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HomeMy WebLinkAbout31439-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31282 Date: 11/18/05 THIS CERTIFIES that the building ALTERATION/ADDITION Location of Property: 1000 OAK ST (AKA 100 OAK ST) CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 136 Block 1 Lot 36 Subdivision Filed Map NO. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2005 pursuant to which Building Permit No. 31439-Z dated SEPTEMBER 14, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. CHANGED FOR ADDRESS CHANGE ONLY 1/4/11. The certificate is issued to ROBERT & MARYKATE DIGREGORIO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL Esil PLUMBERS CERTIFICATION DATED Rev. 1/81 N-574841 10/30/01 10/20/05 K.REMPE PLUMB.&HEATING thorized Signature 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 2110 of I% 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 L°pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or to features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: pp (check one) Location of Property: © O o 0 G House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section1 Block Lot �� Subdivision Filed Map. fit; Permit No. �' `� 3 9 _Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ ti -c i O (( X�,te d p icant Signature FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31282 Date: 11/18/05 THIS CERTIFIES that the building ALTERATION/ADDITION Location of Property: 1000 OAK ST CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 136 Block 1 Lot 36 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2005 pursuant to which Building Permit No_ 31439-Z dated SEPTEMBER 14, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED The certificate is issued to ROBERT & MARYKATE DIGREGORIO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 A N-574841 10/30/01 10/20/05 K.REMPE PLUMB.&HEATING Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. mel -so 0 1 lem!g N 104 L I ON (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31439 Z Date SEPTEMBER 14, 2005 Permission is hereby granted to: ROBERT DIGREGORIO 100 OAK STREET CUTCHOGUE,NY.11935 for : ALTERATION & ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP26841. at premises located at 1000 OAK ST CUTCHOGUE County Tax Map No. 473889 Section 136 Block 0001 Lot No. 036 pursuant to application dated SEPTEMBER 14, 2005 and approved by the Building Inspector to expire on MARCH 14, 2007. Fee $ 690.40 Authorized Signature ORIGINAL Rev. 5/8/02 M�1 � Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANClr— 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date., ZOp New Construction: _ Old or Pre-existing Building: s/ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Prope ty:73t_ ,r_ w v { C <�� C ) Suffolk County Tax Map No 1000, Section `\ _ Block _ _J_ Lot Subdivision Filed Map. Lot: Permit No. 31-13 Date of Pemut. _ Applicantj\AA�\ of k,-0 Health Dept. Approval: _ Underwriters Approval Planning Board Approval: ^� _ Request for: Temporary Certificate Fee Submitted: $ _Z5 - Do ccs Final Certificate: ✓' , (check one) a Appl t Sign Tewin MM. 00000 MO1n 11 Od V. 0. met Wo SWhOW,Me* Yolk 110:1 Fila (Oto) 746.4*3 TNp11MM (1510) 10f•t007 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOL.D Caa::L1CAI10v naval to 20 os building teruit No. 31 I Owner, ff. G-fa�oC ,� pTago print) Piumbar: kti il" I' g �t-tQ*4' C'_ot' , (visaa* print) I certify that the solder used In the water supply system contains less than 2/10 of It lead. se nature) Sworn belore as this _=� day of �b_� , Notary public, County Vsk "NIL 4777111 pini insw nikcounty 0nmmission Fxmles SPIN 3U, 20LL 3/��? 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / ��(� INSPECTOR _=/ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST( ] GH PLBG. FOUNDATION 2ND ✓ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:U/� v ;DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ZUNDATION 2NDAMING [ [ ] FIREPLACE & CHIMNEY 0f REMARKS: � zyz ] ROUGH PLBG. ] INSULATION ] FINAL ✓r: ;DATE 3 0/ INSPECTOR r ��ss-isoz� UILDING DEPT. SPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: y / ,DATE ( iy' �` INSPECTOR f ,J i 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION 1ST [ 04OUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL DATE / °-0 INSPECTOR FIYLD_INSPRCTION REPORT DATE ii /i FOUNDATION (1ST) j� H -- n- - �I------- I FOUNDATION (2ND) a ROUGH FRAME d ii O PLUMBING i ii Iii INSULATION PER N. Y. lu__ II STATE ENERGY ii II � H CODE ii if - ii II _ FINAL N ii -JI r II II II � l ti ADDITIONAL COMMENTS: ------------ 0 47 - ---- H , o — r\ H Ed Forester Building Department Town of Southold October 4, 2000 Subject: DiGregorio Residence Dear Mr. Forester: James Deerkoski, PE 260 Deer Drive Mattituck, NY 11952 On October 2" a 2000 I inspected the septic system at the residence of Robert & MaryKate DiGregorio, located at 100 Oak St. in Cutchogue. After a visual inspection, I have determined that the existing system conforms to the minimum standards of the Suffolk County Department of Health Services. In addition, I have determined that the capacity of the system is sufficient for the proposed addition. inc erely Jame Deerkos P New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631)444-0360 John P. Cahill Commissioner TIDAL WETLAND LETTER OF NON -JURISDICTION July 6,2000 Robert & Mary Kate DiGregorio 100 Oak Street Re: UPA#1-4738-02669/00001 Cutchogue, NY 11935 100 Oak Street Cutchogue Dear Robert & Mary Kate DiGregorio: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the 14' elevation contour as shown on the survey prepared by Stanley J. Isaksen, Jr. dated 12/29/94 is beyond Article 25 (Tidal Wetlands) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that the responsibility of obtaining from other agencies. LJS cc:BMHP File this letter does not relieve you of any necessary permits or 2p�2rovals ly, John Wieland Permit Administrator STATE OF NEW YORK ) ) ss: COUNTY OF SUFFOLK ) LlA0ev-1.F5 IN vAp.5 , being duly sworn, deposes and says: That deponent is over the age of 18 years and resides at C�7i �4ttk.-5g. L*,%.� -3Avnesae-k _. That on the E day of _ I J , 2000 depone architect/ gineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- 4 3tfl 1 3(c� , street Sworn to before me this L'i day of KA2000. Notary Public cc: Applicant igine slobrryyyPUa�"cI," 11 aMNES Yb�k COMMwol n EKPIM MAY r m o o f� ry M. FORM NO. I TORN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL: 765-1802 Rxmdned... $/�/ib/4......., 20cY� ^)lam✓1p3(j193y% Approved...%/.�`....., 2-6<36 Permit No. Disapproveda c .................................. (Building Inspector) BOARD OF HEALTH .......... :.3 SETS O✓ PLANS SURVEY ........................ dCHECK *..lam,% ................ SEPTIC FORM ................... APPLICATION FOR BUILDING PERMIT INSTRUCTIONS NOTIFY: CALL ....... MAIL TO :.................... Date. 4e.- ? ...1 !.... , 20th. a. 'this application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property most be drawn on the diagram which is part of this application. c. The work covered by this application may not be conmenced before issuance of Building Permit. d. Upon approval of this application, the building Inspector will issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS iEREfS'f MALE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinance of the Town of Southold, Suffolk Canty, New York, and other applicable laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in buil6i for inspections. .a te%'......................... (Signature of applicant, or name, if a corporation) (Mailing address of icant) State whether applicant is carer, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ......OW N4-`2 ......... Nave of owner of premises .. hU�i2.......�t:.................\4........................................ (as on the ax roll or latest deed) J 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 . .................... I. Location of land on uhich proposed work will be done.............................................................. lam' G _.SitiC�. House Number Street Hamlet Canty Tax Map No. 1000 Secboo ...!.�J��....... Block ............... lot .....r..'.... //'' 22 Subdivision. C. ?:r -.. I: E�.� k ........... Filed Map No . ............... Int .. . ] I... 14 J (Name) 2. Strte existing use and occupancy off premises and intended use +and occupancy of proposed construction- . s. Existing use and occupancy \L�=��'.-V�NQ...,`Grj�2.i Nf; Q, ............. b. Intended use and occupancy ...lam"'..... P�'�'��....�?.Cv�;�t'�.ar? .�............................. miture u. wutK wmerx wmutrm 4ppucahle): New Building .......... Addition .... V... Alteration ... Y..... Repair ............ Removal ............. De clition ............ Other Work .................................. (Description) i. Estimated Cost ..1�V 'f`� fee �................ ............... (to be paid on filing this application) i. If dwelling, number of duelling units ............ Umber of dwelling units on each floor ................ Ifgarage, number of cars ...................................... �. If business, commercial or mixed occupancy, specify nature and extent of each type of use ...................... I I C/ Dimensions of existing structures, if any: Front ...... 2:`i...... Rear .... ....... Depth ..... .Z ........... ! r Height ......................... limber of Stories .... .. ..y ...... , r� Q Dimensions of same structure with alterations or additions: Front ....... b ..7... Rear .. LAC) �.l'... Depth ....... r5It' 4?....... Height ....�N.. 2. ......... Amber of Stories ...�-.......... n I .. .. Dimensions of entire new construction: Front ....��6..�...... Rear ...??©.� Depth 3� Z Height ................. Number of Stories ...... 2... ..... Depth Size of lot: Front �� L �.2 .... Rear ...... Dep . � :U�.. Q .... ...I .. .......... 0. Date of Purchase ... ....... Nae of Former Amer ... 2.fl W 1 zr 1. Tare or use district in which premises are situated ...1 ?:�'o"C ................................................. 2. Does proposed construction violate anry zoning lar, ordinance or regulation: ... h44� ................ 3. Will lot be regraded t'Ll ............ Will excessfillbe removed from S s:A��hone ND 4. Nares of Owner of premises l S� ? .'1 .............:....... Address .... No. ....`1 ........ . Nate of Architect................. Address '' {� .. �.%'N j Phare No. Name of Contractor ....... ..... Address .... ........Phare No. ........ 5. Is this property within 300 feet of a tidal wetland? * YES .... NO .......... *IF YES, SAME D IUA TROSIW PMWT MAY BE,REQ11RED. PLOT DIAGRAM Locate clearly and distinctly all buildings, wbether existing or proposed, and indicate all set -back dimensions mom property lines. Give street and block number or description according to deed, and show street names and indicate nether interior or corner lot. rAIE or NU YORK SS "IT 1F ..: S1) ............. ......�.....................being duly scorn, deposes and says that he is tlme applicant UM of individual signing contract) .Jove ns med, is Che ......tie G. .................. (contractor, t rate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief; and imat the work will be performed in the manner set forth in the application filed therewith. corn to before me this y ........Z�.......day of .��R`�.........:20(✓G... tl im COS Notary Rrblic ....NmhmyPlbS� "� `aH .. .............. No 4500624 ,s app I (Signature of Applicant) BUILDING PERMIT REVIEW CHECK LIST APPLICANT NAME. ��✓j � o " 6 DATE REVIEWED: ,5 DATE SUBMITTED: ) / H / OZ PROJECT LOCATION /' STREET: f no ® S� CITY:_617z SUBDIV. NAME: ARCHITECT /ENGINEER: FAST TRACK:, SCTM# --- DISTRICT: 1,000 SECTION: /3 BLOCK: _ LOT: 346_ ZONING: ZONING DISTRICT: &MQ_AC__ CONFORMING: YES OR NO REQUIRED LOT SIZE: -fOX, SQFT. WHERE ACTUAL LOT SIZE FRO ? ACTUAL LOT SIZE:SQFT. REQ. r �9E REQ. for�c� REQ. FRONT: 3S 'PROPOSED:I� / YD: fd PROPOSED: IX 'l REAR:3S 'PROPOSED: -1/0' LOT COVERAGE: ALLOWED: ara lo EXISTING: e 75 sf S36/o NEW:�sf sl% TOTAL: i77� sf IIZ CORNER?QR NO WAT ER FRONT? OR NO DESCRIPTION: d uq s CrIele SINGLE & SEPARATE CERTIFICATION -REQUIRED: YES N NOTES: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at any time after July 1, 1983.) PROJECT DESCRIPTION: ADD T CC OR NSD: 40%xx�s AGENCY PERMITS REQUIRED FOR REVIEW NEEDED TOWN SPETIC PERMIT: or SUFFOLK COUNTY HEALTH DEPT: r NO, ABED #): NEW YORK STATE DEC: or NO SOUTHOLD TOWN TRUSTEES: sorA TOWN ZOi ;ING BOARD APPROVAL: YES or - TOWN PLAN. BOARD APPROVAL: YES NO FLOOD COMPLIANCE ZONE: P NYS ENERGY: 6OR NO : X.60 EGRESS ', rr%rrn o . ATE:/d/ 9 /Cd PERMIT#1 e tl--,- l0/fl — VENT X51 FLOOD ZONE:/X%� /14� %/-0•f sr - AS av-7 of�ZCrSC- e/ LIGHT: FEE STRUCTURE: FOUNDATION: S.s9 SF FIRST FLOOR 17 SF SECOND FLR / 30C- SF INIT OTHER TOTAL TOTAL: 37.29 SF FEE FEE FEE OT( 3 929 SF)- ( 8:]!'d SF)= .30 >2 SF X $ • 26 =$ 6/9:,fa +$ 24'=+$ _ $ 47a. Qo PIERCE DRIVE STONE 12.1' S 73- 21 ' 10%W \ WQw LOT 4 126.0 \ GRAVEL — ARK/NG — 14 AREA — \' LOT 42 \--- 16 —� �c Lr) LOT 43 _ \ V)'20 FD cm N 82' 01',,7Q E x 41 NtTbT 'L X Mk LOT 40 PROPOSED ADDI n0N QMSMYASS M4CARV Inc a swa nlal oar m At /[I9Yl /ol •IOII M 9.RKl o IIOAIm. ArY d I4 owr m Af Alli LV/MI. 001pMpGC AlpLf. Iaawo aaAmAo�t r uslrn Insoa wo m m(.voes o- Ac Inawc NSAA/AWl ou.AArm.ar ear mAleauAelc m Amnwu AanmAoa or sw.9:apr wAars U4U AD N/RAAOY M A[q'P(W m ITR 9Al1FY 6 6 A MQAtK FCAd )NY d p( KII Ypp' SCARX IDUd AOY GIC LAST ITR .WII[Y Y4^.W(fA�K M LW 9.RK14CC UO3® YA[9W[ Ao(i casmlm ro <+ wIn nar ate. ELEVATIONS SHOWN BASED ON 1929 NGVD BENCH H 326 RESET 1 1. 8 MAY, 2000 ADD CONTOURS IN DATUM. SURVEY OF LOTS 42 — 43 IN MAP OF EUGENE HEIGHTS SI TUATE CU TCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR ROBERT DiGREGORIO MARY KATE DiGREGORIO I 3II L-- �-. 7 SURVEYED 29DEC. 1994 SCALE 1"=30' AREA= 16, 586.84 SF OR 0.3808 ACRES GUARANTEED TO ROBERT DiGREGORIO MARY KATE DiGREGORIO FIRST AMERICAN nTLE INC. CO. AOUEBOGUE ABSTRACT CORP. 632-S-4575 iSUNRISE FEDERAL SAVINGS BANK TOWN OF SOUTHOLD STANLEY J. ISAKSEN, ✓R. P.O. BOX 294 NEW SUFFOLK, ,NY 11956 63f-734-5835 /--I- LICE,AEO LANG krREYOR NYS A1C. ro0. 4 27 9 AND 21 ' \ \ Z C _ 1 Ex1Sn/JG I `1 \ \ RUSE riCD m 1� 1�2 V_ 10 8� 16 m \ V A E�VD.WAkL z O m �\ 240' ELEVATIONS SHOWN BASED ON 1929 NGVD BENCH H 326 RESET 1 1. 8 MAY, 2000 ADD CONTOURS IN DATUM. SURVEY OF LOTS 42 — 43 IN MAP OF EUGENE HEIGHTS SI TUATE CU TCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR ROBERT DiGREGORIO MARY KATE DiGREGORIO I 3II L-- �-. 7 SURVEYED 29DEC. 1994 SCALE 1"=30' AREA= 16, 586.84 SF OR 0.3808 ACRES GUARANTEED TO ROBERT DiGREGORIO MARY KATE DiGREGORIO FIRST AMERICAN nTLE INC. CO. AOUEBOGUE ABSTRACT CORP. 632-S-4575 iSUNRISE FEDERAL SAVINGS BANK TOWN OF SOUTHOLD STANLEY J. ISAKSEN, ✓R. P.O. BOX 294 NEW SUFFOLK, ,NY 11956 63f-734-5835 /--I- LICE,AEO LANG krREYOR NYS A1C. ro0. 4 27 2-12 ML HDR. BOX OUT WITH I" PINE LOS CABIN 51PINO 12" I -XV TRIM ON "XV RAKE i --x&" FRIEZE BOARD RIDGE VENT ATIVE COLUMNS 1� 11 BRICK CHIMNEY 5 II' -O" KNEE WALL HT. sEroNo rLR. +q' -O' 8'-0" FIRST ri-R. CLS. HT. 5/4"X4" SURROUNDS (rrP) plvST F1 p fn11-- GRADE -2'-0" 36" Hl RAILING V4000 5TEPq TO &RADE TrP ALL DOORS PER NY5 &-- POURED LONC,. FOUNDATION HALL CELLAR FLI;L -4'-0" L -L ---L--- — — — & �x ,. A — — — — I— — — — REAR ELE\//,!\TION 5GALE: 114" = V -O" EX15TIN6 SIDE ELEVATION 5GALE: �1/4u =�r-O" REM ROSE VENT ASPHALT 51-111,101-12 ROOFINC, E �190-0 01 NOR •. . . . . . . lilt, - - - - - - - - - ---- - — — — — — — — — — — —1 ---------------------------------- SIDE ELEVATION 5GALE: 1/4" = 1'-0" 50" HI RAILINr, INS ASPHALT 51-11146LE ROOFINr, CABIN 51PING VE1313 GEDAR VENT rZ� FRONT ELEVATION K I ) 5GALE: 1/4" = 1'-0" EX15TiNr, EX15TINe tu 0 z LU �s) C) O< n3 D� D- 0) 1 �H,L' 0) 1 III i No. OF 4 III i -15M 1 :) F I RST FLOOR PLAN 2 J SGALE: 1/4" = 1'-0" O N ;c �0 Q�ES M. TjyQ /JF 4r *, OF N z O " 0. 2-0" 26_4" 3._10.. 5._0.. 1'-8" 4._2.. 1._6.. 10._2.. Q 11'_6•• 2-2"XI2" HDR 2 -2"X12" HDR II'- 'y U ROO 1 - O INSULATION BEL i OP m' Q 2"XIO"RR.sl6"OG\\ (1.Q 0 a II Low. r m� ego 1N5u�AToT m of b 'r DSL UP _ROOF RAFTERS nrr iw E IP Lu MCI F 1 \ D'-0' RIDGE _ �p - ry v Ln _ RIDGE D'-0' C1.5. - ry MM � 11J ry i 05 26 6 I I 668 \\ - Yy m LU � QUBL MR lip Q Q 125 CFMI 2"XIO"R.R.ol6"O6� \ - r EXHPJJST Q -30 INSULATIO 'v FAN TO - 4'-8" 4 112'-5" D 1 O EXTERIOR C) O I bb 1 a a LLB. WALL E UP ROOF BELOW Q RAFTERS Ib' -0 2668 I 3-9 5'- N { I �T q p� UO \ASO �'9C\� IZ 1Q Q t25 GFM EXHAUST I I ROOF lW-- T Q 31 RIDGE FAN TO EXTERIOR -1�- ryM6O D1-0 m r ry X BEDROOM I UP Q TRAY G4.0.IN ry / i REMOVE PORTION Idi CL OUBLE UP ROOF RAFTERS —� OF EX15T'5 RR LOFT — Tw UP TO H' GL6 HT.? HEADER OFF _ ___ — _ _ _ _ — — �I--\I _. - I zl 2"XIO'RR.616"OG\\ q ON ROOF I _ T O 4 , BELOW 7 � iv IS) - 2"XIO"G,J. - I olb OG. NIX J 14 q I� T I a Q I 2-2"X12" HDR 6068 FW6 FLAT ROOF DECK I 51NOLE PLY RUBBER ROOF11 J& EXISTING OPEN E�}TO 30" HI WOOD RAIL BEL _CATH. LLB---- 4'-10" - 2�) SECOND FLOOR PLAN 2 J SGALE: 1/4" = I' -O" LL 1 13 16-8" FE 4-� Q � O V 4'-2" 3'-10" 2'-8" 3'-4" 3'-10" 6LA55 DOOR ER 5 ENERGY Q � m X11 GODS W/FRE5 AIR NLET. 6 X v6g ❑ WOOD 5TEP5 TO GRADE WITH 12" T NPPERED COLUMNS (TYP) 24 2-2"X12" H 2456 2-2"X12" HDR HANDRAIL PER CODE Q 5•-b° SQA.. 5'_6^ NEW BACK mx 16" MASONARY HEARTH OKE (s�-D 6,,& as. ry X DETECTOR ry 2442 N 3068 2-2 XI HDR FAMILY O II l/B TJ F.Jslb"OG. 1:OLY1_l 2 - N - - 125 CFM EXHAUST Q 11 T/8 TJI F.J.®I6"00. FAN TO Y _ EXTERIOR - p1� INSULATE AND UNDER L4 'r'' 5TAIR5 PER GODS R� ry (3 II TB ML FL _ 1 IF T,_10" 4 6._6., 5._0, �i IN EXI5TIN L 4OOR L REMOM11 "VH TJI F.J.016"OG. O I I r )C REM I \ ING E IIS RVENT ANGE �4p1 I AS O N EXHAUST TO ry SHOWN OUT5IDE O" 14'-0 I� �j REMOVE 4 VOI 0 N RELOGEXIST-GATE EXSOIN -I - IL OIVEG FIXTUR - EXI I qq" O I 5' L2QOM NEW FLU5H HDR II T/8 TJ F.J.mlb"OG.,\ E REMOVE PORTION OF � ON UP STAIR WV,4LL x eV n YV ������ ��My NE EXIST'G Lll7�C4� STAIR V N 30" OPEN16 2456 9068 (MIN) -2"X12" HDR 2-14" ML HDR U O I3CaSlJS N � LL EX15TING ON O CATH. CLB. 12"(P PERMA CAST LUMN X 3-2"X 1212�DR. 3-2"X 12"HDR D 5'-10" 1Oill" I2'-0" 1 :) F I RST FLOOR PLAN 2 J SGALE: 1/4" = 1'-0" O N ;c �0 Q�ES M. TjyQ /JF 4r *, OF N z O " 0. 2-0" 26_4" 3._10.. 5._0.. 1'-8" 4._2.. 1._6.. 10._2.. Q 11'_6•• 2-2"XI2" HDR 2 -2"X12" HDR II'- 'y U ROO 1 - O INSULATION BEL i OP m' Q 2"XIO"RR.sl6"OG\\ (1.Q 0 a II Low. r m� ego 1N5u�AToT m of b 'r DSL UP _ROOF RAFTERS nrr iw E IP Lu MCI F 1 \ D'-0' RIDGE _ �p - ry v Ln _ RIDGE D'-0' C1.5. - ry MM � 11J ry i 05 26 6 I I 668 \\ - Yy m LU � QUBL MR lip Q Q 125 CFMI 2"XIO"R.R.ol6"O6� \ - r EXHPJJST Q -30 INSULATIO 'v FAN TO - 4'-8" 4 112'-5" D 1 O EXTERIOR C) O I bb 1 a a LLB. WALL E UP ROOF BELOW Q RAFTERS Ib' -0 2668 I 3-9 5'- N { I �T q p� UO \ASO �'9C\� IZ 1Q Q t25 GFM EXHAUST I I ROOF lW-- T Q 31 RIDGE FAN TO EXTERIOR -1�- ryM6O D1-0 m r ry X BEDROOM I UP Q TRAY G4.0.IN ry / i REMOVE PORTION Idi CL OUBLE UP ROOF RAFTERS —� OF EX15T'5 RR LOFT — Tw UP TO H' GL6 HT.? HEADER OFF _ ___ — _ _ _ _ — — �I--\I _. - I zl 2"XIO'RR.616"OG\\ q ON ROOF I _ T O 4 , BELOW 7 � iv IS) - 2"XIO"G,J. - I olb OG. NIX J 14 q I� T I a Q I 2-2"X12" HDR 6068 FW6 FLAT ROOF DECK I 51NOLE PLY RUBBER ROOF11 J& EXISTING OPEN E�}TO 30" HI WOOD RAIL BEL _CATH. LLB---- 4'-10" - 2�) SECOND FLOOR PLAN 2 J SGALE: 1/4" = I' -O" LL 0 1 13 O FE 4-� Q � O V Q � m X11 6 0 1 13 FE 4-� g O V X11 6 X v6g A. Np� h1 3'-4" •- wxfw FOOTINO pili V N 12" A TUBE FOOTING5 MIN. 31 BELOW GRADE (MUST BE ON VIR61N 501L) 30'-4" 8'-0' I6-0" I � z 0 �p II 9/8 TOF.J. 6'-\15' POURED CRETE R - Fl INSU TION I FOUNDATION LL ON 8"X16" m POURED rONrF ETF FOOTING 1 I L •-TOO CONCRETE IS- 3 1/2" STANDARD STEEL PIP E DOUBLE UP JOIST UNDERSTAT I I 0 COLUMN ON A 4 AS !.I• , 30'X30"XI5"DEEP POURED m I - N/o//zoiiii04 CONCRETE FOORTIN6. (TYP) T1 II T/8 JI F.J. 0 16" O I I- DROP TO OF NE CONCRETE 1 9 INSULATION -I S AL16N NEW I -JOISTS ES '6REXI 1 I z Lu Q 1L 8'-0' I6-0" I � z 0 �p II 9/8 TOF.J. 6'-\15' POURED CRETE R - Fl INSU TION I FOUNDATION LL ON 8"X16" m POURED rONrF ETF FOOTING 1 I L 3 1/2" STANDARD STEEL PIP E DOUBLE UP JOIST UNDERSTAT I I 0 COLUMN ON A 4 ' 30'X30"XI5"DEEP POURED m I - CONCRETE FOORTIN6. (TYP) T1 II T/8 JI F.J. 0 16" O I I- DROP TO OF NE CONCRETE R- 9 INSULATION -I S AL16N NEW I -JOISTS ES '6REXI 1 I SH UDR VE(3) II "i8MLFOm O PST / _ — 1 - - - - ANCHOR t BOND TO EX15T'6 ' FOUNDATION WALL W/ x 5 REBAR5 I I s 12" O.c. vmTIGAL BEAM POCKET J I L L ----- I DOUBLE UP JOIST UNDER KITCHEN I I e( Q 15LAND AND ALL AREAS WITH N g TILE FIN. FLOOR. N II TTTOF— I REMOVE PORTION 56 EXISTING WALL 36" OPN'G rl I _ I I I I T I I I I I I I I UP I I 19 I I I I ❑ I 2 XIO" CGA LER6ER 11 ANCHOR t BOND TO 45 MOWI EXI5T'6 FOUNDATION 1 U I WALL W/ M5 REBAR5'0 12" Ems• SLAD • O Or, VERTICAL J 3- 2"x10" CCA 61R0ER -O 5'-4" -4 I I I I I I I I I II I I L- _ _ _ _ _ - - - - - L-------------------------� 1 FOUNDATION FLAN 3 SCALE: 1/4" = I' -O" 1/2" GPX EXT PLYHD SHEATHING TYVEK BUILDING WRAP T'P 51DIN6 TYP PITCH �AW Y r• TOF501L — 1/2' 6YP BD 2"x 4" WALL CONSTR. 3/4" T t 5 PLYWD I— SUBFLR II "I/8 TJI FJ W/ 6" R-19 BAITS 2"x b" GGA SILL SHIELD 6 SILL SEALER (IN5UIU V-"-- 1'�—�]"'j' it Oo OO 4� O O POROUS FILL 5" PG FND WALL )AMPROOFIN6 4 O 4" PO SLAB W 0 . , x10, 6"x 6" HWM Ib"x 8" - P.G. FT& 4" CONCRETE SLAB W 6X6 10/10 W.W.F. b MIL POLYETHYLENE VAPOR BARRIER 4" GRAVEL NOTEs GI SILL PLATES AT BUILDING PERIMETER SHALL BE PRE55URE TREATED LUMBER AND INSTALLED WITH SILL SEALER, EACH SECTION OF SILL PLATE SHALL HAVE MINIMUM 2 ANGHOR BOLTS. ANCHOR BOL15 SHALL BE PLAGED 12" FROM THE END OF EACH SECTION AND 8'-O" ON CENTER IN BETWEEN. ANCHOR BOLTS SHALL EMBEDDED INTO FOUNDATION WALL FOR A DEPTH OF NOT LE55 THAN 8" 51MP50N MA523 MUD5ILL ANGHOR5 0 3'-6" O.G. MAY BE USED IN LIEU OF ANCHOR BOLTS HOOD IN DIRECT CONTACT W/ CONCRETE SHALL BE PRE55URE TREATED II "1/8 Til FJ W/ 6" R-19 BATTS FLOOR JOISTS z 0 Lu W Q z 0 L 0 O z � N z Lu Q 1L 0 L 0 v ' - - 0 � N U VA" GNAW" 2" X 12" RIDGE BEAM Y 00 TorAL TANVUL RATIw .ROOF/GEILIN6 WALLS ASPHALT SHINGLE ROOFING �IZ-I,� OVER 15# ROOF FELT ON 1/2" OD X PLYWOOD Int IF THE TOTAL THERMAL RATING 15 ZERO (0) OR GREATER, THE OUT51DE AIR FILM R = 11 OUT5IDE AIR FILM R = .I"1 SHEATHING. 2" X 10" ROOF RAFTERS • Ib" 0.6, v PROP05EI7 DE51ON FOR THE 13UILDING ENVELOPE COMPLIES W/ O ASPHALT ROOF SHINGLES R - .44 2" x b" RAFTER TIES THE ENERGY CODE. - GEDARIVINYL (AVERAGE) R = bq ® 32" O.G. THERMAL TABLE H AREA U -VALUE RATING USED 15a FELT R = ,Ob TYVEK R = .06 Q- \ A. WALL A55EMBLY V PLYWOOD SHEATHING R = .62 (" PLYWOOD SHEATHING R = l) \ .45 2" X 1JOISTS • Ib" O.G. Al. NET WALL5 2,69020 .01 +233 6-1 6' BATT INSULATION R = ROO 3 \' BATT INSULATION R : 13.00 ATTIC UIU T. INSULATION W/ R-35 0 BATT. SHED OOF BEYOND (FOIL FACED) ' (FOIL FADED) � A2. GLAZING 439.8032 -70 6-I - \ A3. OOOR5 80.00 ' +1 b -I V GYP. BD. WALL BD. R = .43 \" GYP. BD. R = b8 .OT INSIDE AIR FILM R = ,68 INSIDE AIR FILM R = b8 ' 1/2GYP. BD. FINISH SUBTOTAL THERMAL RATING FOR 5EGTION A (AI+A2+A3)7710 113% TOTAL R b CAVITY R = 21.40 U = .05 85% TOTAL R 4 CAVITY R = 15.13 U = 01 T. 4 5. 3 GOAT JOB 1% TOTAL R 0 RAFTER R = 11.46 5% TOTAL R 0 STUD R = 4.35 � B. ROOF/GEILIN6 ASSEMBLY F SPADE 131. ROOF/GEILIN6 2;813.0 D46 O 6-3 IN51DE AIR FILM R = b8 @EDROOP"I M A `> I i 52. SKYLIGHTS .42 63 S:y II 1/8 TJI FLR JOI5T9 o I6" or, 2" X 4" KNEE WALL \" PLYWOOD UNDERLAYMENT R = LK .62 3/4" PLYNOM SIIBFLOOR Q 50TOTAL THERMAL RATING FOR SECTION B (81+82) F-0-1 W/ MIN, R-19 B TT. INSULATION Q SECOND FLR.a \" PLYWOOD SUBFLOORIN6 R = .16 P +q,- - ry G. FLOOR A55EMBLY STILL AIR SPACE R = .62 Lu ALUM. GUTTER ON 0 X 6" FASCIA BD GL FLOOR 2413D' ,046 0 6-3 5 V BATT IN51JLATION R = 19.00 LOG CABIN SIDI 46 1/2" GYP. BD. FINISH I"X6" FASGIA'WIR4-I"X2" TRIM G2. FOUNDATION WALL STILL AIR FILM R = hl TYVEK HOUSE P T. 4 5. 3 GOAT JOB CONTINUOUS 5GREEN VENT 1/2" GD X PLY OD 93% TOTAL R ® CAVITY R =22.65 U = .O5 WALL PERIMETER O FT r SHEATHING ON "X4" WD. 1% TOTAL R 0 J015T R = 12.66 ) Lu ' 5TUD5 m I6' O.G ABOVE GRADE EXP09JRE O FT 4-I-� R-15 INSULATION Q INSULATION DEPTH � 11 1/6 TJI FLR. J OIST5 m Ib" O.C.PUSHILY e 24" 8 48" 64" FOOTING NY5 ENERGY GON5ERVATION CONSTRUCTION CODE NOTES MARCH I Taal 3/4" PLYWOOD LOOK � �IN,1�p� HALL W/ MIN. R-111 BA . IN5ULATION kC�61.7�.1- FIRST FLR. PART 6-1815 EUILDIN6 PE516N BY THERMAL RATING METHOD i0' -O" PERIMETER R -VALUE `�I I G3. SLAB EDGE INSULATION I. ALL WORK SHALL CONFORM N.Y.S CONSERVATIONUMRE CONSTRUCTION CODE LI ToENERGY - AND SHALL MEET BUT NOT BE LIMITED TO THE FOLLOWING MINIMUM REQUREME415, THE 1�u Z O 2"X6" GGA SILL LATE, TERMITE FIRE STOP PER ADE SUBTOTAL THERMAL RATING FOR SECTION G (GI+G2+G3) 2 DESIGN VAWES, 6000 DEGREE DAYS: 1/2 m ANCHOR E )LTS AT 8' 00. NYE, GODE (TTP) CENTER GIRDER TOTAL THERMAL RATING 3. WINDOW AND DOOR MANIFAGURE-RZ SHALL CERTIFY THAT THEIR PRODUCTS Nfff7 ' (3) 1 3/4" X II 1/8" MIGRO-LAM MINIMUM U VALUES INDICATED AND AIR INFILTRATION RATES AS PER WOE. Q Q l:FI I AR 3" DIA, STANDARD WEIGHT B" pCXdREo CONCRETE FOUNDATION + 110 O K Q WALL ON A B" X 16" POURED 4. FIREPLACE SHALL BE EQUIPPED WITH THE FOLLOWING: ci STEEL PIPE COLUMN - ON A 30" X 30" X 15" .0 CONCRETE FOOTING -DAMPER WITH AIR LEAKAGE OF 20 G.F.M. MAXIMUM AT 0.3 INCHES WATER 6A16E. -CAMPER GOM6U5TION AIR VENTS WITH TOTAL CAPACITY OF BETWEEN 150 G.F.M, POURED TE FOOTING. (TYPJ TO 200 G.F.M. LOCATED IN HEARTH OR AT SIDES OF FIREBOX, DAMPER SHALL BE . (TYPJ Q O 4° POURED CONCRETE SLAB CAPABLE OF BEING FULLY CLOSED N eq, Lu MATCH 4 MILL VAPOR BARRIER p 5, OIL FIRED SERVICE WATER HEATING EGIUIR*NT MINIMUM PERFORMANCE -EF GREATER EXISTING V / LIOUID MEMBRANE THAN 5q - .0019V FLOOR WATERPROOFING DOVE OVER O C7, ff�� W FOOTING 6. H.VA.G. EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: n - MINIMUM COMBUSTION EFFICIENCY OF 10% ARE (6A5)15% AFUE (OIL) 0 -H.VAL, EQUIPMENT PERFORMANCE SHALL BE GERTIFED BY THE MAN)FAGTURER FOR L CONFORMANCE WITH THE N.Y.5. ENERGY CONSERVATION CODE. -THERMOSTAT 5ETTIN6 RANGE 45' F TO 85° F AND SHALL 13E CAPABLE OF Q_ PROVIDING A DEAD BAND OF NO LESS THAN 5' F BETWEEN FULL HEATING AND COOLING. G /' T ^ I n �O SG GROSS I O V I l ALL SERVICE HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE. SCALE: I/4" '-O" 4 = I 8. THESE PRAWIN65 AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDER 516NED I TO THE BEST OF THE UNDERSIGNED KNOWLEDGE, INFORMATION, AND BELIEF, MEET THE REQUIRIBIENTS OF THE N.Y.5. ENERGY CONSERVATION CONSTRUCTION CODE (MARCH I, 1990 0 Q W J' N -I O _O C-7ENERAL NOTE5 z Q N a Z O I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE 14. ALL FLASHING SHALL BE AJMINM. PRIOR TO STARTING OF WORK AID HE 5114ALL FAMILIARIZE HIMSELF WITH THE INTENT OF THEE PLANS AND MAKE WORK AGREE WITH SAME. I5. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "FURRIGANE W I :< Q Z ^ CLIPS" 0 16' ON CENTER. 2. ALL WORK SHALL CONFORM TO THE NEW YORK UNIFORM < Q U- STATE .FIRE 16. DO NOT SCALE DRANN55. WRITTEN DIMENSIONS SUPERGEDE SCALE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE DIUENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON 517E TOWN OF SOUTNOLD. IN5PECTION5 AND/OR 095ERVATION5 O° THE CONSTRUCTION. 3. IF IN THE COURSE OF C4N5TR1JGTION A CONDITION EXISTS WITCH IT DRANN65 AND SPECIFICATIONS AS I145TR AI NTS OF SERVILE ARE AND D15A6REE5 WITH THAT AS INDICATED ON THESE PLANS, THE CONIRAGTOR 5HALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT SHALL STOP WORK AND NOTIFY THE AROHITRGT: SHOULD HE FAIL TO FOR MICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE FOLLOW TH15 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL USED ON ANY OTHER PROJECTS OR E%1EN51545 TO TH15 PROJECT EXCEPT . (� A55UME ALL RESPONSIBILITY AND LIA131LITY ARISING THEREFROM, BY AGREEMENT IN WRITING AND WITH ADEQUATE COMPENSATION TO THE V , ARGHITFCT. fvl� 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO 18. ALL 'MICRO=LAA' LAMINATED VENEER LLMBER TO BE DOU6LA5 FIR A5 ' 5. ALL FOOTINGS SHALL BEAR ON UNP15TLPZW 501L NTH A MINIMUM SOIL MANUFACTURED BY TRU5 J015T CGRP. OR EQUAL. SIZES AS INDICATED ON NIAIIi OM PRE69M OF 2 TONS PER SGPT. AND SHALL HAVE A MINIMUM OF 3'-0" PLANS. MICRO -LAM INSTALLATIONS SHALL BE IN STRICT GONFORMANGE OF Gam. WITH MANUFA61,RER5 5PEGIFIGATION5 AND RECOMMENDATION5. 6. ALL GONCRETE 5HAL BE 3000 P51, CONCRETE • 28 DAYS. 19. ALL METAL JOIST HANGERS AND OTHER METAL COHPELTOR5 REQUIREDxm n7na tsTM� .,� YO�Itl/MWYrh1►J EXISTING. SHALL BE 'TECO CONNECTORS' OR EQUAL AND 5HA1.L BE CAPABLE OF ro i�r'v' mm HANDLING LOAD$ • CONNECTION POINTS. INSTALLATIONS 1. DESIGN TIMBER STRESS - DOU6L/5'FIR, NO. 2 GRADE FB = SHALL 13E IN +j 8,25 PSI, E'= 1,200,W0 PSI. 5TRIGT CONFORMANCE NTH MANUFAGTURBR5 SPEGIFIGATION5 AND RECOMHEN(7ATIONS. 8. ALL IFADERS SHALL WALLS ! (3) 2"X8" IN IN 2SE. OTEb DBE 20. DOUBLE J015T5 ER L PARTITIONS PARALLEL TO SAME A11D AROUND 2'X6' WALS UNLESS NOTED OTHERWISE. UNDER ALL OPENINGS. 9. ALL HEADERS SHALL BEAR ON 2 -'2', X 4' POSTS a 2'X4' WALLS FOR n` OPE IN95 OVER 5'OR SINGLE 2' X 4" P05TS OPERN65 UNDER 5'. 21. PLYWOOD DECKING SHALL BE EXTEWOR GRADE PLYWOOD WITH EDGES �� W SOLID BLOCKED OR PLY CHIPS. 10. FURNSH AND INSTAL SINGLE 5TATION SMOKE DETECTING HARM DEVICE IN GOMPLIANCE NTH NEW YORK STATE BUILDING CODE. 22. ALL STRUCTURAL STEEL WAIL BE A-36 STEM AND SHALL BE (L ib INSTALLED AS PER A.15C.SLAZINO 11. ALL NNDOW5 SHALL BE MITE PEWA-50IED WITH HIGH PERFORMANCE %� HURRICANE GLIP DETAIL A6 MANUFACTURED BY ANDERSEN NRE0U� OR EQUAL. INCLUDE 23� NATIONAL S ' GYPSUM 60. I/2' THICK, 4 scALE, COAT 6 ADRYWALL ND KLA THREE INSECT 55 REENSAM XXTEDERS A5.T.s. �� RIDGE /ENT DETAIL 4 k � N.TS 12 MAINTAIN 2' MINIHM CLEARANCE BETWEEN ALL STRIKTIRAL FRAMING 24. ALL PLUFBIN6 SHALL BE IN 5TRIGT oONFORMANGE WITH NEN YORK STATE BUILDING CODE. PEERS AND FIREPLACE OR CHIMNEY MASONRY. Stir. No. 13. ALL FLOOR J0151'Ta SHALL BE LATERALLY SUPPORT® BY BRIDGING OR25. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED BLOCKING • INTERV1 4# NOT EXCEEDING EIGHT PEET. 26, DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND PROVIDE DOUBLE HEADER J015M AT ALL OPENINGS. OF 4 2-12 ML HDR. BOX OUT WITH I" PINE LOG GAB1N 510IN6 12" RID6E VENT 13 I"X2" TRIM ON I"X8" RAKE 6RIGK CHIMNEY12 1"X8" FRIEZE BOARD ASPHALT SHINGLE ROOFING Q. RIDGE VENT 75pTEPFLA5HIN6 ASPHALT SHINGLE ROOFING W BI //N\7 arnPALT 5HIN6LE, ATIVE GOL.UMN5 V -O" HT. f� ---6RAVE -2'-0'�— 36" HI RAILING HOOD 5TIE GRADE RADE TYP. ALL DOORS PER NY5 B" POURED GONG FOUNDATION HALL II I I I I I I I II I I — -L _L — — -L — — — — _ — _ CELLAR FLR. -9'-O" — _ — � — — — - H"Xi�_POURED GONG. FC¢OTIN6 REAR ELEVATION SGALE: 1/4" = 1'-0" EXISTING (SIDE ELEVATION ELEVATION �j SGALE: 1/4" = 1'-O" RIDGE VENT ASPHALT SHINGLE ROOFING EXI5TING L06 CABIN SIDING I I I I I I I I I I I I II I I I I I -- - - - - - - - - ---� LO6 CABIN 51DIN6 I I II III II I I I I I I I I II ---------------------------------------------- 2 SIDE ELEVATION SCALE: 1/4" = 1'-0" 30" HI RAILING HERB CEDAR VENT ASPHALT 5HIN6LE ROOFING GABIN 51DIN6 II I III I I I II I III I I I II I III I I I 11 i III I I i II I III I I I r4FRONT ELEVATION SGALE: 1/4" = I' -O" EXI5TINe EXISTING 1 2 2 San, I N z Q W W 2< SHT. No. OF 4 II^^ VI QI ILu FL SHT. No. OF 4 II^^ VI O V V / S W 6 L x � v S SHT. No. OF 4 30'-4" 30'-4'l 13'-8" 2'-O" 4'-2" I'-8" 5'-0" I'-8" 4'-2" 3'-10" 2'-8" 3'-4" 3'-10" 26'_4" 5'-O" 1'-B" 4'-2" I'-6" 10'_2" 6LP55 DOOR ERN 5 ENERGY CODE W/ FRE5 AIR NLETEl . WOOD STEPS TO GRADE WITH 12" T NPPERED COLUMNS (TYP) _ 24 62456 HANDRAIL PER CODE _ � El 2-2"XI2" HDN5'-O 2-2"XI2" HDR Q s'-6^ 5'-6" NEW BACK _ PORCH - "%12" HDR 2 -2"X12" HDR m 11._g.. 2-2 ,p IB" MA50NARY HEARTH v U S L BOO _ N SMOKE 7 `r OOF O 1 -30 INSULATION - BEL DETECTOR b'-00 GLe' N ELOW . v Q 2"XIO"R.R.®I6"OG,\\ LL 2442 Q m\\R-30 INSULATION m IIN O v _Y N 'w' 3068 V DGU�1 6 UP ROOF RAFTERS O' -- — — � LZ 2-2"X12' HDR _ _ nnuPA F I P FAMILY R 2- RR I 7 / 2'-0" ROOM Q 1 T.5 TJI F.J.®16"OG. N tt O \Ly HE _ / CIO I6'_O" 2 ..m 5'-8" Q 5'-O" N ® _ RIDGE D'-0' GLB. I LL p�.p. RtD6E _ m N A N_ 6] I N N 125 GFM tV �PyL� 26 8 I d� EXHAUST QN ry / RJ I 668 ' II 7/8 TJI FJ.®Ib"OG\\ ❑ FAN TO ,r �-( I h1 EXTERIOR _ RR 125 FM 11, Nn - ff% 'rye EXH r EXTERI _ O I O 12-5"30 IILSULATION. \ — — — INSULATE WALLS AND FAN O 1 p_g 4' mp D 1 ry `ry�I UNDER _X -Ip STAIRS PER Q ,o Q N UP N GODE N N� 10-8 tt ry ry X (3 II 7/e ML FL _ N '-0' I I GL05. 6'-6" 5'-O" _ 66 N EXI5TIN v 2668 I �WALL LL a OCR ( LE UP ROOF RAFTERS{5/k- BELOW L II 115 TJ F.J.616"OG.\\ O KITCHEN \\ ) C FL i REMORK as RRAAN5E EXISTING \ \ L- zz_ 1 RROOF O EXHAUST TO I `v I BATH A5 p O O I ip Ory Q 125 GFM EXHAUST BELOW OUTSIDE N SOWN = Q .D RIDGE FAN TO EXTERIOR -� � N I REMOVE trv� X / MASTER 8'-0 OI _O _N ERELOG6ATE m ry �P' I PQM I UP J ° DW I REMOVE = = FIXTURE v / � ry BRAY C4.6.. 1 EXI5TIN6 I i I EXI OTIN6REMOVE N/ ON X I PORTION Iw i — OF EX 5 6 R.R. I ° � EXIST 6 — _ BLE UP ROOF RAFTERS I UP TO 8' GL6 HT. _LOFT 8'-6" T -b" II 6UE6T I HEADER OFF r 011 ROOM SH HDR NEW FLU 5U _ v\I\I -7/b /.5 TJI \\ ROOF 2"�IO"R.R.®16"OG\� ry� l DN REMOVE BELOW R-OILATIO K FON OF STAIR WALL O 2"XIO"G.J \\ XIIIwLI or ry ry K NEW NOOK EX15T'6 STAIR 30" OPEN'6 - I 245b 106.5 (MIN) Q Id) 2-2"X12" HDR -2"X12" HDR 2-14" ML HDR U Q% 0 6068 FW6 I 9 Y FLAT ROOF DEGK I �ry PORCH ® W 511,16LE PLY RUBBER ROOK IS EXISTING �y1��I��� 12"m DERMA CAST LUMN ry' DN O O G'O'TH' CLS. 1 ��LpJ�a` L�11�D`3�L 3-2"X 12"HDR. I�3-2"X_12"HDR, X �OP'E^N'_I +C 30" HI WOOD RAIL i� CATH. Gb. FIRST FLOOR PLAN SEOOND FLOOR PLAN 2 SCALE: 1/4" = 1'-0" K 2 SGALE: 1/4" = 1'-0" Z I— V W Q 9M SHT. No. O OF 4 A 11^^ 2 Q � v � ffyy VI �v J X 6 LLQ. � � Q W < Q Lu J Z SHT. No. O OF 4 A 11^^ � v � ffyy VI �v X 6 � � SHT. No. O OF 4 A Q m b" P XREP GONG TE FOU ATIO WALL ON b"XIb" P D G NG FOOTING i0 I m �9 RI�9 Y _v N 12" 41 TUBE FOOTIN65 MIN. 3I BELOW 6RADE(MUST BE ON VIR61N SOIL) 30,_4" E�ff O OF NEW CONCRETE S READ TO ALIGN NEW .G. FLUE W/ EXIST'S, CxM11A-!'I%----- ----I - - - - A DUMP -�/�-�/}� -714;4 GIRDER O DE�ER _ - - (� 5"- - - - - 1^ I I II T/b Til F.J. • 16" Ock, I b" POURED CO CRETE W INSULATION ION I FOUNDATION L ON b"XIb" �- POURED CONG FOOTIN6 3 1/2" STANDARD STEEL PI _ I COLUMN ON A DOUBLE UP J015T UND STAI I 30"X30"X15"DEEP POUREDAt I Q CONCRETE FOORTIN6. (TYP) NMR- b JI F.J. ®Ib" O DROP TO OF NE GONGRETB R- 9 INSULATIONL J WALL A6 REQ'P TO ALIGN NEW J015T5 W EX15 '6 I. u�t7l 11 1 '1 � MLL FFLLUUSH UNDER m - - - - POST VE .O - - - - - - - oCHOR 4 BONE) TO FOUNDATION WALL W/ #5 RE5AP6 XIST'C, I I a 12" O.G. VERTICAL BEAM POCKET J m L - - - DOUBLE UP 1015T UNDER KITCHEN ISLAND AND ALL AREAS WITH ry TILE FIN. FLOOR. I N TJI F.J. m'16" Ori' N \\ R-Iq IW-TTION u� K I I I I II II REMOVE PORTION OF 3b" OPN'6 61-L - I I I I I I I I IIII UP I LLIJ L, 1----- --------- IQI EXISTING ANCHOR 4 BOND TO (:FIJI AR I EXIST'6 FOUNDATION 4• R01PM U I I WALL W/ 05 REBAR5 m 12" CQ'K• SLAB — o _ o.c. VERTICAL r J - 3 - 2"X10" GGA GIRDER I I I I I I I III II I L - - - - - L-----------------------� 1 FOUNDATION PLAN 3j 5GALE: 1/4" = I' -O" 1/2" 6YP 8D 2"x 4" WALL CONSTR. 3/4" T 4 6 PLYWD I/2" GDX EXT PLYWD 5HEATHINS, 5U5FLR TYVEK BUILDING WRAP - TYP SIDING 11 VH TJI FJ W/ 11 -I/b TJI FJ h/ --+ 6" R -I9 BA175 6" R -I9 BATTS TYP PITCH AWAY it - • , 20 2"x 6" GGA SILL _III -III _ L� TER ITE SHIELD 4 SILL , L TOPSOIL _ SEALER (INWL) 11-6 III •' • oc 0° oic t . CELLAR NEW G n • EX15T'6 2"X4" WALL EXI5T'S v ° •., Q POROUS FILL ° H" PG FND WALL DAMPROOFIN6 b" PG FND WALL 5 O 4" PG SLAB I^V %10, b"x b" W 4" PG SLAB W/ WM 410, 6"x 6" WWM oO I6"x B" Ib"x b" °.A V� ;• •, .r P.G. FT6 • P.G. FTS, -4" CONCRETE SLAB W/ bXb 10/10 W.W.F. b MIL POLYETHYLENE VAPOR BARRIER /-4" 6RAVEL NOTE, SILL PLATES AT BUILDING PERIMETER SHALL BE PRESSURE TREATED LUMBER AND INSTALLED WITH SILL SEALER. EACH 5EGTION OF SILL PLATE SHALL HAVE MINIMUM 2 ANCHOR BOLTS. ANCHOR BOLTS SHALL BE PLACED 12" FROM THE END OF EACH SECTION AND 6'-0" ON CENTER IN BETI^EEN, ANCHOR BOLTS SHALL EMBEDDED INTO FOUNDATION WALL FOR A DEPTH OF NOT LE55 THAN b" SIMP50N MA1323 MUDSILL ANCHORS m 3'-b" O.G. MAY BE USED IN LIEU OF ANCHOR BOLTS WOOD IN DIRECT CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED SUBFLR EX15T'G FLOOR JOISTS ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON I/2" GD X PLYWOOD 5HEATHING. 2" X IO" ROOF RAFTERS 0 16" O.G. 2" X 10" GEILINIS J0I5T5 ® Ib" O.G. W/ R-30 BATT.I INSULATION 11 1/5 TJI FLR IJ015T5 ® I6" 0. 3/4" PLYWOO SUBFLOOR W1/ MIN. R-19 B TT. INSULATION LOG CABIN SIDE WALL A55EMBLY TYVEK HOUSE IN ZAP 1/2" OD X PLY OD SHEATHING ON "X4" Nm. STUDS Y Ib" O.0 R = .62 R-15 INSULATION 6-1 II 'Vb TJI FLR. J IST5 m 16" 0.: 3/4" PLYWOOD BFLOOR W/ MIN. R-19 BA 7. INSULATION 2"Xb" GGA SILL PLATE, TERMITE 1/2 m ANGHOR 5PLT5 AT b' OG. MATGIi exlsrixs FLOOR 111♦ _ �I►�1� V _ 2" X 12" RIDGE BEAM 12 2" X b" RAFTER TIES e 32" O.O. � SHED 1/2" GYP, BO. FIN15H T. t 5. 3 COAT JOB o l�el �v 7FLR.;'t SECOND f X9,_0° R 1/2" GYP. BD. FINISH T. 4 S. 3 COAT JOB FIRST FL t0' -O" FIRE STOP PER NY5 CODE (TYP) CENTER GIRDER (3) 1 3/4" X II 1/b" MICRO -LAM CFI I AR 3" DIA. STANDARD WEIGHT STEEL PIPE COLUMN ON A 30" X 30" X 15" POURED CONCRETE FOOTIN5 (TYP) 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER I _� GROSS SEGTION 4 5GALE: 1/4" = I' -O" _,q,-0. 1 ; LL - Y' X 4" KNEE WALL ALUM. GUTTER ON F X 6" FASCIA BD. "Xb" FASCIA WITH 1"X2" TRIM CONTINUOUS SCREEN VENT b' POURED CONCRETE WALL ON FOOTING POURED FOUNDATION Q LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING GENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL (ONDIT)OS TO THE 51TE PRIOR TO 5TAR1IN6 OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOM OF SOUTHOLD. 3. IF IN THE COURSE OF CONSTRICTION A CONDITION FX15T5 WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHAD. ASSUME ALL RESPONSIBILITY AND LIABILITY AR151N6 THEREFROM. 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SOFT. AND SHALL HAVE A MINIMUM OF Y -O' OF COVER- 6. OVERb. ALL CONCRETE SHALL BE 9000 P51 CONCRETE 0 26 DAYS. EXISTING. 1. DE51ON TIMBER STRESS - DOUGLAS FIR, NO. 2 GRADE FB = b25 P51, E = 1,200000 P51. b. ALL HEADERS 54AU BE (2) 2'Xb' IN 2'X4' WALLS 4 (31 2'Xb' IN 2'Xb' WALI5 UNLESS NOW OTHERWISE 4. ALL HFADER5 SHALL BEAR ON 2 - 2" X 4' P065 0 2"X4" WAIS FOR OPENINGS OVER 5M SINGLE 2'X 4' POSTS OPENINGS UNDER 5'. 10, RM15H AND INSTALL SINGLE STATION SMOKE DETECTING HARM DEVICE IN COMPLIANCE NTH NEM YORK STATE BUILDING GODS II. ALL WINDOWS SHALL BE WHITE PERMA-61415D WITH HIGH PERFORMANCE GLAZING AS MANUFACTURED BY ANDERSEN WINQOWALLS OR EQUAL. INCLUDE I NSEGT SCREENS AND JAMB EXTENDERS AS REQUIRED. 12. MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL 5TRUCTURA- FRAMING MB R5 AND FIREPLACE OR GHIMWY MASORY. 13. ALL FLOOR JOIgM SHALL BE LATERALLY SUPPORTED BY BRIPON6 OR BLOCKING 0 INT R%K} NOT EXCEEDING 5SW PIPET. I ender OP TWAL TWOR AL RATRJIlI IF THE TOTAL THERMAL RATING 15 ZERO (0) OR GREATER, THE PROPOSED DE546N FOR THE BUILDING ENVELOPE COMPLIES W/ THE ENERGY CODE. THERMAL TABLE AREA U -VALUE RATING U5ED A. WALL A55EMBLY R = .11 R = .44 Al. NET WALL5 20020 ' .01 +233 6-1 R = .Ob A2. GLAZING 43q.60' 32 -10 6-1 R = .62 A3. DOOR5 60.00 ' .01 +1 6-1 R = 19.00 SUBTOTAL THERMAL RATING FOR SECTION A (AI+A243) +110 B. ROOF/GEILIN6 A55EMBLY R = ,43 BI. ROOF/CEILING 2,813.0 D46 O 6-3 R = bb B2. SKYLIGHTS .42 6-3 R = 21.40 U = DS SUBTOTAL THERMAL RATING FOR SECTION B (81+82) 0 R = 11.46 G. FLOOR ASSEMBLY FLOORLN14EATEP SPACE 61. FLOOR 2,813.0 ' .046 0 6-3 R = .68 02. FOUNDATION WALL V PLYWOOD UNDERLAYMENT R = b2 WALL PERIMETER 0 FT V PLYWOOD 5UMLOORING R = .16 ABOVE 6RADE EXPOSURE Q_F1 STILL AIR SPACE R = 52 INSULATION DEPTH 5 V BATT INSULATION R = 19.00 e24 a4b of b4' FOOTING STILL AIR FILM - PERIMETER R -VALUE R =22.65 U = .05 03. SLAB EDGE INSULATION R = 12.66 _ SUBTOTAL THERMAL RATING FOR SECTION G (CI+C2+C3) TOTAL THERMAL RATING 14. ALL FLASHING SHALL BE ALUMINUM. 15. ALL RAFTERS SHALL BE ANGHORED TO FRAMED WALLS WITH "WRRIGANE CLIPS' 0 Ib' ON CENTER. 16. DO NOT 51 -ALE DRAWINGS. WRITTEN DIMEN510N5 SUPERGEDE SCALED DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON 517E INSPECTIONS AND/OR OBSERVATIONS OF THE GONSTRUGTION. 11, DRAWINGS AND 5PECIFIGATION5 A5 IN5TRUME4T5 OF SERVILE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THI5 PR0,ECT EXCEPT BY AOREBMENT IN WRITING AND WITH ADEQUATE COMPENSATION TO THE ARCHITECT. 0. ALL "MICRO=LAM' LAMINATED VENEER LUMBER TO BE DOUGLAS FIR A5 MANUFAC7IRED BY TRU5 J015T CORP. OR EQUAL, 51ZE5 AS INDICATED ON PLANS. MICRO -LAM IN5TALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANIFAGTURER5 SPECIFICATIONS AND RECOMMENDATIONS. 14. ALL METAL J015T HANGERS AND OTHER METAL CONIO'TORS REQUIRED SHALL BE 'TECO LONgGTORS' OR EQUAL AND SHALL BE GAPA13LE OF HANDLING LOAPS • CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CADWORMANGE WITH MANUFACTURERS 9PECIFICATION5 AND RE60M,01PATIONS. 20. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. 21. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES SOLID BLOCKED OR PLY CHIPS. 22. ALL STRUCTURAL STEEL SHALL BE A -3b STEEL AND SHALL BE INSTALLED A5 PER A,ISL. 23. ALL DRYWALL SHALL BE U5G. NATIONAL GYPSUM CO. 1/2' THICK, TAPED AND 5PAOKLED THREE COAT5. 24. ALL PLUMBING SHALL BE IN STRICT GONFORMANGE WITH NEW YORK STATE BUILDING CODE. 25 ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED. 26. DOUBLE JOLST5 UNDER ALL PARTITIONS PARALLEL TO FRAMING AND PROVIDE DOUBLE HEADER JOISTS AT ALL O'ENIN65. ROOF/GEILIN6 R = IT WALL5 OUTSIDE AIR FILM R = .11 R = .44 GEDARNINYL (AVERAGE) R = b9 R = .Ob TYVEK R = D6 R = .62 I" PLYWOOD 5NEATHIN6 R = .45' R = 19.00 3 V BATT INSULATION R = 1300 (FOIL FADED) (FOIL PAGED) R = ,43 \" GYP. W. R = b0 R = bb INSIDE AIR FILM R = 66 R = 21.40 U = DS 85% TOTAL R 0 CAVITY R = 15.13 U = -al R = 11.46 5% TOTAL R Y STUD R = 9.35 OUT5IDE AIR FILM ASPHALT ROOF 5HINELE5 15% FELT V PLYWOOD 5HEATHIN6 6' BATT INSULATION (FOIL FADED) V GYP. BD. WALL BD. IN51DE AIR FILM 93% TOTAL R a CAVITY 1% TOTAL R ® RAFTER FLOORLN14EATEP SPACE IN51DE AIR FILM R = .68 V PLYWOOD UNDERLAYMENT R = b2 V PLYWOOD 5UMLOORING R = .16 STILL AIR SPACE R = 52 5 V BATT INSULATION R = 19.00 STILL AIR FILM R = b1 93% TOTAL R 0 GAVITY R =22.65 U = .05 1% TOTAL R ® J015T R = 12.66 N.Y5, ENERGY GON5ERVATION GON5TRUGTION CODE NOTES - MARCH 1991 PART 6-1815 BUILDING DESIGN BY THEWMAL RATING METHOD RK I. ALL WOSHALL CONFORM TO N.Y.5. ENERGY GON5ERVATION GON5TRIGTION CODE AND SHALL MEET BUT NOT BE LIMITED TO THE FOLLOWING MINIMUM REQUIREMENTS. 2. DE516M VALUES: 6000 DE6REE DAYS: 3. WINDOW AND DOOR MAMFA01RER5 SHALL GERTIFY THAT THEIR PRODUCTS MEET MINIMUM U VALUES INDIGATED AND AIR INFILTRATION RATES AS PER CODE. 4. F REPLACE 5HALL BE EQUIPPED WITH THE FOLLOWING: -DAMPER WITH AIR LEAKAGE OF 20 C.F.M. MAXIMUM AT 0.3 INCHES WATER 6AU6E. -DAMPER COMBUSTION AIR VEN15 WITH TOTAL CAPACITY OF BETWEEN 150 GF.M. TO 200 G.F.M. LOCATED IN HEARTH OR AT 51DE5 OF FIREBOX, DAMPER SHALL BE CAPABLE OF BEING FULLY CLOSED 5. OIL FIRED SERVICE WATER HEATING EQUIPMENT MINIMUM PERFORMANCE -EF GREATER THAN 59 - .0019V 6. H.VA.G. EQUIPMENT SHALL MEET THE FOLLOWING REMAREMENT5: - MINIMUM COMBUSTION EFFIGIENGY OF 10% AFUE (&AS)15% ARE (OIL) -H.VA.C. EQUIPMENT PERFORMANCE SHALL BE CERTIFIED BY THE MANIFAGTURER FOR GONFORMANGE WITH THE N.Y.5. ENERGY CONSERVATION CODE. -THERMOSTAT 5ETTIN6 RANGE 45' F TO 85' F AND SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF NO LESS THAN 5' F BETWEEN FULL HEATING AND GOOLIN6. 1. ALL SERVICE HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE IN5U.A7ED IN AGGORDANGE WITH THE N.Y.5. DER6Y CONSERVATION CON5TRUGTION CODE. 8. THESE PRANIN65 AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDER 516NED 4 TO THE BEST OF THE UNDERSIGNED KNOWLEDGE, INFORMATION, AND BELIEF, MEET THE REQUIREMENTS OF THIS N.Y5. ENERGY CONSERVATION CONSTRUCTION CODE (MARCH I, 1991) i51 HURRICANE CLIP DETAIL 4 5GALE, H.T.S. !!♦.TWEE RIDGE VENT DETAIL 4 5GALE N.TS _.` li011 nE 2-12 ML HDR. BOX OUT WITH I" PINE LOG CABIN SIDING 12" DECIRATIVE COLUMNS 36" HI RAILING PX2 TRIM ON 1"X8" RAKE "X5' FRIEZE BOARD RIDGE VENT 0 '�q0 BRICK CHIMNEY RM ■ I �_ I I II ,, I 'I i,,, -� ��� ir■li it yrlrl�l�� II ! 0 IIIII�i_NIN�OINi III' s` II' -O" KNEE WALL HT, SECOND FLR 8'-0" FIRST FLR. GLC. HT. 5/4"X4" SURROUNDS (TYP) FIRST FIR Sn'_q^ 61RADE -2'-0" WOOD SIIEP6 TO GRADE TYP. ALL DOr PER NY5 HALL 8APOURED �ONG. FOUNDATION I I ! I CELLAR FLR. -V-O" 8"X16" POURED GONG. FOOTING. _ 1 1 REAR ELEVATION 5GALE: 1/4" = V -O" �- EXISTING s SIDE ELEVATION 5GALE: 1/4" = I' -O" RIDGE VENT ASPHALT SHINGLE ROOFING Y EXISTING 0 L06 CABIN SIDING 2 J RIDGE VENT ASPHALT SHINGLE ROOFING 12 �0 STEP FLASHING ASPHALT SHINGLE ROOFING DO NOT PROCEED W ITH ww� nn7�nlT� OF FOUNDATION LOCATION HAS BEEN APPROVED. APPROVED AS NOTED 4, 3/ y3 9 DATE: /d 5 oa B.P, FEE: ` O B \\ NOTIFY BUILDING DEPARTMENT AT„- 1.0-10ul 9 -AM -TC 4 PM FOR THE FOLLOWING INSPE ONS I FOUNDATION - WO REQUIRED FOR POURED CON RETE 2. ROUGH - FRAMItG 8 PLUMBING 3. INSULATION 4. FINAL - CONST UCTION MUST BE COMPLETE FO C.O. ALL CONSTRUCTIO SHALL MEET PROVIDE'/i HR. FIRE THE REQUIREMENT OF THE N.Y. STATE CONSTRUCT I N & ENERGY RATED SEPARATION TO CODES. NOT RESI ONSIBLE FOR PART. 717.3 (f) (1) OF DESIGN OR CONSTR CTION ERRORS 1111. STATE BUILDING CODE. OCCUPANCY R PROVIDE OPENINGS FOR USE IS UNLAWFUL EMERGENCY ESCAPE AS WITHOUT CER IFICATE N9�S ATE BUILDIINGUIRED By PART.714 C0 EF OF OCCUPANC PROVIDE SMOKE -DETECTING REQUIRED ERS ERTIFI ALARM DEVICES AS TO PART. 721.1 N.Y.S BUILDING CODE. JI -1 I LOG GABIN SIDING EXISTING Z I copper tubing is used O +�— er distributing system; piping shall be O PLUMBER CERT/ CATIOAI Of hPes KK or y Q 0, LEAD CO'VTENT BEFORERITERS CERTIFICATE CL).i,') 'C,".TF 6'r L n I_ "_VGV. UNDERWRITERS REQUIRED < � PLUMBING ALL L PLUMBING WASTE 1� E! !Y 3Y - - _ _ _... - _-_ - _._ . ICEE(j 2/10 WATER LINES NEED LEAD. TESTING BEFORE COVERING n SIDE ELEVATION cn SCALE: 1/4" = 1'-0” CL v 50" HI RAILING I^EBB CEDAR VENT ASPHALT SHINGLE ROOFING III ISI III I I FRONT ELEVATION SGALE: 1/4" = 1'-0" EXISTING EXISTING N Z Q H Q W J W Q N IInn VI p 3 W z° tl� PERMIT REQUI R ALARM SYSTENISUNDER S ks) W 6 X S SHT. No. OF ALARM LAW PROVIDE ANTI -SCALD ANDRr Liw THERMAL SHOCK PREVENT G~ — DEVICES AS TO PART. 902. K)C) 1 (1 N.Y. STATE BUILDING CO . L_ V I LOG GABIN SIDING EXISTING Z I copper tubing is used O +�— er distributing system; piping shall be O PLUMBER CERT/ CATIOAI Of hPes KK or y Q 0, LEAD CO'VTENT BEFORERITERS CERTIFICATE CL).i,') 'C,".TF 6'r L n I_ "_VGV. UNDERWRITERS REQUIRED < � PLUMBING ALL L PLUMBING WASTE 1� E! !Y 3Y - - _ _ _... - _-_ - _._ . ICEE(j 2/10 WATER LINES NEED LEAD. TESTING BEFORE COVERING n SIDE ELEVATION cn SCALE: 1/4" = 1'-0” CL v 50" HI RAILING I^EBB CEDAR VENT ASPHALT SHINGLE ROOFING III ISI III I I FRONT ELEVATION SGALE: 1/4" = 1'-0" EXISTING EXISTING N Z Q H Q W J W Q N IInn VI p 3 W z° tl� IInn VI S ks) W 6 X S SHT. No. OF 4 30,_4„ Ib, -all 50'-4" 5'-0" I'-8" 4'-2" 5'-101, 2'-8" 3'-4" 3'-10" 6LA55 DOOR R N 5 ENERGY CODE W/ F AIR NLET. 24 6 ❑ 2456 WOOD STEPS TO GRADE WITH 12" T PPERED COLUMNS(TYP) HANDRAIL PER CODE +k 2-2"XI2" HD 2-2"XI2" HDR I3'-8" m 4A o y^R 51-6.1 5,-b„ NEH BACK N 16" MA5ONARY HEARTHa PORCH Y kA N XSMOKE DETECTOR 6'-00 GLB. /� ry2442 �,/ / 3068 2 -2'X1271 - HDR I �q NEIN FAMILY Y`v 011 ROOM "1,'b Q 11 7/8 Tit F J.016"OG. ' N GL6. � g Gam' � n ry s A Ib,_O„ 2 5,_g„ Q 5._O„ N v N Iv 125 CFM EXHAUST Q 11 7/8 TJI F.J.016"OG.\\ ❑ FAN TO y. \\-O" _ EXTERIOR - LLIF _ INSULATE WALLS AND N �I X UNDER X QQ 5TAIR5 PER Q 'y1;1 ! UP ry CODE ;VE N FF 13) II 7/8 ML FL H 41- QpMQVP b,_g„ 5_O" Cc.,r y`., •-rn JYSPX Jv..+T.�M�en N EXI5TINfT 1 LL R t OOR L FZEMOpELE I 7/8 TJ F.J.616"00,,% _ c Q KITCHEN 7 LFL REMORK m VENT A _ EXI5TIN6 Q EXHAUST TO I `,R BATH A5 NN SHOWN �fIJ OUTSIDE v 2' 146" 10'6,5 N 1 REMOVE 6 D RELOCATE I DW REMOVE 'p=I = 1 FXINRE EXISTING L EA TING INN b' -b" Y-6" II' -10" a GUEST 5 0„ ROOM NEW FLUSH HDR II7/e Tit F.J.016"OG\\ \\ REMOVE PORTION OF Q DN STAIR MALL NUP v n x NEH NOOK ExlsrG STAIR c N ' 30" OPEN'G 2456 g068 (MIN) -2"X12" HDR 2-2"X12" HDR � IN PORCH N N DN EXISTING 12"0 PERMA OAST LUM ry CATH. CLO. 2-2"X 12_HDR. .p W-10' 1 ) E I RST FLOOR PLAN 2 SCALE: 1/4" = 1'-O" 2'-O" -1442 t"XI2" HDR 11' .0 0 ROO 11 -30 5U TIO NI P � BELO m 14�•�,�� � a II v � .1 II • j S • ! • INSULATION UP ROOFn RVlL . F N m +.O• RIDGE _ � n P- 125 AFM2"X10"Myt)LA —N I OO � -- 2'-O" z _O u N W C) -1442 t"XI2" HDR 11' .0 0 ROO � -30 5U TIO NI P � BELO m 14�•�,�� � a a v � X � S RVlL . F N m +.O• RIDGE _ � n P- 125 AFM2"X10"Myt)LA —N I OO � z _O u N W C) 9' 0 V � P v � X � S RVlL P- 125 AFM2"X10"Myt)LA ION -- EXHAUST FAN TO Q \�R-30 INSULATION. ;t Fr"` EXTERIOR I �306� N I S-0'GL6. - 66 2668 7j BELOW DC OLE UP ROOF RAFTER5 I6' -O 3'-g" 5' " 0ROOF p{ 125 CFM EXHAUST BE OW RIDGE �*,I�C�I�-�1� ,gyp FAN TO EXTERIOR le O 6-0 a N IX UP N TRA N 1 m REMOVE FOR tION (� K _ BLE UP ROOF RAFTERS OF EXI5T6 'R.R. LOFT UP TO 8' GL6 HT. _ _HEADER OFFI!xI F ._ 51'IHp-RRr _ LLl it DN \\ RWf�16"pC.\ I III ROOF ryl BELOW 2"X101'G.J— \\\ \\ 016106. ryla 34346 - u leo J �4 3 ie3�RS � I I 14•_0„ 1 EX15TING TO OPENBELO 2-2442 OATH. GL6. �2'-0„� SEGONJ:�) FLOOR PLAN 2 5GALE: 1/4" = 1'-0" z _O u N W C) 5HT, No. O OF 4 i 9' 0 V � P v � X � S 5HT, No. O OF 4 i 4 7N 8"X16" FOOTING 4) N m 30'-4" L71sf� L BEAM POCKET" — — — — — - I Ail 4 I II 6'-0' Ib' -O' 13' �5�-O" N II 7/8 TJI F.J. O Ib' Ook, 8" POURED GO RETE FOUNDATION -19 INSUL TIO I POUREDGONG LTE FOOTING 3 112" COLUMN AN A NDARD STEEL PIF E I DOUBLE UP J015T UNDER STAT R 30"X30"XIS"DEEP POURED I 7 CONCRETE FOORTING. (TYP) II FX151 V8R JI F.J. TIO6" O L J I DROP TO OF NE CONCRETE q. WALL A5 TO ALIGN NEW � J015T5 W/ EXIS 16 _ 117 8 ML FLU UNDER _ - - — -- --- - POST ABOVE I O _ ANCHOR ! BOND TO EXIST'G I FOUNDATION WALL W/ 05 REBARS O 12" O.G. VERTICAL BEAM POGKETd _I 15,_g, DOUBLE UP J015T UNDER KITCHEN , FQ ISLAND AND ALL AREAS WITH 1 ry J TILE FIN. FLOOR ``nn I I I I N 'L)8 TJI F.J. O I6" OGS\ 1 x T R-91N5U ATION W I I I I I REMOVE PORTION I OF EXISTING ALL W36" OPN'G I I I I I v I��I III II _I-11L� m I I i I L------ ---I 12" (P TUBE FOOTINGS MIN. 31 BELOW GRADE (MUST BE ON VIRGIN SOIL) LL I I � .o `/yylj�y 3-- 2"x10 GGA GIRDER 5'-4"1 5'-0. 5'-O" Ib' -4" ANCHOR t BOND TO EXIST'G FOUNDATION WALL W/ 05 REBAR5 O 12" OG VERTICAL UP EXISTING ❑ I 16'-8" Z O Lu o U^L 3'-4" 2'-6" 5'-0" 2'41" 3'-4" (i c� O S DROP TO OF NEW CONCRETE 0 V1 � \s/ T CL 6 O czCL O WALL AS REQ'D TO ALIGN NEW O D- O JOISTS hU EXIST'6 O Q N p 3 Q W W z - — A H DUMP 13 - 2"X10" GGA GIRDER 7 L"XIO" GGA LEDGER L71sf� L BEAM POCKET" — — — — — - I Ail 4 I II 6'-0' Ib' -O' 13' �5�-O" N II 7/8 TJI F.J. O Ib' Ook, 8" POURED GO RETE FOUNDATION -19 INSUL TIO I POUREDGONG LTE FOOTING 3 112" COLUMN AN A NDARD STEEL PIF E I DOUBLE UP J015T UNDER STAT R 30"X30"XIS"DEEP POURED I 7 CONCRETE FOORTING. (TYP) II FX151 V8R JI F.J. TIO6" O L J I DROP TO OF NE CONCRETE q. WALL A5 TO ALIGN NEW � J015T5 W/ EXIS 16 _ 117 8 ML FLU UNDER _ - - — -- --- - POST ABOVE I O _ ANCHOR ! BOND TO EXIST'G I FOUNDATION WALL W/ 05 REBARS O 12" O.G. VERTICAL BEAM POGKETd _I 15,_g, DOUBLE UP J015T UNDER KITCHEN , FQ ISLAND AND ALL AREAS WITH 1 ry J TILE FIN. FLOOR ``nn I I I I N 'L)8 TJI F.J. O I6" OGS\ 1 x T R-91N5U ATION W I I I I I REMOVE PORTION I OF EXISTING ALL W36" OPN'G I I I I I v I��I III II _I-11L� m I I i I L------ ---I 12" (P TUBE FOOTINGS MIN. 31 BELOW GRADE (MUST BE ON VIRGIN SOIL) LL I I � .o `/yylj�y 3-- 2"x10 GGA GIRDER 5'-4"1 5'-0. 5'-O" Ib' -4" ANCHOR t BOND TO EXIST'G FOUNDATION WALL W/ 05 REBAR5 O 12" OG VERTICAL UP EXISTING ❑ I CELLAR 4'POURED GONG. SLAB g1FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1/2" GYP BD 2•x 4" WALL GONSTR. 3/4" T t 5 PLYWD 1/2" COX EXT PLYWD SHEATHING 5UBFLR TYVEK BUILDING WRAP TYP 51DINOt www II 7/8 TJI FJ WV 6" R-19 BATTS TYP PITCH - IY 2);2"x b" GGA SILL TE ITE 5HIELD 6 SILL TOPSOIL —III—III— '•' SEALER (INSUL) CELLAR V O POROUS FILL 8" PG FND WALL AMPROOFIN6 O O 4" PG SLAB W/ NIC, 6"x 6" WWM ` '• I6"x 8" PC. FTG —4" CONCRETE SLAB W/ bX(l 10/10 HAP 6 MIL POLYETHYLENE VAPOR BARRIER �-4" GRAVEL NOTE: SILL PLATE5 AT BUILDING PERIMETER SHALL BE PRESSURE TREATED LUMBER AND INSTALLED WITH SILL 5EALER. EACH SECTION OF SILL PLATE SHALL HAVE MINIMUM 2 ANCHOR BOLTS. ANCHOR BOLTS SHALL BE PLACED 12" FROM THE END OF EACH SECTION AND B' -O" ON CENTER IN BETWEEN. ANCHOR BOLTS SHALL EMBEDDED INTO FOUNDATION WALL FOR A DEPTH OF NOT LESS THAN 8" SIMPSON MAB23 MUDSILL ANCHORS O 5-6" O.G. MAY BE USED IN LIEU OF ANCHOR BOLTS WOOD IN DIRECT CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED II 7/8 TJI FJ W b" R-19 BATTS FLOOR JOISTS Lu Lu Z O Lu o U^L o p / 1�-F-- (i c� O S 0 V1 � \s/ T CL 6 O czCL O L O D- N Q p v (i O S O 7N v � IL 6 X W � O O Q N p 3 Q W W z IN p v � S U 7N v � 6 X � � IN ASPHALT 5HIN6LE ROOFING OVER 15• ROOF FELT ON I/2" GD X PLYWOOD SHEATHING. 2" X 10" ROOF RAFTERS 0 Ib" O.G. U VALUE CALCULATIONS 2" x 12" RIDGE BEAM I III 2" x 6" RAFTER TIES ® 32" O.G. SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL TMWAL RATIN& 15 ZERO (0) OR 6REAT62, THE PROPMED DE516N FOR THE M4LOINS ENVELOPE COMPLIES W/ TIE BERSY CODE. TH 944AL TABLE AREA LWALLE RATING Usm OR FWWZYi� ;Aw;i9■ 2" X 10" CEILING JOISTS 0 1(," O.G. R = .n - ATTIC R = b9 ISM FELT A. NET WALLS 2,M.20 .01 +233 6-1 W/ R-30 BATT INSULATION b' BATT IWOAT1ON SHED OF BEYOND A2. SLAZINS 439b0 ' 32 R = bB INSIDE AIR FILM R = b8 93% TOTAL R • CAVITY R = 15.73 U = 07 1% TOTAL R • RAFTER FIOORANJEATED -70 6-1 R = b8 V PLYWOOD WDERLAYP'ENT - __ -- V PLYWOOD WEIFLOORIN6 R - .16 A3. DOORS 60.00' ITT +1 6-1 5 V BATT IW:IAAT10N R - KOO STILL AIR FILMTOT 1/2" GYP. BD. FINISH 93% TOTAL R • CAVITY SUBTOTAL TFERMAL RAT INC FOR 56,1104 A (AI+A2+A3) +n0 - R = 12 � LL T l 5 3 GOAT JOB Q B. ROOF/GEILIN6 ASSEMBLY � BI. ROOF/GEILIN6 2,6130 ' D46 O 63 Q BEDROOM m BEDROOM B2. SKl'LI6IT5 .42 6-3 II 1/8 TJI FLR. JOISTS 0 16" O r. 3/4"PLYWOOD 5U5FLOOR W/ MIN. R-19 BATT. INSULATION L _ LOG CABIN SIDING 1 TYVEK HOUSE W P 1/2" GO X PLYWOOD 5HEATHIN6 ON "X4" WD STUDS 0 16" O G: R-15 INSULATION II 1/8 TJI FLR. JOISTS 0 16" 0. FAMILY 3/4" PLYWOOD 5UBFLOOR LAUNDRY HAI I ROOM W/ MIN R-19 BATT. INSULATION X 2"X6" GGA SILL PLATE, TERMITE 5HLD. 1/2 0 ANCHOR BOLTS AT 8' OG. MATCH EXISTING FLOOR SECOND FLR I/2' GYP. BD FINISH T. t S. 3 GOAT JOB FIRE STOP PER NY5 GODE (TYP) CENTER GIRDER (3) 1 3/4" X It 7A5" MICRO -LAM CELLAR 3" DIA. STANDARD WEIGHT 57EEL PIPE COLUMN ON 30"XEON X 15" POURED CONCRETE FOOTING. (TYP) 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER 1 '� GROSS SECTION 4 5GALE: 1/4" = I' -O" FIR5T FLR f O'- all mlmY 5ENERAL NOTES 2" X 4" KNEE WALL ALUM GUTTER ON I" X b"FA5GIA BD. 1"X8" FASCIA WITH 1"X2" TRIM CONTINUOUS SCREEN VENT 8" POURED CONCRETE FOUNDATION WALL ON A 8" X ib" POURED CONCRETE FOOTING LIQUID MEMBRANE WATERPROOFING, COVE OVER FOOTING I. CONTRACTOR SHALL CHECK AND VERIFY ALL GONDITION5 TO THE 51TE PRIOR TO 5TARTIN5 OF HORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLA145 AND MAKE WORK AGREE WITH SAME. 2, ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDINI6 CODE AND ALL RULES AND RE6ULATION5 OF THE TOWN OF 5OUTHOLO, 3, IIF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DIEA6REE5 WITH THAT A5 INDICATED ON THESE PLANS, THE CONTRACTOR 544IALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY AR151N6 THEREFROM. 4 GRADING AROUND HEW GONSTR KTION SHALL SLOPE AWAY AND BLEND INTO 5. ALL FOOTIN55 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 501L PRE59JRE OF 2 TONS PER 50 FT. AND SHALL HAVE A MINIMUM OF 3'-0" OF COVER b ALL CONCRETE SHALL BE 3000 P51 CONCRETE 0 28 DAYS, EX115TIN6 1. PE516N TIMBER 5TRE55 - DOUSLA5 FIR, NO. 2 6RADE F3 = 825 P51, E = 1200000 P51. 8, ALL HEADERS SHALL BE (2) 2"X8" IN 2"X4" WALLS 6 (3) 2"X8" IN 2"'Xb' HALLS LNLE55 NOTED OTHERWISE. 9. ALL HEADERS SHALL BEAR ON 2 - 2' X 4' POSTS 0 2"X4' WALLS FOR OIPENIN65 OVER 5'OR 51N5LE 2" X 4' PO5T5 OPENIN65 UNDER 5'. 10, IFURN15H AND INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDINI6 CODE. II. ALL WINDOWS SHALL BE WHITE PERMA-5HIELD WITH HI6H PERFORMANCE 61-AZIN6 A5 MANUFACTURED BY ANDERSEN WINDOWALLS OR EQUAL INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. 12. MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMIN6 MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. 13. ALL FLOOR J015T5 SHALL BE LATERALLY SUPPORTED BY BRID61116 OR 13LOCKINI6 • INTERVALS NOT EXGEEOIN6 E16K FEET. SLETOTAL MRMAL RATIN$ FOR SECTION B (BI+B2) G. FLOOR A55EMBLY CI. FLOOR 2,813.0- 046 O 63 02. FOUNDATION WALL WALL PERIMETER 0 ABOVE $RADE EXPOSURE AFI INSULATION DEPTH 244 B 64' B FOOTING Ur- - PERMFTER R -VALUE C3. SLAB ®6E 1N5u.AllON - SUBTOTAL THIERMAL RATING FOR SECTION 6 (CI+C2+G3) Q TOTAL THERMAL RATIN6 14. ALL FLA5HfN6 SHALL BE ALUMINUM. 15, ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH ARRICANIE CLIPS'* 16" ON CENTER 16. DO NOT 51 -ALE DRAWIN65. WRITTEN DIMENSIONS 5UPERGEDE SCALED DIMENSIONS. ARCHITECT HAS NOT BEEN RETAILED FOR ON 517E IN5PEGTION5 AND/OR OBSERVATIONS OF THE OONSTRUGTION 17. ORAHIN65 AND 5PEGIFICATION5 AS INSTRUMENTS OF SERVILE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJEGT EXCEPT BY A691EMENT IN WRITIN6 AND WITH ADEQUATE COMPENSATION TO THE ARCHITECT 18 ALL 'MICRO=LAM' LAMINATED VENEER LUMBER TO BE DOU6LA5 FIR AS MANUFACTURED BY TRU5 JOIST CORP, OR EQUAL. SIZES AS INDICATED ON PLANS. MICRO -LAM INSTALLATIONS SHALL BE IN STMGT CONFORMANCE WITH MAN,FACTURER5 SPECIFICATIONS AND RECOMMENDATIONS. A ALL METAL JOIST HANCER5 AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 20. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENIN65, 21. PLYWOOD DECKIN6 SHALL BE EXTERIOR 6RADE PLYWOOD WITH E06E5 SOLID BLOCKED OR PLY CHIPS. 22. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED A5 PER A.15.C. 23, ALL DRYWALL SHALL BE U.5.5. NATIONAL GYPSUM GO. 1/2' THICK, TAPED AND SPAGKLED THREE GOATS. 24, ALL PLUMBING SHALL BE IN 5TRICT CONFORMANCE WITH NEW YORK STATE BUILDIN6 (ODE. 25. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED. 26, DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND PRP/IDE DOUBLE HEADER JOISTS AT ALL OPENIN65 ROOF/GEILIN6 OUTSIDE AIR FILM R = .n ASPHALT ROOF SHIN&X6 R = b9 ISM FELT R = AG, V PLYWOOD SHEATHING R = .45 b' BATT IWOAT1ON R = 1300 (FOIL FACW) \' GYP. BD. MALL W. R = bB INSIDE AIR FILM R = b8 93% TOTAL R • CAVITY R = 15.73 U = 07 1% TOTAL R • RAFTER FIOORANJEATED R = 935 SPACE INSIDE AIR FILM R = b8 V PLYWOOD WDERLAYP'ENT R - 62 V PLYWOOD WEIFLOORIN6 R - .16 STILL AIR SPACE R - b2 5 V BATT IW:IAAT10N R - KOO STILL AIR FILMTOT R b 93% TOTAL R • CAVITY R =22 U - .05 � 7% TOTAL R a JOIST - R = 12 R=.n R=.44 R=C'6 R=b2 R = 19.00 R=.43 R=68 R=21.40 U=A5 R = 11.46 MY Pm WAI 1 4 OUTSIDE AIR FILM R = .n C®ARNINYL (AVERP6F) R = b9 T1)/EK R = AG, I' PLYWOOD 5FFJ+THIN6 R = .45 3 \' EHATi INSULATION R = 1300 (FOIL FACED) \' 61'P. W. R = bB INSIDE AIR FILM R = b8 85% TOTAL R 0 CAVITY R = 15.73 U = 07 5% TOTAL R a STW R = 935 NY5 ENF Y RVATION N5WTION OD NOTES MARCH 1991 PART 6-7015 &)ILDIN5 PB16N BY THERMAL RATING METHOD I. ALL WORK 5HALL CONFORM TO N.Y,5. ENERGY CONSERVATION CONSTRUCTION CODE AND SHALL MEET BUT NOT BE LIMITED TO 714E FOLLOWING MINIMUM REQUIREMENT5. 2. DE516N VALUES: 6,000 DEGREE DAYS: 3. WINDOW AND DOOR MANUFACURER5 SHALL CERTIFY THAT THEIR PRODUCTS MEET MINIMUM U VALUE5 INDIGA7ED AND AIR INFILTRATION RATES A5 PER CODE. 4. FIREPLACE SHALL BE EQUIPPED WITH THE FOLLOWIN6. -DAMPER WITH AIR LEAKA6E OF 20 C.FM. MAXIMUM AT 03 INCHES HATER 6AU5E, -DAMPER COMBUSTION AIR VENTS WITH TOTAL CAPACITY OF BETWEEN 150 G F.M. TO 200 G.F.M. LOCATED IN HEARTH OR AT 51DE5 OF FIREBOX, DAMPER SHALL BE CAPABLE OF BEING FULLY CLO5ED. 5. OIL FIRED SERVICE HATER HEATIN6 EQUIPMENT MINIMUM PERFORMANCE -EF GREATER THAN 59 - .00I9V 6. W.A.G. EQUIPMENT SHALL MEET THE FOLLOWIN6 REOUIREMENT5. - MINIMUM COMBUSTION EFFICIENCY OF 10% AF,E (5A5) 15% AFUE (OIL) -H.VA.G. EQUIPMENT PERFORMANCE SHALL BE CERTIFIED BY THE MANUFACTURER FOR CONFORMANCE WITH THE N.Y.5. ENERGY CONSERVATION CODE. -THERMOSTAT SETTING RANGE 45' F TO b5' F AND SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF NO LE55 THAN 5' F BETNEEN FULL HEATIN6 AND GOOLIN6. 1. ALL SERVICE HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE N Y5. ENER6Y CONSERVATION CONSTRUCTION CODE. H. THESE DRAWINGS AND 5FECIFGATION5 HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDER 516NED 6 TO THE BE5T OF THE UNOER516NED KNOWLEDGE, INFORMATION, AND BELIEF, MEET THE REGUIREMENTS OF THE N.YS. ENERGY CONSERVATION CONSTRUCTION CODE (MARCH I, 1991) i31 HURRIGANIE GLIP DETAIL 4 SCALE NTS. i41 RIDGE VENT DETAIL \�4J SCALE. N.TS 01lATIXIN (IYP) N z O Q w Lu O m II^^ O �V1 vim\\ Q N � Q z o W nnv\/ 7W v\ � §z X � LL �Ll Q m II^^ �V1 vim\\ O V � Q nnv\/ 7W v\ � X v