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HomeMy WebLinkAbout28421-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30220 Date: 06/02/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 425 ALDRICH LA LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 2 Lot 1.21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 24, 2002 pursuant to which Building Permit No. 28421-Z dated MAY 28, 2002 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 ONE FAMILY DWELLING WITH COVERED WRAP AROUND PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to CHARLES & DIANE NICHOLSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0111 05/26/04 ELECTRICAL CERTIFICATE NO. 80459C 03/17/04 PLUMBERS CERTIFICATION DATED 03/15/04 WILLIAM M GREMLER ,.,,4 //,- Iz,--e4 //th ized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28421 Z Date MAY 28, 2002 Permission is hereby granted to: CHARLES & DIANE NICHOLSON 2525 LAUREL WAY LAUREL,NY 11948 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH A WRAP AROUND PORCH AS APPLIED FOR MAINTAIN 60 ' SETBACK FROM RIGHT-OF-WAY at premises located at 425 ALDRICH LA LAUREL County Tax Map No. 473889 Section 125 Block 0002 Lot No. 001 . 021 pursuant to application dated MAY 24 , 2002 and approved by the Building Inspector to expire on NOVEMBER 28, 2003 . Fee $ 1, 330 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6Pj 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$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._� 4 New Construction: v Old or Pre-existing Building: (check one) Location of Property: `�� 4-ld r f ,fn t, C/ House No. ,,//Street Hamlet C Owner or Owners of Property: �j' les + N I e/t G d1C44011\ Suffolk County Tax Map No 1000, Section 12-6- Block �4 Lot Oo Subdivision Filed Map. Lot: Permit No. G-)'9yat Date of Permit. A1Gy&V Oa. Applicant: lei, �. /yf e„�,go„ Health Dept. Approval: Underwriters Approval: Planning Board Approval: v Request for: Temporary Certificate Final Certificate. (check one) Fee Submitted: $ �P4 M'o Applicant Signature Electrical Inspection Certificate, Issue Date Electrical Inspection Service, Inc. Application 3/17/2004 375 Dunton Avenue -- - _-- _ 80459C_,_,.,-., East Patchogue, New York 11772 (631)286-6642 Issued To: Charles Nicholsen Street: 425 Aldrich Drive Village: Laurel Zip: 11947 Town: Southold'_ Section: Block: Lot: Contractor: MTN Electrical Contracting Lic. # 5083-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool Q 1st Floor ❑ Indoor Basement ❑ Hot Tub FX� Residential ❑ Det.Garage ❑ Attic X❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 47 55 50 5 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 30 1 ?` Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 8 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑X / 2 Bldg. Permit. Other EquipmentW 1-20/220 wall -20/220 air handlers 00 amp panel with main breaker Hugo S. Surdi President Rough Inspection: 09/23/2003 Inspector: Eddie Rodriguez Final Inspection: 03/16/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. r swim zoz� TO - Wn Hai!,:53095 Ma:�§o-ad P.O. BOX 1179 Fax(518)765-1823 SouthOld, New York 11971 Telephone(516)765-1842 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATE: Building Permit No. Z Owner: —Ch {please print Plumber: (please print) Z certify that the solder used in the water supply system contains less than 2/10 of 1% least. Plumbers ,y Sworn to before me this day of MQ. CA _ � Notary Public, b—IL-1Country Charles M. Thomas, Architect P.O. Box 877 Jamesport, New York 11947 (631) 727-7993 Email: cdthomas63@aol.com September 3rd, 2003 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Certification of conditions: Nicholson Residence, Mattituck Dear Building Department, This letter is to certify that based upon inspection of the above referenced property I have found that: 1. Use of the timberstrand rimboard for the hip rafters on the front porch is adequate, and meets with all N.Y.S. and local building code requirements. Thank you for your attention to this matter. e tr Eta ATc��TF CH L S `AS, R AT Applicant/ Date Owners Name: ,y ���yvY.• ; Reviewed: _ Architect/ Date, Engineer: Submitted: J -,— SCTM #: District: 1,M Sect on: mock: Project cQ Subdivision I..ocation: �S �.('8� � / eL�l c1�� — Name-_ Single & separate Required )v certification: (Yes/No) /V Rcq. 7_oning �j C� Req. (I C: TD Actual- otc uvaOisvic( , gc Req. Prul>ascJ -__�I Req. r' ( /Re-q. j. (I'rooi Pard Propo [Side Yard Proposed: 1(p tRcar Yard �S Proposed --44�} Project Description: AGENCWERMITS REQUIRED FOR REVIEWPermit N.A.�•�►-� NO YES Number Suffolk County Health-Dept. �io- O/-0/i I New York State D. E. C_ ✓� Town Trustees 6� Town Zoning Board:approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: �� OCT.30.2003 7:55AM RIVERHEAD BUILDING SUPPLY NO.094 P.1i1 October 29,2003 .v Mike Verity Town of Southold Building Department Town Hall Southold,N.Y. 11971 Dear 1Vlr. Verity: I would like to request an extension of my building permit. The permit number is 29421Z, and it expires on November 28, 2003. I do not foresee the completion of my home by that time. A six-month extension should be sufficient. Our target date is December 25,2003 for moving in to our new home. It is possible that I might not make that date, but I sure hope to be finished well within the six-month extension. Respectfully Yours Charles E. Nicholson 765-1102 BUILDING DEPT. SPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: ll � C or 1-7 DATE-a INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] F ATION iST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE � 43 INSPECTOR Ix-�. BUILDING DEPT. IHSPECTION ,,�, � [ ] FOUNDATION IST GN PLBf. [ ] FOUNDATION 2ND [ ] INSULATION [ ] AMING [ ] FINAL [ FIREPLACESsINIMNEY REMARKS: DATE Z � �3 INSPECTOR suauINa oar. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE ! l �3 INSPECTOR . M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: G�) 4).- 6,414;-Zl*a �� uGr2��G�lo c97 DATE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / " 0CA(l � SS ✓f/ 2 DATE � � o INSPECTOR �-/ dV5�1e- 765-1802 BUILDING DEPT. i INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL66. [ ] FOUNDATION 2ND [ ] INSU ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i f REMARKS: -71 1,4. f� IL DATE ` /0 O INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE- 7Z�5!� INSPECTOR ` :'!FM,D INSPECTION REP• • i I;i� — — --------- -- ---------- 4"ffPAs FOUNDATION (IST) po FOUNDATION(2ND) , ► WAMI y MMeArl W' % _ .lit_ :,T! �• i fl 1 TOWN OF SOUTHaL ? i BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART!yTN7 Y 2 4 2v Do Do you have or need the following,before applying? R TOWN HALL L) 4Board of Health SOUTHOLD,NY 14971 - 3 sets of Building Plans TEL: (631) 765-1801.—7-" + ��_o Planning Board approval FAX: (631) 765-9502 Survey PERIVIIT NO. o�� a/ Check _ Septic Form N.Y.S.D.E.C. Trustees Examined 20 © " Contact: Approved ICA,20_e,?.- Mail to: Disapproved a/c Phone: e(7> l Sy6 Expiration /'/ o'�, 20 03 Building APPLICATION FOR BUILDING PERAW Date ey o2y , 200 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The watk 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises �! '�e s A,a,2. r A/;e4,,4011 (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 of land on w ch proposed work will be done: House Number Street H"_ r County Tax Map No. 1000 Section `a J:e!� Block Vinr t Subdivision Filed Map No. Lot �, v• (Name) 2. State existing use and occupancy of premises and intended-use and occupancy of proposed construction: a. Existing use and occupancy 1A e-a n La no� b. Intended use and occupancy FDvr A PCr/_?ra o M R0 4 1 e4 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner -e t Lt jcCy 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect l?L rl e, to -rA,o 4 4 AddressPa Box g77 T*.-ds,Oz�-Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * 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 r,� * IF YES, D.E.C. PERMITS MAY REQUIRED. .� 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF_/� ' l C44 l S N,'C o�So� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signingcontract)above named, (S)He is the &.�o Wend (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before this of 20 0"1— Notary Public Signature o Applicant ROBE SCOTT,JR. Notary Pub' State of New yoA Qualifi n.Sufolk County N 1SC472508 Term fires May 310 1. Elevations are in assumed datum. �/ 2. Septic system and well locations are by owners. Test Hole / ! / � 3. This parcel is subject to any restrictions or easements of record. Ground Surface Elevation 95.0 /00.5 99.0 1'Dark brown sandy loam(OL) �9.45/� 2'Brown loamy sand with 20%gravel(SM) 16' ¢.S W 3'Brown fine to coarse sand with 20%gravel(SW) J� 9 3.5'Pale brown fine to coarse sand(SW)Water @ Elevation 85.5 N/ 6.5' Water in pale brown fine to coarse sand(SW) 3 / Test Hole(By McDonald Geoscience 4/27/2001) K' /,s- '40 2. So 98 to / off/ g 2 vJ¢ vJ Co 41, ipo•as o mor/. R 0 Map of Described Property V Situated at Laurel Town of Southold, Suffolk County, New York District 1000 Section 125 Block 2 Lot 1.21 J p N 0 47 N +: RES. n' 7� �i2oP. OiQ,/ G/42. 1z \v 0 v E rL /5 D SE PTi c o vE2 iso 0 J Certified To: �� is Charles Nicholsen ,.S Diane Nicholsen Suffolk County National Bank --3 c� j j Commonwealth Land Title Ins. Co. ir�on/. ✓�' "1 ` t `.'"Y ANTHONY ABRUZZO R.L.S. g5•a z2• 9 . _. _. _. .___ i REGISTERED LAND SURVEYOR .��1 �'y �No 1700 Hortons Lane Southold, New York 11971 (� a #; T ` .: s;, ; �� O 1 �j-U/- (516) 765-6242 L { SURVEYED: April 26, 2001 f.W:v � -,eat°h N �EJ . a V) AL ;.._1:6 Scale: 1" = 50' ile No. 2 W ELL 1. Elevations are in assumed datum. _ 2. Septic system and well locations are by owners. 3. This parcel is subject to any restrictions or easements of record- ' f ct Hole ( a Trl t ikatnd StaYace Elevation 1)5.0 /OD.S g9.O F Dark bro%Nn sande loam(OL) - MOI• F A ' �8.4 _2" Brown loamy sand with 20%gravel(SM) 9�•� �"� /OO9 �� 5 W. 3' Brown tine to coarse sand with 20%gravel(SW) JL g 3. Pale brown tine to coarse sand(SW)Water`a)Elevation 85.5 6.5' Water in pale brown tine to coarse sand SW Y e l l lole(13%McDonald Geoscience 4!27/2001) S 20 I S"/ 059 '40 \ (� 60 2. 50 0 tia ttAt 7.4 F8 LAHt) gvP Map of Described Property Situated at Laurel � Z 32.0 N Town of Southold, Suffolk County, New York District 1000 Section 125 Block 2 Lot 1.21 V m N I85.o iB.o ° c.EQ o , N D �EfL l 5 D SEPT,c. - X4.0 N J Certified To: Charles Nicholsen Diane Nicholsen Suffolk County National Bank d` V Commonwealth Land Title Ins. Co. 'ANTHONY ABRUZZO R.L.S. ,,,,o„�. 50• rnon/ REGISTERED LAND SURVEYOR �• z2 Nt �/ g2 �¢ 11500 Hortons Lane Jai o ,Southold,New York 11971 41 , �2 p �h /�/� 0/43 :(631)765-6242 SURVEYED: April 26, 2001 w -, j FOUNDATION LOCATION: May 10 2003 Scale: 1" = 50 File No. 252tllX 1. Elevations are in assumed datum. 2. Septic system and well locations are by owners. Test Hole %/ C- H �•—� /—/ / �/ �--� 3. This parcel is subject to any restrictions or easements of record. Ground Surface Elevation 95.0 6 g9.O l'Dark brownn sandy loam(OL) 2'Brown loamy sand with 20%gravel(SM) 5 9.rx 16' q-,,sr✓. 3'Brown fine to coarse sand with 20%gravel(SW) J� $ �' 3.5'Pale brown fine to coarse sand(SW)Water @ Elevation 85.5 N! O 6.5'Water in pale brown fine to coarse sand(SW) 3 / Test Hole(By McDonald Geoscience 4)27/2001) ' ° V - 20° /S7 ,4-0 "E ������ 4 � `` I S/ z�2.50 „E 9Z vj4 J1p cDS �a '*1"A/. 5o 0 Map of Described Property V� Situated at Laurel ' z ! Town of Southold, Suffolk County, New York �Q District 1000 Section 125 Block 2 Lot 1.21 v� f2�5. CJI I >- R. � .✓ 0 . rr 12- to VIE-(VAX cc Certified To: m .' Charles Nicholsen Diane Nicholsen Suffolk County National Bank �.-7 �'�• w ""� < ` Commonwealth Land Title Ins. Co.. �. C) ANTHONY ABRUZZO R.L.S. d�Y or/ REGISTERED LAND SURVEY �'° z2 �,� 0/ 1500 Hortons Lane Southold,New York 11971 ' (631)209-0676 SURVEYED: April 26. 2001 FOUNDATION LOCATION: May 10, 2003 FINAL SURVEY: Apri124, 2004 Scale: 1" 50' File O 2S S�vT�c U�ELL S�4S'�PS �bO CHIMNEY TO BE SET 2'-0" ABOVE ¢ "� rico 7s A 10'-0" HORIZONTAL ¢ ¢ RIDGE VENTPROJECTION 0 Gni ly —ASPHT 5HI E ROOFING._ - — — — �N 20 STEP FLASHING �b 12 _ — ASPHALT SHINGLE ROOFING b Z —_ O 12�-'__--_ I"X2" TRIM ON I">0" RAKE I"XB" RAKE FRIEZE - --- — — — T.O. 8'-0" PLT. _ HORIZONTAL VINYL 51DIN6 L4-- - 1. TRIM BOARD 5/4"X4" SURROUNDS -- - 032 2442 2442 N�.� UL 2842 (Y _ 12 12 123 3v a3 T.O. SECOND FLR — ASPHALT SHINGLE ROOFIN -ASPHALT SHINGLE ROOFING— G T.O. 9'-O' PLT. - BOX OUT WITH I" PINE no 12" DIA, PERMA GAST COLUMNS - - I^I 2856 11 \-I--I 456 2456 .JJJ---^-----III 36" HI RAILIN6 U , T.O. FIRST FLR - -- --- HORIZONTAL VINYL SIDING I I I GRADE GRADE J.� /�� WOOD STEPS TO GRADE TYP. ALL DOORS PER NYS FRONT ELEVATION 2 SIDE ELEVATION o � SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" O CL V z RIDGE VENT ASPHALT 5HINSLE ROOFING RIDGE VENT Z ASPHALT SHINGLE ROOFING O If copper tubing is used H for water distributing Q system; piping shall be > Of types K or L only lL UNDERWRITERS CERTIFICATE W REQUIRED N O PLUMBER CERTIFICATION a ON LEAD CONTENT BEFORE F N CERTIFICATE OF OCCUPANCY IEEE SOLDER USED 1N WATER 3 w z° 3b� SUPIFPPLY SYSTEM CANNOT ' I�? a f_XCEED 2/10 of i% LEAD. p Q FL O H�E2842 5� I l g" HORIZONTAL VINYL 51DING PROVIDE SHOO PREALD VENTING PLUMBING THERMAL SNOCKPREVENTIN HORIZONTAL VINYL SIDING /� ASPHALT 5HINOLE ROOFIN6 ALL P wAs (VICES AS TO PART. 902,61K "X8" BELT BOARD ASPHALT SHINGLE ROOF( h WATER LINES �j ASPHALT 5H1NOLE ROOFING STATE BUIIDING CODE. 13 0 NOT PROCEED WITH PROVIDE SMOKE•DETE I G O RAMING UNTIL SURVEY ALARM DEVICES S Q FOUNDATION LOCATION AS TO PART. 721.1 ml HAS BEEN APPROVED. N-YS BUILDING COD 2856 HORIZONTAL VINYL 51DIN6 HORIZONTAL VINYL SIDING .e eO AS NOTED 0 S mp 6RADE 6RADENOTIFY RU LOINGE Ai1TMENT AT FOLLOWING INSPECTIONS: t. FOUNDATION • TWO REQUIRED v 10 PROVIDE OPENINGS FOR FORPOUREOCONCRETE 8 EMERGENCY ESCAPE AS Z ROUGH • FRAMING t PLUMBING REQUIRED - I PART. 714 OF S. INSULATION 4 FINAL • CONSTRUCTION MUST r N.Y. STATE BUILDING CODE. ALL CONSTRUCTION SHALL MEET No. 3 REP�R ELE�/ STI ON 4 SIDE ELE\//�TI ON THE REQUIREMENTS N THE N.Y" SCALE: I/4" = I'-O" USE IS UNLAWFUL SCODES. NOT TATE CONSTRUCTION RESPONSIBLE ENERGY SCALE; I/4 = I'-O' I DESIGN OR CONSTRUCTIONERRORS WITHOUT CERTIFICATE OF OCCUPANCY 4 S ado C LL 45'-4" W N o O 1/2" GYP BD 2% 4" WALL CONSTR. 3/4" T & G PLYWD ll - - - - - -- - - - - - - -- - - -- - - - - - - -- -- -- - - - - - - - - -- - -- --2&-L- - - SUBFLR r Z 1/2" COX EXT PLYWD SHEATHING � TYVEK BUILDING WRAP � - - - �� _- - - - - - - -- - - - - - - - - - - - - - - - - -- --- - -- - - -- -- - - -T-2'x12'T9DR. TYR SIDING 2"z 10" FJ W/ wwwww fi" R-19 BATTS (Y TYP PITCH NOTE: � I DOUBLE UP JOIST UNDER KITCHEN I 'Q AWAY J ISLAND AND ALL AREAS WITH U d) .�I,�, 2) 2"N 6" CCA SILL SILL PLATES AT BUILDING PERIMETER SHALL BE i O CELLA AR TILE FIN. FLOOR O I PRESSURE TREATED LUMBER AND INSTALLED `ATH SILL SEALER. I 0 4• Pql� (o _ TERM TE SHIELD k SILL SEALER (INSUL) 0 C G��' �'� ® - TOPSOIL --� - - _ — - -- EACH SECTION OF SILL PLATE SHALL HAVE MINIMUM F m z ry v 1 2 ANCHOR BOLTS. ANCHOR BOLTS SHALL BE PLACED �v itl N N O OI 12" FROM THE END OF EACH SECTION AND 8'-0" ` q F F $10 O 0 ON CENTER IN BETWEEN. — 3 1/2" STANDARD STEEL PIPE 'y CELLAR ANCHOR BOLTS SHALL EMBEDDED INTO FOUNDATION COLUMN ON A F N O WALL FOR A DEPTH OF NOT LESS THAN 8" I m e41RDE� 24"X24"X12"DEEP POURED SIMPSON MAB23 MUDSILL ANCHORS m 3'-6' O.C. rCONCRETE FOORTIN6. (TYP) MAY BE USED IN LIEU OF ANCHOR BOLTS I -10 = 8'-O" B'-O" ,n LL�J O , •• WOOD IN DIRECT CONTACT W/ CONCRETE I J (Y POROUS FILL SHALL BE PRESSURE TREATED r---�8" PC FND WALL 11 7/8" ML _ 3 - II VBML 61 ERo IL=_ _ __ I I iD I IDAMPROOFING $_—RE^M T I I � �-r �( I I I I BEAMPocKEq � - - - - - - - - - - p „ 4' PC SLAB W/ R mL__J J I \�_—J L--J 1 0 .:,•. . $10, 6"z 6" WWM m I %T III (IDMS PROVIDE 5/6" TYPE "X" GYP. ry III r--I 1 i BD. ON OEILIN6 ABOVE I ,�O„ m 8" POURED G FURNACE FOR AT LEAST 3'-O' I I ' 0 0 FOUNDATION L N 8" b II` T� CODE LL 1 \ %�- POURED CONCRETE 00 I I 1- L 1-N ON ALL SIDES A5 PER N.Y.5. i I ,p 1--1--1 Gyp . 1. F 9" I I y djt}b HIE O L ' O � .. � � .� P.C. FTG O IN5ULA WALLS AND UNDER � 0 I 'p I 5TAIR4 PER GODS - - - - - - - — — I I N z It _O N ° I I I 2"X8' GGA F.J. 0 Ib" I r III— ,¢', � ZN5 HwH ILII\1111 _ 4" CONCRETE SLAB I e I I I 1 1 I I r a r = r 2X8" GGA F J, o Ib" OG. 1�L a W/ 6X6 10/10 W.W.F. Q 1 DOUBLE UPI - S SMOKE \\ \\ 1 6 MIL POLYETHYLENE v- I I I I &-DETECTOR VAPOR BARRIER 5TAIR5 A F J015T UNIDE I �L' I Q � G laU 4 4" GRAVEL I _ FOYER O z - - - - - - - - - - - - - - -- L — " —°i — J Xv� Q 2"XIO" GGA LEDGER \\ ulO O QI O ° I I \ V / Q x z I / I / 3 - 2"XIO" GGA GIRDER \\ —— — —— — — — — -- — — -- Z— — —— — — — — — — --- — — — — — — — — — — — — — — — — — —— — — —— — — — — — — -- - - - - - - -- - In 14'-4" I I'-b" II'-b" 10'-O" Q ' _ 57,-4" t2° ,( TUBE FOOTIN65 MIN, J VIR61N SOIL 0 4B'-4" LL LL I3 N o Q N d FOUNDATION FLAN y U VALUE CALCULATIONS 2 SGALE: I/4" = I '-O" 1H.1 :K Lw Z SUMMARY OF TOTAL THERMAL RATING Q RODF)cel ^ uN6 IF THE TOTAL THERMAL RATING IS ZERO(0)OR GREATER,THE Q PROPOSED OM16N FOR THE EUILDIN6 ENVELOPE COMPLIES W OUT5IDE AIR FILM R = IT OUTSIDE AIR FILM R = 11 THE ENERGY LODE THERMAL TABLE ASPHALT ROOF 5111,61155R = .44 GEDARNIM'L (AVERAGE) R = b9 AREA U-VAUE RATIMIG usED A. WALL ASSEMBLY 150 FELT R = 06 TYVEK R = .06 LT� Al. NET HALLS 2b9O2001 .293 6-I V PLYNOOD 5HEATHIN6 R • h2 I"PLYHOOD PAEATHINr R = 45 PAST 6-1b513MLIANS DESIGN BY REFOIAL RAnNB FETI00 (q{ 6'BATT INSULATION R = 19,00 3\'BAl-f INSULATION R= 1300 I. ALL HOW SHALL 60WOR I TO NYS.EN8W GON•HtVAIION C@6TR4TION LODE F A2. 6LAZIN5 43560' 32 -10 bl AND SHALL FEET BR NOT BE LIMITED TO THE FOLLOMINS MINIM M RFfl11FEFBlF. (FOIL FACED) (FOIL FACED) A9. DOOR5 6000 51 .T 6-I 2. DESIGN VAUS,6000 DEERE:DAYS. +, r \"GYP BD HALL ED R = 43 \'6YP.50. R= bb E SUBTOTAL THERMAL RATIN&FOR WTION A(AI.A2.A9) FI-101 INSIDE AIR FILM R = bb NSIDE AIR FILM R bB 3. MN PON AND DOOR MAWFACAi8L5 SHALL CERTIFY THA1 THEIR PRODUCTS FEET U I R3%TOTAL R: GAVItt - �� % FD R = 21.40 U = OS BS% TOTAL R� CAVITY R • 15.73 U = 0l U VADIILAI®AND AIR INFILTRATION AA155 A5 PER 5. ROOF/CEILING A55EI'BLY 1%TOTAL R RAFTER R = 11 46 5% TOTAL R• STUD R = 935 4. FIREPLACE SHALL BE EGUPPED PITH THE PO LOFUN6, S _ BI. ROOF/CEILIN 20130 . 046 0 6-5 F OORAumrrsn SPACE -DAMPER NTH AIR LEAKA6E OF 20 GFH MMOMiM AT 03 INCA HATER 6AEE. r-- — __.___._..— SPACE -DAMPER XPEUETION NR VENTS MRH TOTAL GAPAOITYOF EI EB1 W GFA }- 62 5KY lcG .42 63 . .INSIDE AIR FILM R = bb TO 2DO C OF BEMG RELY LLO� .OR AT SIDE:OF FIR`80X ER DAMPSHALL BE Z SUBTOTAL THERMAL RATING FOR SECTION B(BN5X � V PLYFDOO AVERLAYM ENT R = b2 5. OIL FRED SERVICE MATER HEATINS EOIIPHBRT MINIMA VB80WM110E-EF GREATER \"PLYKWV 9)BFLOORIN6 R = .T6 THAN 34-P019V G FLOOR ASSEMBLY 6 KVAL.EWFMW SHALL MET THE FOLLO6NS RBWRDEHM V/ Cl. FLOOR 26130' [)4G O 6-9 STILL AIR SPACE R• 62 -MINMM COMNKSTION E F OIEMIGY OF 10%ARE(616)-N,{ARE(OU \ 5 V BATT IWALAn19!X1 ON R • . 4WAL.50FNENT PBRPOWMNCE SKILL L BE CaTlf®V THE K%FAGTLRBU FOR W 'V C2. FOMDATION HALL C4141R)I MI E NTH THE NYS,ENBW C 15EWATION 400E STILL AIR FILM R = hl -TIERMO6TAT 5ETTM6 FLOW 45'F TO 65'F MD 51444 BE CAPABLE OF F HALL PERIMETER 0 FT 5316 TOTAL R a LhR 2 PROVIDING A DEAD BMD OF NO LESS THAN 5-F M@!PAL HEATING AND = b5 U = .05 }"� Q ABOVE GRADE EJa'CxJ1RE 0.II 7% TOTAL R 1 JOIST 5TTY 1CXLMS R = 12b6 �--.--1 R IN9,24n0 DB'TII T ALL HJTH TIE MTER KYYS BLOW C�AI�ONCOSTRXTIOSMALL ONN ICO�DE.T® 24' 46' UI— B. THESE DRAHIN65 AND SPECIFICATIONS HAVE�PREPARED BY OR MR THE v B D4' B FOOTING — — DINE,"OF THE IRDHR SISI®I TO TIE BEST OF THI IRDBi+N5N8J*VABDOE, PERIMETER R-VALLE UFORM47ION,AID m IFF,MEET TIE RamiRemm OF INE NYS.DERBY(AIGERVAnLN 03, SLAB EDGE INSULATION WISTMI CTION LODE MARCH I,NN SHT. No. S.BTOTAL THERMAL RATING FOR 5E61104 C(61.L2r 3) Q TOTAL THERMAL RATIN6 L/ OF 4 S 6' c0 Lu n W N Y =o w h Jj`9d O GAP 48'-4" 6-4' I'-10" T-10" Q GENERAL NOTES VENT RANGE EXHAU5T TO f— - - - - - - 7 3-2856 - - II 2-2 32 TIDE 2 2 / IY .. . , . . . I. CONTRACTOR$HALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE 15 ALL RAFTERS SHALL 13E ANG V 2-2"x12" HDR. 2-2"x12" HDR. 2 2"x12" DR. " 2- xl D PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ANCHORED TO FRM'ffD WALLS WITH 'HURRICANE O O - - - 1 q' B // 12 GFM THE INTENT OF THESE PLANS AND MAKE WORK A6REE WITH SAME. CLIPS, I6' ON CENTER. Lu ttl <00>/ EX AUST AN Ib. W NOT SCALE DRAWINGS. hR1TTEN DIFBT510N5 SUPERGEDE SCALEDTOI EXTERN R 2. ALL NbRK SHALL CONFORM TO THE NEN YORK STATE UNIFORM FIRE DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE 23-2Y- q'-6° 2,10„ � - PREVENTION AND BUILOIN6 CODE AND ALL RULES AND RE6ULATION5 OF THE INSPECTIONS AND/OR OBSERVATIOr15 OF THE CONSTRUCTION. TOW: fl. DRAWIN65 AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND N z '-0" GL6 URS 'z 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR FOR HHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE GL6. 5HND ALL STOP WORK ANOTIFY THE ARCHITECT. SHOULD HE FAIL TO USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT 26,10 FOLLOW TH15 PROCEDURE, AND CONTINUE WITH THE WORK,HE SHALL BY AGREEMENT IN NRITIN6 AND WITH ADEQUATE COMPENSATION TO THE 'XIO R.s I6"OG Q ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ARCHITECT. v N ,QQ/ R-30 It CATION < NOOK N N. 4. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO IB ALL 'MICRO=LAM' LAMINATED VENEER LU•BER TO BE O OLA5 FIR AS - _ �O/ m 1V � MANUFACTURED BY TRUE JOIST CORP. OR EQUAL. SIZES AS INDICATED ON �J,J PLAYROOM r q'-O" GL6. 9 j/ n z ry 5. ALL FOOTN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE Q GL6. �,%- / iv PRESSURE OF 2 TONS PER SOFT. AN;,SHALL HAVE A MINIMUM OF 5-0" WITH MANIFALTUMRS SPECIFICATIONS AND RECOMMENDATIONS OF COVER. dY 19. ALL METAL JOIST HANGERS AND OTHER METAL HALLCONNECTORSCA REQUIRED • ` 4Q70 6 CONCRETE SHALL BE 3000 P51 CONCRETE 2B DAYS SHALL BE CONNECTORS' CO2 AL ABLE OF si _ q'-0" L6 in EXISTING. HANDLING LOAD. CONNECTION POINTS, INSTALLATIONS SHALL BE IN 3' - • 5'-6" 1. DES16N TIMBER 5TRE55 - DOUGLAS FIR ,NO. 2 GRADE FB = G H�DCOH -ORMANGE WITH MANIFACTIRERS SPECIFICATIONS AND _ ry _ _ _ _ _ _ _ b25 PSI,E = 1200,000 PSI. 4- 11 1/8 ML 61RDER 6- U 1/H 3070 N 20. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND I I I ___ M 61 Q ., 8 'Xb LEADERS SHALL BE (21 THE 12'X4" WALLS l (3) 2"%B" IN IT�1 _ __ ______ 2'%6"WALLS UNLESS NOTED OTHERWISE. ALL OPENINf{�. 10 ' Q q. ALL HEADERS SHALL BEAR ON 2 -2' X 4' POSTS • 2'X4'WALLS FOR 250LID BLOCKED OR PLY CHIPSYWOOD DELKIN9 SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES m m D h1 m OPENINGS OVER 5-OR 51N--LE 2-X 4" POSTS OPENIN69 UNDER 5', 22. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE Z 14'-O" 3' '-I " Il'-5" 10. FURNISH AND INSTALL 51NSLE STATION SMOKE DETEGTIN6 ALARM INSTALLED AS PER RISC. DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. 1u tV Y 3 23. ALL DRYWALL SHALL BE U.56. NATIONAL GYPSUM CO. 1/2' THICK, ry N II. ALL WINDOWS SHALL EE MITE PERI-IA-SHIELD WITH HIGH PERFORMANCE TAPED AND 5PAGKLED THREE COAT5. • LI V IN6 I' ry 6LAZIN6 AS MANIFAGTUR®BY ANDERSEN WINDOWALIS OR EQUAL. INCLUDE ry I INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. 24. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NEW YORK ROOM ® STATE BUILDING CODE. ' (� GLASS DOOR PER NYS E Y 12 MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING ALL ELECTRICAL WORK SHALL BE 00PJRD OF FIRE UNDERWRITER APPROVED, v' I ', GL6. N CODE 6J/ FRESH AIR INLET. IT�I - N MEMBERS,AND FIREPLACE OR CHIMNEY MASONRY. 13 ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIO6ING OR Lu N ,I'-C)" CI-6. I 5 SMOKE 26. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND DETECTOR 18" MA NARY H N j BLOGKIN6• INTERVALS NOT EXGEEDIN6 E16HT FEET, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENIN65 N = ' l 14. ALL FLA5H1N6 SHALL BE ALUMINUM. - N _ 2"XIO"R.R.@Ib"O 2"XIO"R.R.m l6"0 - z 4 I F uP j rl p O 1 T.i lb O (^� 2'X6"G. N d) 1--1 i ry ry t 7/ 7 26"10 - I ry OL 4 „ " H N xl2' H x1 „ �— WIT O O 1 / 3-2f 56 2010- 0-2010 3-2456 \ V LINE OF GANTI o o= o 0 0 0 0 - o FELT PMF11IQ- Cos can IIEAMNO(T W.) U- I '�"/ \�On I ,uacwe am xu.en �r QPM/ \'SjA I m=un= rum L 0 PORCH \\ = I o i=1r..•m.n.mz IUFmI 0 _ - �$3 Z Q / 2-2"X12" HDR. \ -� _ —_ _ ___ _ _—_ —_—_ �- �/ - - - - -10'-0"-- - - - — - -- - - - - - -- - - - - - - - - - - - - - — — - - - - - - - -- -- \� �1 HURRICANE CLIP DETAIL r31 RIDGE VENT DETAIL- - - - - - - 11'_6„ T 10,_0„ 3 SCALE, N.T.S. 9 SCALE, N.T.S Q) 12"A F ERMA OAS OLUMN5 LL HOODSTEPS TO E WITH HANDRAIL PER GO O 1,_4„ ISi_O„ q,_q�, b,_3„ J d < In FIR5T FLOOR LIVING AREA =1366,6150.FT. Lu ROOF Q Q O F I RST FLOOR PLAN g SCALE: 1/4" = -O fr < I I p-rY I VYV I j� ry J�-1UIvl cn �IVV �IV1V I c2 I 1 I I r4 HOUSEI I HL. LUV 1 �, IUY I [S 1 � I I m I I I I WIOND O V Z, + r yr I @& c - -I riv �1 �ry I •— I I I �IVV SNC iUV IHC. I (s) I Tw N v FIRST L 4 I1' II2 ±LEY LSD, x CONiLi TO M'PPOv81 P.VL.PIPE PITCA D FAI,l SNINARY SY5791 AS PER NY.S.CODE 5HT. No. PLUMB I NO RISER D I AG7RAM 3 SCALE: N.T.5 OF 4 m aC, p 0 38,1 2 2 hW b�_411 131_10" II'-II' 61_311 P — — — — — — — — — — — — — — — — — — — Z 2- 842 2-2 32 2-262 i' 2-2"x12" HDR. 2-2"xl2" HDR. ROOF BELOW % 131_0" i Q. m I � a N ry W BATH N ; I N % IN n o e' o" cLG BEDROOM ry o BEDROOM 266 � 266 I � W � _ T26 x p - 0 ry ry WI•G• OPEN RAIL 4068 C�'I D 2'X12" MAI 8' 5 4° - 5'-4: Q I I I J--I--I Q 2668 2 68 ., in :, .. 4068 I 14-10- I 6111 41, 668 31.011 I z 14 n ^ BEDROOM m tv LL FRAME REVE USH MATER. MAIN OOOM 1'LP�II$ VER OKE DMETEGTOR V / p 1 } Lu a, `TRAY GL6, AFF. I 68 a(DD ROOF BELOW TYPICAL ROOF GONSTRUGTION 4 v 6-0 K yry ASPHALT SHINGLE ROOFING 2" X 12" RIDSE BEAM \ ry MA5O - x ry OVER ISM ROOF FELT ON 1/2" 6D X PLYWOOD ry iv / [ BATH X p ry 5HEATHIN6. 2' X 10" ROOF RAFTERS ® 16" O.G. ROOF BELOW Iry ry yp{� ` \� N 8'"0" GLE1. 1 O ry Ifi ry O Q O ry I In D Lu Q HDR /R'-X�ry'1 LATION R-310 R.R.616'IOGnh 2-2"x12" HDR. 2-2"x12" IN�.A'I'�ON — _ — _ — 2_2 32 — — _ — — — — 2_2 2— — _ — _ �� 8 2"3x26" RAFTER TIES C d 1 2-2"xI2" NOR. — ' O.G Q- O _ — — _ — _ -i PIGAL GEILING CONSTRUCTION T 4 T, 4„ T, 8„ 9'_9.. 6,_311 \\ 2" X b" GEILIN& J015T5 0 I6" O.G. C W/ R-30 BATT. INSULATION 141_811 23'-8" \ / ROOF BELOW �l BECOND FLOOR LIVING AREA =11141450.FT. 1 ` \ f= 11/2' GYP. BD. ! ISH �\ ' - — - _ T. e S. 3 GOA OB �'11 "X8" FASCIA WITH "X2" TRIM GONTINUOUS SCREEN VENT O BF. ' F _= BEDROOM 2"X611 G.T. '"�-- Z ;' CGA 2 SECOND FLR. Q 2-2°X112" HEADER BOSECOND FLOOR PLAN PINE TYPICAL WALL GONSTRUGTION II l/8" TJI FLOOR JOISTS O 16" OG. 3/4" PLYWOOD SUBFLOOR4 SGALE: 1/4" = '-O" 1/2" GYP. BD. FINISH rnEK NNTTAL INYYLLPSIDINGDX PLYWOODGOAT JOB . _ SHEATHING ON 2"X4" WD. STUDS ® 16" O.G. }- J QR-IS INSULATION <12" 0 GOLUMNTYPIGAL FLOOR GONSTRUGTIONZ PLOROOf�l 11 l/8" TJI FLOOR JOISTS m 16" O.G.3/4" PLYWOOD 5UBFLOOR Q 2" X 8" GGA MIN. R-119 BATT. INSULATION �JOISTS O 116" O.G. __— _ FIRST FLR. JI3-2" X 110" GGA 61RDER ® 116" O G 2"X6" GGA SILL PLATE TERMITE SHIELD FIRE STOP PER CENTER GIRDER 1/2" DIA. ANGHOR BOLTS m8'-O" O.G. ^ trNY5 CODE (TYP) (3) 1 3/4" XII "Ve" MICRO-LAM v/ r' CELLAR 3" DIA STANDARD I^EI6HT 8" POURED GONGRE E FOUNDATION E STEEL PIPE COLUMN WALL ON A &' X 16" POURED O ON A 30" X 30" X 15" GONGRETE FOOTING POURED CONCRETE r FOOTING. (TYP) Qyy' 4" POURED GONORETE SLAB CELLAR +�- Z 4 MILL VAPOR BARRIER F LIQUID MEMBRANE _ WATERPROOFINS COVE OVER FOOTING 1^ nV\I W 2 SECTION 6 4 SCALE: 1/4" = 1 '-0" S SHT. No. 4 I'I OF 4 I R 46-4" KYS,ENEREY QONEQI ON COM NOT95-MAPLI I qqI PAW 6-11A EIIII DM DEEM HIT IBM" QA� 1. ALL HM ENALL C42FOW TO KY5,DOW(411SIEWATION C06TIMT10N COVE 0 02AO A AND SHALL MEET BUT NOT BE I.IMITH)TO TIC FOLLONINS MINI WWREIIENTS. OF NE44 2 DEEM VALLEE. 5000 DEEIRES DAYS. 3 14NDOW AM DOOR HANVACUM 94ALL GEIRTFFY THAT THEIR PRODI MEET KNIKH U VAUIES IDGATED AND AIR INFILTRATION RATES#6 PER 60M 4. FIRIEFIXE ERAUL III!5WIFFED KITH THE FOLLOHNS, -ON1PER IM AIR UEWA9E OF 20 CF.M.MkIaRH AT 0.5 lWhe KATER&AJ9E -DAHTR GOHIWTION AIR VENTS NTN TOTAL GAFArITY OF WTHEEN 50 CF34. To XO CIF14.LOrATEED IN HEARTH OR AT 5M OF FREBOX,OMPER 514ALL HE �PASUE OF EEINS FWLY CL05ED 5 OIL FIRED SEROGE WATER HEATIW EMIRIENT HINIKH FERFORI-EF 9REATER THAN 34- DORV 2"xI2"x4b" 0)NCRETF PIFIR iu 4x4 P05T ON CONO 6. HVAG.EaAFFM SHALL HIEET THE FOULOHN6 RE0RP4NT5 KF544 GONI ECTOPS -HNI GOMFUSTION EFFI(AEWY OF 10%ARE(6AS)I-A ARE(OIL) 4W�,EI FEII SHALL BE CERTIFIED BY THE AWFACTURER FOR COW-OIZ44U NITH THE NY6 ENERSY CONSERVATION CODE, T, -THERMOSTAT 5ETTINS RA*E 45-F TO 155'F AND SHALL BE CAPABLE OF PROODIN9 A DEAD BAND OF NO IP-5 THAN 5-F BETWEEN FALL HEATINS AND ESjRVER SOOLM. I ALL SER,a HOT HATER SIPPLY AND WVROALATION PRINS SHAL 5E INSVIATED IN AC�ORDANC-E ATH THE N.Y.S.ENEW WNSERVA11ON 0"TI OWE 6 THESE DRANI AIV SWFICATIONS HAVE DEN PWAREP EY OR UNDER THE PULCO DOOR SIZE DIRECTION OF TIE LINC)ER 516ND 1 TO THE BEEIT OF THE tHl7ER5l&W KNON-EW, 1 PER OIANM NFOINATM AV 8EUEF.MEET THE REORDIENTS OF THE NY$ DW�Y WEEWATtON a CONST51IXTION COM MARCA 1,INU F 4-- 1/2" GYP ED 2"X 4" WALL CONSTR. 3�4" T & G PLYWD - -- -- - - - - 2XIO CCA - - - - - ---- -- L2DU- - - - - - 1/2" CDX EXT PLYWD SHEATHING SUBFLR r�, - I TYVEK BUILDING WRAP -2--Z'Rt2-HVfZ-- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - tp TYR SIDING 1 3/4" X 11 7/8" T FJ W/ 6" R-19 BATTS z TYP PITCH NOTE: DOUBLE UP J015T UNDER KITCHEN T ISLAND AND ALL AREAS HITH '%WAY x SILL PLATES AT BUILDING PERIMETER SHALL BE 0 CELL TILE FIN. FLOOR. 2) 2"x 6" CCA SILL PIRESSURE TREATED LUMBER AND INSTALLED NTH C) TERM TE SHIELD & SILL SILL SEALER. a Cow- SLAB a SEALER (INSUL) EACH SECTION OF SILL PLATE SHALL HAVE MINIMUM LN TOPSOIL 0 2 ANCHOR BOLTS. ANCHOR BOLTS SHALL BE PLACED �N m oo� 12" FROM THE END OF EACH SECTION AND 8'-0" ON CENTER IN BETWEEN. 3 1/2" STANDARD STEEL PIPE CELLAR ANCHOR BOLTS SHALL EMBEDDED INTO FOUNDATION COLUMN ON A 410*000910 WALL FOR A DEPTH OF NOT LESS TFHAN 8" 24"X24"XI2'DEEP POURED SIMPSON MAB23 MUDSILL ANCHORS 0 S-15" 0 C CONCRETE FOORTIN6. (TYR) 01 MAY BE USED IN LIEU OF ANCHOR BOLTS 1-10 . = e,.-011 1, WOOD IN DIRECT CONTACT W/ CONCRETE I -I - - - - - - - - - - POROUS FILL SHALL BE PRESSURE TREATED ---I r -i r---i r, -I I 8" PC FND WALL 11 11b" ML 61RDET 3 11 7/&" ML SIFiDER. I I - - - - - - - -- - DAMPROOFING -IPE-A�:-F 3265�1! ...... e—, AM POCKEJ F T BE 4 11 PC SLAB W 0 L -J! L -i C, PROVIDE! 5/6" 7'fF'Fz X' 61P.1 #10, 6 x 6" WWM x SD ON CEILIN6, AE0'vT 1 5" POURED CONCRE E FURNACE FOR AT LEAST 5'-0' I� L ON ALL SIDES AS PER N.Y.5. I' FOUNDATION HALL If IN cicvr� 00,40 -. 4D AB POURED CONCRETE :oo�l je L P SL W/ # 6 x 6 WWM X X� 0 00 1 6 0 0 16"X a" p 0 P C FTG INSULA HALLS AND UNDER ,q QO P.C. FTG oll 11 1 i STAIR13 PEP, CODE z z 2"X&" rCA F.L. 9 lb" O(l. 10 4" CONCRETE SLAB rz z W1 6X6 10/10 W VV F D� -SMOKE < DOUBLE UP DETEG-:TOP, MIL POLYETHYLENE ir LOIST UNDE IL [:l VAPOR BARRIER STAIRS AN < FOYER 4" GRAVEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - J� :2"XIO" GCA LED6ER < < < Y o LU z U VALUE CALCULATIONS x I x Lu < I § -1 < SUMMARY OF TOTAL THERMAL RATING LL -7 IF THE TOTAL THERMAL RATIN5 15 ZERO(0)OR&RJEATER THE ROOF/(,EILI HALL n FROPOSIED DISS16K FOR THE EOLOIN5 EUVELOFE COMPLIES OUTSIDE AIR FILM R = 11 0,75,Pf AIR FILM R � 11 THE EH13R5Y GODE 3 2"XIO" r6A 61RDER ? TMPRMA, TABLE A51�ALT ROOF SHNOUE5 R = 6B)ARMITTL �AVERA61E) R = bq -— - —-— -- — -—-—-—-— AREA U-VALJ)E �ATM5 JEEP 15# FELT R = ,0,5 TYVEK R = 06 - - - - - - - - - - -- --- - - - - - - - - - - - - - * HALL AS�EMBLY 14'-4" Al NET �ALLS 2,�O�O m 233 6-1 V PLYNC)OP 5HEAlIMN6 R = j62 L' PLYWOOD 5HEA7HIN5 R = AS %r 6" 5AT7 INEULATION R = lq� 3 \' BATT N54 ATION R = 13.00 51'-4" 12" 11) TUBE FOOTIN&5 HIN-357 52 -10 b-1 I --1 01-1 rIR4P`ii 44"1" A3 DOORS 80 GO m �l (FOIL FA6ED) (FOIL FAGEP) VIROIN 5011-) E \' 6� 50 HALL 13P R = �43 \1 611E 130 R - SO ol-O.. SVBTQT� THERMAL FAITHS,FOR�TION A(Ai,A2-�) [7170 INSIDE AIR FILM R m bb INSIDE AIR FILM R - 68 q3% TOTAL R: SAVIT'T R = 21.40 U 05 55%TOTAL R 0 (AVITTT R m 1573 U Ol 4&-4" * ROOFIrEILINr, A55EMBLY 1% TOTAL R RAFTER R = 11 4b 5% TOTAL R 0 571D R = 535 SUL ROOE/GEILIN6 2,1)130 045 a 5-3 FLOOR/UNHFATED 5PAG 52 5KyLIIFMT5 42 6-3 �IOE AIR FILM R - ba SUBTOTAL THERMAL RATIN&FORt 5ECVM B(31fl32) P-THOOP UNDERLAY�T R m 62 G. FLOOR A55EMBLY* \'FLYNOOD 5013FLOORIN& R g 16 S- CI FWOIR 2)51301 O� c 6-3 STILL AIR SFAGE R � b2 FOUNDATION FLAN \) L2 FOUNDATION HiA-L 5 V BATT IN�ATION A = 100 SGALE: 114" 1'-0" STILL AIR FILM R a bI L HALL PERIMETER 0 � TOTAL R a OAVT� R z2265 05 x �� EXPOSURE 0 1% TOTAL R 0 M15T 1216 1 11 INSULATION DBI R 24: � AE" MS Jf FIE�METIER R VALUE 5HT. No: 63 5-kEI�6E INSULATION SUBTOTAL T-ERMAJ�RATI�FOR �TION S(CIIL2�3) TOTAL THERMAL RATINO 2 + -70 0 K jj� 4 I. pEDA vy4 ES M, N VI IT'-T' 4'-Q" N > T'vu. 0240bA0P'� R OF NEN GENERAL NOTES C) I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE 15. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH 'NURRIGANE n PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH CLIPS"• 16" ON GENTER, IIL.'TT(..11"j THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. Ib. ME NOT SCALE DRAWINGS. WRITTEN BEEN RETAIN SUF RLEDE SCALED W O O D 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE DIMENSIONS. ARCHITECT HAS NOT B�?I REThINED FOR ON 517E O D E G K PREVENTION AND BUILDING CODE AND ALL RULES AND RES&ATION5 OF THE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. TOM O NS I1. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH SHALL REMAIN THE PROPERTY OF THE ARCHITECT YhHETfER THE PROJECT DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO USED ON ANY OTHER PROJEGT5 OR EXTENSIONS TO THIS PROJECT EXCEPT 5/4xbxlC DECKING FOLLOW 7HI5 PROCEDURE, AND CONTINUE WITH THE VDRK,HE SHALL BY AGREEMENT IN WRITINLS AND WITH ADEQUATE COMPENSATION TO THE A55UME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ARCHITECT. VENT RANGE EXHAUST TO F- — — — — — — 7 4. GRADIN&AROUND NEW CONSTRICTION SHALL SLOPE AWAY AND BLEND INTO IB. ALL MICRO-LAM' LAMINATED VENEER LUMBER TO BE DOUSL A5 FIR AS 2- 32 O UT51 2 2 / MANUFACTURED BY TRIS.0157 CORP. OR ECUAL. SIZES AS INDICATED ON . ., . ALL FOOT MI INSTALLATIONS SH T CONFORMANCE 5 FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH h MINIMUM 501E PLANS, GRO-LAM ALLA ALL BE IN 5TRIC 2-2"x12" HDR. 2-2"x12" HDR. 212"xl2" DR. O O 2- xl D / PRESSURE OF 2 TONS PER SOFT, AND SHALL HAVE A MINIMUM OF 3'-0° WITH MANIFACTIRERS SPFLIFIGAT70N5 AND RECOMMENDATIONS. i ry — _ _ — — — — -1 Q' B / 12 GFM OF COVER. EXHAUST AN 19. ALL METAL JOIST HAN&&R5 AND OTHER META CONNECTORS REQUIRED o P'-6" 2,10„ _ TO EXTERI R b. ALL CONCRETE SHALL BE 3000 P51 CONCRETE• 26 DAYS; SHALL BE 'I CONNEOTORS'OR EaUAL AND SHALL BE CAPABLE OF EXISTING. HANDLING LOADS• CONECTION POINTS. INSTALLATIONS SHALT.BE IN 0 // T DE516N TIMBER STRESS - DOUGLAS FIR,NO. 2 GRADE FB = STRICT CONFORMANCE WITH MANIFACTLRERS 5PEyAFIGATIONS AND ry K v J 'J ,_O„ GL6 025 P51,E = 1,200000 P51. KI ry O 8. ALL HEADE25 SHALL BE (2) 2'XB' IN 2'X4' WALLS / (3) 2'X8° IN 20, DOUBLE J015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ry m q'-Cy" GLC. 2 '!O / 2'X0" WALLS UI LE55 NOTED OTHERWISE. Lw ALL OPENINGS Q 'XIO" .RUr16"OG Q 21 PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES Q v 6 Q 9. ALL HEADERS SHALL BEAR ON 2 -2" X 4" POSTS • 2'X4" WALLS FOR SOLID BLOCKED OR PLY CHIPS. y. N .z R-30 LATION i 7 OPENIN65 OVER 5'OR SINGLE 2" X 4" POSTS OPENIN65 UNDER 5'. NOOK O/ yry 0. FURNISH AND INSTALL SINGLE STAT ON SMOKE DETECTING ALARM 22, ALL ST�UCT TURAL STEN SHALL BE A-36 STEEL AND SHALL BE z PLAYROOM ti 9'-D" GL6 9 / x ry I INSTALLED A5 PER A.1.5.G. / DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. LLu ---1 9'-O" GLC, / 23. ALL DRYWALL SHALL BE U5.6. NATIONAL GYPSUM CO. 1/2' THICK, 40-70 ry ILMUDGLAllING ALL �MANUFAGLBE TURED BY ANDERSEN INTH HIGH WINOOWALLS OR EGU�ANCE INCLUDE TAPED AND 5PACKLm THREE GOATS, INSECT 5GREENS AND JAMB EXTENDERS AS REQUIRED. - Q'-O" L6. ' In 24. ALL PLUMBINK SHALL BE IN STRICT CONFORMANCE WITH NEW YORK �' m Q - 3' 5'-8° STATE BUILDING GORE. rr y 12. MAINTAIN 2" MINIMUM GLEAR4NICE BETWEEN ALL STRUCTURAL FRAMING 3070 ry MEMBERS AND FIREPLACE OR CHIMNEY MASONRY 36" ARCH — Q — — — — — —— — — — 25. ALL ELECTRICAL WORK SHALL. BE BOARD OF FIRE UdOERI-RITER APPROVED. OPENING b- 11 7/8 M 61 Lu -_ _ - _-__ 13 ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 26. DOABLE JOISTS MER ALL PARTITIONS PARALLEL TO FRAMING AND TO / t BLOCKING• INTERVALS NOT EXCEEDING EIGHT FEET, PROVIDE DOUBLEBNIN65, Hl•HEADER J015T5 AT ALL OP —1 14. ALL FLA5HIN&SHALL BE ALUMINUM n IT'_5" Z V ry I � Q O 10,_O, iv IV RO IN + IN W GLASS DOOR PER NYSE R 3Y - O 9'-O" 61-6. N GORE VN/ FRESH AIR INLET q'-0"GL6. I O \.T DETECTOR _ ��`mm r01T 7 - UU 18" MA NARY H 'plyq in IF 10'-0" 1, e 01 2"XIO"R.R.616"O (� lYA 2"XIO"R.R.06" O - FELT PAM 1100E MNG DK.) on nu a 1 Q UP = xenr.•x!m xuuo 7 Q J .� I N IIMp.R/•R A� � 1 1E n iv m Q n.F1oe '• (!)TM'RI OAR! 1 2"X6"G,T.616"OG, N y b z ry da N X = N ° N 2"X6"C.T.616"OC. 4 v tb(� 2 Z 2_ "xl2" H R 'x12" H - "xl2" HDR. Q 3-2 56O-3 TO-20"70 3-2 56 CL LINE OFCANrILE R- - - - - - - - \\\ 2 HURRIGANE GLIP DETAIL e RIDGE VENT DETAIL O / 14' B„ \ �1 \?. I 3 5GALE. N.T$ NITS a ° 4 PI N ccQ N I L 2-2"X12" HDR. Ir- - - — z z � _ _ _ _ _ _ _ _ _ _ _ _ _ _- - - _ _ _ _ _ _ _ _ — P, 4" 14,-0" _ _ _ _ _ _ _ - - - - -10,_Q„ _ _ _ _ y 1191 R70F Q J � fn'P1 58 4” 6" TU NED P05T ROOF (] WOOD TEPS TO GRADE WITH HAND IL PER CODE I l r•� 1 7 I P--ri 1VN b-lury I-ry (L-Ivrvf 35'_4, 11 J I I JizY I we luv I I� I luv I � 1 FIRST FLOOR LIVING AREA =1566.615Q.FT. HOUR I I I 1 0 -w 5 I I I I sEcoNv O --a -� 2. FIRST FLOOR PLAN �v1 m � 1 3 15W LAY I 56ALE: 1/4" = I'-O" I I FIRST 6 X �, coo [gdFLT i0 MPROV� P.v,. PIPE PITCHED FAI.1 SWITMY 575a AS PER NYS.CODE f 5HT. No. PLUMB 1 NC RISER D I AC-7RAM 3 5GALE: N.T.5 OF 4