 1 '-O" 1/4" = 1 .-0.. INA- ichaol Macrina Architect , ❑ P.C., A.I.A. S1 New Structural Ridge A-3 S1 (see roof plan) A-3 New Structural Ridge top of beam _ _ _ _------ (see roof plan) teco\ ridge height _ _ - - e� 12 12 .. \�\ 21 Main Street match h } " ma ct h S2 S2 ±5" 1 2 1 2 #5,. S2 Stony Brook,N.Y_ 11790 S2 exisfg . \ New 2x4" exlsfg A3 match match to at 16"oc A-3 1 exist'g�� exist g A-3 phone (631)686-6585 A3 fax (631)686-6786 i New Roof Rafters New Roof Rafters �� c(j \ email MMacrina@optonline.net pate height ! (see roof plan) (see roof plan) ------- __-_____- ---- plate height - - — f New Roof Rafters. -' New Roof Rafters -- __._:---------.- web MMArChitectpc.Com -- � 1 (see roof plan).-` (see roof plan) These plans are on instrument of service and are 12" 2 . ' t2' the exclusive property of the architect. 12" — 2 j� New 12" — — New Infringements of the concepts and design ideas oh _1 oh \ A-9 a' • ©h presented on these drawings shall be prosecuted A-9 New , Kitchen I Living Room to the fullest extent of the law.Copyright 224016: �' _ Michael Macrino Architect. All rights reserve no _ N a I .:..'• __ _ port of the plans may be reproduced without the New window -- �` 'X -- expressed written consent of the architect. I (see floor plan) Dining Room v _ 3/4"Rated Plywood --- _ Subfloor to be glued E \ O &nailed to joists New bench - \ New Floor Joists New Floor Joists—] oists TyP.decking ---------- \ \� _ (see found'n plan) (see found'n plan) r-.---- first flr. subflr. tec first fir. subflr. --- -- - - - - - - - - - - Treated Floor Joists -- - _ S1 27,rVr (see found'n plan) \- exist'g F.J. exist'g F.J. A3 �, flush girder to remain exisfg girder to remain - -- III 1 0 (see found'n plan) 5 to remain - _ - - - - - - -- -- I f I "' New (see foundn plan) Crawl Space A� Low eam Existing i ________; M FF i (see found'n plan) Cellar 1 New P.C.footing I I M E I I A-4 1 1 1 (see found'n plan) L_ J L_ J exisfg found'n exisfg found'n to remain to remain New P.C. pier New P.C.pier (see found'n plan) (see found'n plan) Date i 1/13/16 Preliminary Review 2/10/16 Preliminary Review ' 2/25/16 Preliminary Review Section thru ciiining room � kitchen Section thr-ti new tieing roon, 312116 Preliminary Review 1 t4 = 1'-O" EE1/4" _ '1 .-O" 6/10/16 Issued for Construction No. Date Description Project: Proposed Addition & Renovation For S1 Javier A-3 New Structural Ridge Fernandez (see roof plan) gk ridge height 12 12 & Lisa S2 774" l 7t/4. A3 { S2 McKeon 2 A-3 A-9 _ 5135 Indian Neck Lane New Low beam plate height ------------ behind __----------- P econic NY ---------------------------------- t18" --- - -_ oh Exterior Wall Assembly oh New Town of Southold New 27x6"x8 ft pre-cut -- - - ;= , B ed rm. #3 wall studs at 16"oc - Suffolk County wl double top plate 3/4"Rated Plywood _ 00 single shoe plate j Subfloorto be glued Drawn By 1/2"CDX rated - . 1W = KAichael Macrina Overhang 4" see roof pian Architect Roof Shingle 7 Ice&Water Shield i underlayment from ra ❑ P„C,, A.I.A. _< to 24"past inside Typical Siding } face of wall Q ro Typical Gyp. Board 1"x8"Cedar Rake ❑ Board - --- ---� Roof Rafter :y i N N Alum•flashing r ❑ Typ. moisture barrier 514"xi-112"clear Plywood Soffit(to be painted) cedar trim board Cover window flange 711 ° with soft flashing / Typical Siding 21 Main Street Exterior Caulking Stony Brook,N.Y. 11790 (typical) — phone (631)686-6585 r l fax (631)686-6786 r l Gyp.board jamb email MMacrina@optonline•net web MMArchitectpc.com jThese plans are an instrument of service and are 1 the exclusive property of the architect. I Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2016: a Michael Macrino Architect_ Alt rights reserved, no T i ca 1 Window Head Detail part of the pians may be reproduced without the y2 i ca l Rake Detail expressed written consent of the architect. i n wotbd frame wall 3" Typical soffit vent Date /Roof Rafter) Ice&Water Shield from fascia to 24"past inside face of wall 1113/16 Preliminary Review Typical Exterior Sheathing t Continuous Aluminum Drip Edge 2/10/16 Preliminary Review Typ. moisture barrier i' --------------- - 2/25/16 Preliminary Review < —2"x4"Soffits 312116 PreliminaryReview 5"Half-Round Gutter Fram'g at 16"oc / N, 1"x8"Fascia Bd. 6/10116 Issued for Construction Typical Siding Exterior Caufkin 9(tYP•) Plywood Soffit(to be painted) —�, 2 6 Typical Siding 5/4"x1-1/2"clear cedar trim board 2 6 i 7 No. Date Description Cover window flange _r Typical Gyp.Board -overhang with soft flashing 'i _; 2 6 (see roof plan) Project Exterior Caulking (typical) - Fiberglass Screening v Proposed Gyp.Bd.Jamb Staple to Rafter Tails Paint Visible Structure E—fascia board XAddition & 3 Wrap structure with Black Prior to Screen o soft flashing prior to Installation } Renovation window installation plywood soffit board >d) J _� Exterior Interior s „ d) For Side 0 Side ont. vent Javier Typical Window Jamb Detail Typical Flat Eave Detail - -- Fernandez 3" = 1'-O" in wacocl frame wail 1-1/2" = 1'-O" plumkb-cut fascia ■ & Lisa McKeon 5135 Indian Neck Lane Peconic, NY Town of Southold Suffolk County 1"x2"Vertical Batten Vertical 1"x10"boards w/ Drawn By: ��teO ARCy 1/2"space between each board �\ t J.L. AV , A• M4r,t' F ice&watershield underlayment �Q' , C ,� Ato overlap cap flashing i Checked By: �+ v $ IY M continuous aluminum ca flashing,color to match trim / + M. A.M * '° I 3 f foy I 3/4"thick Stool 'F dFfiNf� 514"blocking Wrap structure with \ soft flashing prior to I to be painted 1" Sheet Title I x8"clear cedar trim board window installation I , l typical sheathing ' n Details Q � { 2 6 Exterior Caulking r�l (typical) 2 6 I 5/4"x1-112"clear ! align w/B.O.fascia bd. ; cedar trim board j as shown on elevations Typ.moisture barrier Typical Gyp.Board typical siding Typical Exterior Sheathing Project: Job No. Typical Siding Fernandez-McKeon 1538 Board & Batten Scale: Fite Name: Typical Window dill Detail -�- & Trim Detail As Noted Design As No. : 3" = 1 '-O" in wood frame watt 3" = 1 '-O" f D - j Michael Macrina Architect , ❑ P.C., A.I.A. a landing I I I I . i HH 1 NeNVHH {t} I t[f - Bedrm. #3 - 21 Main Street New Stony Brook, N.Y. 11790 1 I Deck phone (631)'686-6585 fax (631)686-6786 HH HH email MMacrina@optonline.net �i web MMArchitectpc.com TV These plans ore an instrument of service and are I 1 the exclusive property of the architect. 1 1 Infringements of the concepts and design ideas I . presented on these drawings shall be prosecuted I I '/ \` MArchitect.ctAllrig 'les� extent of hatso Copyright Michael acrino reserved, ph ' ' ' I part of the plans may be reproduced without the I 1 expressed written consent of the architect. I1 I I EXISt'g New HH i HH Outdoor Bathrm. � ^ r Shower garbage NOTES :isposal ------ ' ----------------------- -- —————— GFl O , ! 4 1.WHITE DECORA RECEPTACLES&SWITCHES New GFlGFI_ I GFl w HH Walk-In closet HH © — — 2.CONTRACTOR TO CONSULT W/OWNER i HH HH i ---- ---- - --- --- ---- --i- ooktop PRIOR T INSTALLATION,REGARDING ANY HH i ! exhaust ADDITIONAL EXTERIOR MOTION DETECTOR I Gn HH I 3 &FLOOD LIGHT LOCATIONS. HH HH 3. CONTRACTOR TO CONSULT W/OWNER O HH � New i ,- PRIOR TO INSTALLATION,ANY ADDITIONAL New ref. Kitchen I HH REQUIREMENTS AND LOCATIONS. wp dn ------------------------------I I —' LIGHTING, POWER,CABLE,AND PHONE Bathrm. #2 HH HH HH � � pendant pendant 4.ALL OUTLETS TO BE LOCATED 18"A.F.F. �' � `' I t' ►� -------------- ---------- HH 3� K. �� 5.ALL SWITCHES ARE TO BE ON DIMMERS. Date Disconnect SD ------- --------------------------- ---- ---------+ 1/13/16 Preliminary Review (Max. 60 amp) HH Hall HH HH � I 6.ALL PENDANT,SURFACE MOUNTED OR ry whip GFl CM 3 i - -------- ------- ---- ------ ------ CHANDELIER LIGHT FIXTURES ARE TO BE 2/10/16 Preliminary Review coat New SUPPLIED BY OWNER&INSTALLED BY 2/25/16 Preliminary Review �l � Dining Room �* CONTRACTOR. -- - ----- ---- ------------- 3/2/16 Preliminary Review 8.CONTRACTOR TO PROVIDE POWER HISD exist'g SD FOR SECURITY SYSTEM, LOCATION TO 6/10/16 Issued for Construction A/C closet HH BE DETERMINED. Unit HH HH I I HH i HH� HH� � with Lighting Specifications: with TV h � ' 0 light TV 0 light pendant l � New D O O ; 1. All recessed light fixtures are to be'Halo' LED of window No. Date Description Living Room I Housing: Project EXlst'g c ise9 EXlst'g �'' �'' r—� 4 H5501CAT(5" dedicated LED insulated ceiling, 1 HH AIR-TITE new construction housing) Proposed Bedrm. #2 Bedrm. #1 elec. Light Module: meter 4 ML5609835 (900 lumen, 80 CRI, 3500K) Addition & Trim: Renovation 596WB (white shallow baffle and white flange) existingmo�� Install shower rated lens for all shower locations For First Floor Plan Electrical Plan landin c,, Javier LEGEND INDICATES PHONE JACK 'Tphone Fernandez plan north INDICATES CABLE JACK TN ■ INDICATES DUPLEX RECEPTACLE 0 & Lisa INDICATES FLOOR OUTLET �F.O.� McKeon INDICATES QUAD RECEPTACLE �� G � INDICATES LED RECESSED CLG. � HH 5135 Indian Neck Lane t� LIGHT FIXTURE Peconlc, NY New Y ' (�� INDICATES SURFACE MOUNTED CLG. SM Crawl ��`' S�l� LIGHT FIXTURE Town of Southold INDICATES PULL-CHAIN CLG. LIGHT +PC Suffolk County KL INDICATES KEYLESS CLG. LIGHT +KL Drawn By FIXTURE �� ARC, HH HH INDICATES RECESSED CLG. +WP J.L_ �� P��I Wash ne WATER-PROOF LIGHT FIXTURE Checked By: Z I INDICATES WALL MOUNTED LIGHT - M.A.M KL FIXTURE consult w/owner New HH if dryer is to be Crawl INDICATES JAMB SWITCH JS Dryer gas or electric Space INDICATES SWITCH $ 0 I/b pf NE`N + INDICATES 3-WAY SWITCH $3 Sheet Title : J V d Existing INDICATES 4-WAY SWITCH $4 Cellar "KL INDICATES EXHAUST FAN (100 c.f.m.) EF Electrical 111 INDICATES CEIING MOUNTED SMOKE Sp - Cellar DETECTOR INDICATES WALL MOUNTED CARBON CM - First Floor MONOXIDE DETECTOR, SET 18" A.F.F. INDICATES CEILING FAN Project: Job No. : Cellar E l e ct ri ca I Plan INDICATES FLOURESCENT Fernandez-McKeon 1538 LIGHT FIXTURE Scale: File Name INDICATES UNDER CABINET LIGHTING As Noted Design E Drawing No. : WALL MOUNT MOTION FLOOD LIGHT - plan north SOFFIT MOUNT MOTION FLOOD LIGHT 0V