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29319-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30713 Date: 01/26/05 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 5900 VANSTON RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 1 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 4, 2003 pursuant to which Building Permit No. 29319-Z dated APRIL 22, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CERTIFICATION OF SAMUELS & STEELMAN DATED 12/01/04 The certificate is issued to CHRISTOPHER PIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2006462 12/03/04 PLUMBERS CERTIFICATION DATED 12/01/04 PERFECTION PLUMB.&HEATING A th ized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30714 Date: 01/26/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 5900 VANSTON RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 1 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 4, 2003 pursuant to which Building Permit No. 29319-Z dated APRIL 22, 2003 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 ACCESSORY INGROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR & AS PER CERTIFICATION OF SAMUEL & STEELMAN ARCHITECTS DATED 12/01/04 The certificate is issued to CHRISTOPHER PIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2006462 12/03/04 PLUMBERS CERTIFICATION DATED N/A /rizeutSignature 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. 29319 Z Date APRIL 22 , 2003 Permission is hereby granted to : PAUL & WF MAGHAZEH 77 82ND ST BROOKLYN,NY 11209 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AND CONSTRUCTION OF AN ACCESSORY IN-GROUND SWIMMING POOL 2 COS REQUIRED at premises located at 5900 VANSTON RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0001 Lot No. 002 pursuant to application dated APRIL 4 , 2003 and approved by the Building Inspector to expire on OCTOBER 22 , 2004 . Fee $ 559 . 80 4Au or7ed Signature ORIGINAL Rev. 5/8/02 Form No.6 TORN OF SOUTHOLD B[IILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC V 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 525.00, 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. ( New Construction: Old or Pre existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: ,I!7q P(A Suffolk County Tax Map No 1000, Section I Block Lot (Do Z Subdivision Filed Map. Lot: Permit No. Date of Permit. 7j Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pp c Stgaajure Q-ec• 6�G IS C64--3 3 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TORN 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 19' 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. tZ �pJ� New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: H a,1 Li i AAA AA Suffolk County Tax Map No 1000, Section I ( a Block 000 { Lot 00 � Subdivision Filed Map. JALot: - " Permit No. Date of Permit. 7j Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pp c St a ure Q.�•c• � 74 /S co � 307 ) y TEL. 765-1802 um oS�Ef(ILkcoG TOWN Or SOUT[iOi,D y� OIFfICIi OF BUILDING INSPECTOR a P.O. BOX 728 Ln 5 'TOWN HALL SOU'i110LD, N.Y. 11971 C Ps R T I F I C A T I O N Building Permit No. owner C / ('IS (please print) l,lumher e ��G1icY+ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. AQ)Aumbes signature) Suorn to befo a nm�e� this -�` -day old-. - Notary Pub i Notary Public-&W County NoWli lPol�e�t� ^O wEVMSIPL OPLIrJ��nrJc nrJrJ�cnrJ��lcP�ncnrJ1rncPrrr�rJ rJ�r1�rJcn rr�nrJ�rJ ]rn r3 rJC3.n rJ�rJ�rnrJ�rJrJ�rr3rJffl-3 3-5 cn Co 5BY THIS CERTIFICATE OF COMPLIANCE THE C5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU 40 FULTTON STREET F NEWCYORIK,I NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 G & S ELECTRICAL CONTR. CHRISTOPHER PIA P.O. BOX 215 600 VANSTON ROAD 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 e� Located at 600 VANSTON ROAD CUTCHOGUE, NY 11935 5 Application Number: 2006462 Certificate Number: 2006462 e� 5 Section: Block: Lot: Building Permit: BDC: 5 5 NS„ 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, pool&beach house, Outside, PooDSpa, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 5 3rd 5 5 Name � Rate Ratine CircuiDecember, 2004.[ Type 5 5 Miscellaneous 5 5 pool&beach house L+ 5 Appliances and Accessories 5 5 Water Heater l 0 4.5 KW 5 5 Traffic Light'Control Device 1 0 5 5 Motors 2 0 F.H.P. 5 5 Furnace 1 0 Gas Panels 5 5 1 100 7 5 5l 60 4 5 5 Wiring and Devices 5 5 Outlet 6 0 Fixture 5 5 Fixture 6 0 Incandescent 5 5 Outlet 10 0 General Purpose 5 Receptacle 7 0 General Purpose 5 5 Snitch 5 0 General Purpose 5 5 Receptacle 3 0 GFCI Seal 5 GFCI Circuit Breaker 1 0 15 amp PooU Spa Continued on Next Page 1 of 2 e� 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D rJ�rJ�rr�ncnrJdlr�rJ�rJcnrJcnrJ�n rn rJ cn rJrr� mmirimmigpL MR3 �n o 5 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 55 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 55 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 55 5 [7 G & S ELECTRICAL CONTR. CHRISTOPHER PIA5 600 VA STON ROAD P.O. BOX 215 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 55 Located at 600 VANSTON ROAD CUTCHOGUE, NY 11935 5 e5 Application Number: 2006462 Certificate Number: 2006462 5 Section: Block: Lot: Building Permit: BDC: L5U 5 5 NS„ e5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor,pool&beach house,Outside, Pool/Spa, �c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 57 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 5 Name 3rd December,2004. 5� Rate Ratine CircuiType 5 Motor Control Center 0 0 20 amp Pool'Spa 5 5 Receptacle 1 0 GFCI 5 55 Receptacle l 0 20 amp Pool, Spa 5 Fixture 3 0 Pool.,Spa 5 555 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have 5 5 frequent test and%or repairs made by a qualified person. 5 5 5 5 5 5 5 5 55 seal 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 O rJ�rJ�rJ'rJ�rJ�rJ'rJ�rJ'rJ�rJ'rJ'rJ�c1'rJcP�P rJ'cPcJ'� r�'� rJ'� rJ'rJ'� D N011 17 2003 A M U E L S & T E E L M A N November 13, 2003 - - - - Southold Town Building Department Town Hall Southold, NY 11971 Re: PIA RESIDENCE- GARAGE APARTMENT Vanston Road Cutchogue, NY 11935 Building Permit #29142 Z Attn: Gary Fish I have visited the site regularly, monitored construction closely, and can confidently certify that Burger Construction has performed all work in the garage apartment in accordance with provisions of the New York State Building Code, including framing, plumbing and insulation components. All structural elements meet or exceed the sizes specified by our documents, as checked by Steve Maresca, PE of Hampton Bays, who operates as our consultant, and connections are appropriate. A separate Electrical Underwriters Certificate will be supplied by Burger Construction. Pie , f any further information you require. � r o as uel ARCHITECTS 25235 MAIN ROAD CUTCHOGUE. NEW IORh 11935 15311'34-6405 FAX 16311 '34-640? S , A M U E L S & S T E E L M A N December 1, 2004 Southold Town Building Department FAX 765 9502 Town Hall Southold, NY 11971 Re: PIA RESIDENCE Vanston Road Cutchogue, NY 11935 Building Permits #29142 Z #29319 Z #30209 Z Attn: Georgia I hereby certify that all work on the above referenced residence, swimming pool, guest house/garage, boat house and beach shed was done in accordance with provisions of the New York State Building Code (as prevailing at time of permit issuance) and industry standards. I and my associate, Ural Talgat, have administered construction on the job and closely monitored all phases of the project. All structural elements meet or exceed the sizes specified by our documents, which were reviewed by Steve Maresca, PE of Hampton Bays, who operates as our consultant, and connections are appropriate. Ple ��ED any further information you require. s � Th 3DB 00 NEW No hard copy will be sent for your records ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 ( FAX(631)734-6407 -z TOWN. OF SOUTHOLD PROPERTY RECORD - CARD STREET - 9 VILLAGE DISTRICT SUB. LOT � V/qS / °n/ /16K70 'a C FORMER OWN C-�( ' 1 .E N c/ _� EACREAGE F� Moor - C I(l' NNEWEj PONb �e rS RO/i✓/�LL= W TYPE OF BUILDING ra y b , R. 19 , CA LAND t ' � o SEAS. VL. FARM COMM. I IND. I CB. I MISC P. pv� 0 IMTOTAL DATE REMARKS a 06 d ,C G D � ~— e 2 vee P 4 / GZ Fild � , /Jdwle Soo /Jg O 10 � 3 Seo C .v' . •L+/4t 1 .'CiL[.. %`„c_ Ile AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE ' Farm Acre Value Per Acre Value G illable 2 q liable 3 e 'oodland ,ampland usMond >use Plot ' I�_r e, ! Ir t - JL 8 :�ti1�� S`x tiv Ile IMF M. Bldg. 3 77YO Four dation LF=t i t i f Bath Extension 1J" i i i. Zti; - n 2c� 3 /g 7S 1 Basement Wit+ t Floors ExtensionD Ext. Walls w b~ 3 �` (; Interior Finish Extension b l % c y�40 .3 fU �O Fire Place Heat P.®reh y Attic Porch Rooms l st Floor / Breezeway t! '� r• Potio Rooms 2nd Floor Garage9 ��, v= ULJ .,-s Driveway i~r T BUILDING PERMIT EXAMINER CHECK LIST � nn DATE REVIEWED: -/ /�03 APPLICANTvl 1 AAa A�' °( DATE SUBMITTED: I/ 03 SCTM# DISTRICT: 1,000, SECTION: I$ , BLOCK: , LOT: �_SUBDIVISION: � ADDRESS: 5go0-6wo VAh'5�rb,-CITY: Cu-rc etodyA ZONING DISTRICT: F-40 CONFORMING? jeS T BUILDIN PERMITS O EN/EXPIRE BP Z- �) , INFO/BP -Z i C/0 Z- , INFO BP Z/ C/0 Z- , INFO /BP -Z / C/0 Z- INFO PRE CO: Y OR N BP Z—/ C/o Z- SINELE& SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before lune 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any timeafter 7/1/83) REQ. LOT SIZE: 00 JACT. LOT SIZE.07AC. REQ. LOT COV. e) ar- ACT. LOT COV. REQ. FRONT T4 PROP. FRONT ✓ SIDE ,j ACT. SIDE Q• REAR_ PROP. REAR �/ RE . HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A W 6 70 f�(G -emboi, srA ESTIMATED PROJECT COST. Z CIS le— IT /ENGINEER: JAMye, t +c, FAST TRACK)k!a WATER FRONThS & DESCRIPTION: w nn w ' PANEL #: CJ FLOOD ZONE: COMPLIANCE: ` APPROVALS REO D 4.{Ou(G. O ij, SUFFOLK COUNTY HEALTH DEPT: YES oreaPBED #): DTE: PERMIT #: TOWN SEPTIC RECEIPT: Y(03P NEW YORK STATE DEC: FRE-DEC 911175 YES o SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAI. PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO NOTES: Grade of Tecrotce FEE STRUCTURE. FOUNDATION. � SF FIRST FLOOR: '�r SF SECOND FLOOR: 1& 7 SF OTHER: SF MT OTHER TOTAL TOTAL: /J SF FEE FEE FEE 1. SF)- 144 SF)= _SF X $ ` ��$ +$ +$ _ $ 2 ( SF)- ( SF)= SFX$ =$ +S +$ =$ I130 NoT 7uR 3. —SF)- SF)-—SF X $ _$ +$ +$ _ $__15V�� FINAL TOTAL: $ 5�°f Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\Pia2.cck COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/16/02 DATE OF PLANS: 12/ 17/02 PROJECT INFORMATION: RENOVATIONS TO THE PIA RESIDENCE COMPANY INFORMATION: Samuels& Steelman Architects COMPLIANCE: Passes Maximum UA=830 Your Home=821 1.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Wall 9: Wood Frame, 16"o.c. 255 15.0 2.5 15 Window 9: Wood Frame, Double Pane with Low-E 8 0.480 4 Window 11: Wood Frame, Double Pane with Low-E 8 0.480 4 Window 10: Wood Frame, Double Pane with Low-E 8 0.480 4 Window 12: Wood Frame, Double Pane with Low-E 8 0.480 4 Wall 10: Wood Frame, 16"o.c. 1 l 1 15.0 2.5 6 Window 13: Wood Frame, Double Pane with Low-E 13 0.480 6 Window 14: Wood Frame, Double Pane with Low-E 13 0.480 6 Wall 11: Wood Frame, 16"o.c. 79 15.0 2.5 4 Door 4: Glass 20 0.460 9 Wall 12: Wood Frame, 16"o.c. 369 15.0 2.5 17 Window 18: Wood Frame, Double Pane with Low-E 13 0.480 6 Window 19: Wood Frame, Double Pane with Low-E 13 0.480 6 Window 20: Wood Frame, Double Pane with Low-E 13 0.480 6 Window 22: Wood Frame, Double Pane with Low-E 13 0.480 6 Window 21: Wood Frame, Double Pane with Low-E 13 0.480 6 Door 5: Glass 20 0.460 9 Window 15: Wood Frame, Double Pane with Low-E 19 0.480 9 Window 16: Wood Frame, Double Pane with Low-E 19 0.480 9 Wall 13: Wood Frame, 16"o.c. 174 15.0 2.5 10 Window 23: Wood Frame, Double Pane with Low-E 13 0.480 6 Window 24: Wood Frame,Double Pane with Low-E 13 0.480 6 Wall 14: Wood Frame, 16"o.c. 108 15.0 2.5 6 Door 6: Solid 21 0.460 10 Wall 15: Wood Frame, 16"o.c. 239 15.0 2.5 11 Door 7: Glass 28 0.460 13 Door 8:Glass 28 0.460 13 Window 28: Wood Frame, Double Pane with Low-E 26 0.460 12 Wall 16: Wood Frame, 16"o.c. 68 15.0 2.5 3 Door 9: Glass 28 0.460 13 Wall 17: Wood Frame, 16"o.c. 150 15.0 2.5 9 Window 32: Wood Frame, Double Pane with Low-E 14 0.480 7 Wall 18: Wood Frame, 16"o.c. 306 15.0 2.5 16 Window 33: Wood Frame, Double Pane with Low-E 14 0.480 7 Window 34: Wood Frame, Double Pane with Low-E 14 0.480 7 Window 35: Wood Frame, Double Pane with Low-E 14 0.480 7 Window 36: Wood Frame, Double Pane with Low-E 14 0.480 7 Window 37: Wood Frame, Double Pane with Low-E 14 0.480 7 Wall 19: Wood Frame, 16"o.c. 139 15.0 2.5 8 Window 38: Wood Frame, Double Pane with Low-E 12 0.480 6 Window 39: Wood Frame,Double Pane with Low-E 12 0.480 6 Wall 20: Wood Frame, 16"o.c. 151 15.0 2.5 10 Window 40: Wood Frame, Double Pane with Low-E 12 0.480 6 Wall 21: Wood Frame, 16"o.c. 205 15.0 2.5 14 Wall 22: Wood Frame, 16"o.c. 190 15.0 2.5 13 Wall 23: Wood Frame, 16"o.c. 185 15.0 2.5 11 Window 41: Wood Frame. Double Pane with Low-E 12 0.480 6 Window 42: Wood Frame, Double Pane with Low-E 12 0.480 6 Wall 24: Wood Frame, 16"o.c. 226 15.0 2.5 13 Window 43: Wood Frame, Double Pane with Low-E 16 0.480 8 Window 44: Wood Frame, Double Pane with Low-E 16 0.480 8 Wall 25: Wood Frame, 16"o.c. 82 15.0 2.5 5 Window 45: Wood Frame, Double Pane with Low-E 12 0.480 6 Wall 26: Wood Frame, 16" o.c. 75 15.0 2.5 5 Wall 27: Wood Frame, 16"o.c. 125 15.0 2.5 6 Window 46: Wood Frame, Double Pane with Low-E 16 0.480 8 Window 47: Wood Frame, Double Pane with Low-E 16 0.480 8 Wall 28: Wood Frame, 16" o.c. 43 15.0 2.5 3 Wall 29: Wood Frame, 16"o.c. 214 15.0 2.5 15 Wall 30: Wood Frame, 16"o.c. 96 15.0 2.5 5 Window 48: Wood Frame, Double Pane with Low-E 12 0.480 6 Window 49: Wood Frame, Double Pane with Low-E 12 0.480 6 Wall 31: Wood Frame, 16"o.c. 51 15.0 2.5 4 Wall 32: Wood Frame, 16"o.c. 72 15.0 2.5 3 Window 50: Wood Frame, Double Pane with Low-E 16 0.480 8 Window 51: Wood Frame, Double Pane with Low-E 16 0.480 8 Wall 33: Wood Frame, 16"o.c. 408 15.0 2.5 25 Window 52: Wood Frame, Double Pane with Low-E 12 0.480 6 Window 53: Wood Frame, Double Pane with Low-E 12 0.480 6 Window 54: Wood Frame, Double Pane with Low-E 12 0.480 6 Window 55: Wood Frame, Double Pane with Low-E 12 0.480 6 Floor I: All-Wood Joist/Truss,Over Unconditioned Space 2451 30.0 3.0 71 Ceiling l: Flat Ceiling or Scissor Truss 2006 38.0 2.8 56 Ceiling 2: Cathedral Ceiling(no attic) 579 38.0 2.8 14 Wall I: Wood Frame, 16"o.c. 156 15.0 2.5 9 Window I: Wood Frame, Double Pane with Low-E 14 0.480 7 Window 2: Wood Frame, Double Pane with Low-E 14 0.480 7 Wall 2: Wood Frame, 16"o.c. 136 15.0 2.5 7 Window 3: Wood Frame, Double Pane with Low-E 14 0.480 7 Window 4: Wood Frame, Double Pane with Low-E 14 0.480 7 Wall 3: Wood Frame, 16"o.c. 40 15.0 2.5 3 Wall 4: Wood Frame, 16"o.c. 36 15.0 2.5 2 Window 5: Wood Frame, Double Pane with Low-E 2 0.430 1 Wall 5: Wood Frame, 16"o.c. 150 15.0 2.5 5 Door l:Glass 28 0.460 13 Door 2:Glass 28 0.460 13 Door 3: Solid 24 0.460 11 Wall 6: Wood Frame, 16"o.c. 36 15.0 2.5 2 Window 6: Wood Frame, Double Pane with Low-E 2 0.430 1 Wall 7: Wood Frame, 16"o.c. 40 15.0 2.5 3 Wall 8: Wood Frame, 16" o.c. 135 15.0 2.5 8 Window 7: Wood Frame, Double Pane with Low-E 8 0.480 4 Window 8: Wood Frame, Double Pane with Low-E 8 0.480 4 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief, and professional judgment,such lans or specifications are in compliance with this Code. Builder/Designer 'a Date_ .n alt MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 12/16/02 Bldg. 1 Dept. Use 1 I Ceilings: [ ] 1 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity+R-2.8 continuous insulation Comments: [ 1 2. Ceiling 2: Cathedral Ceiling(no attic), R-38.0 cavity + R-2.8 continuous insulation Comments: I Above-Grade Walls: [ ] I. Wall 9: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation Comments: [ ] 2. Wall 10: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ j 3. Wall 11: Wood Frame, 16"o.c.,R-15.0 cavity +R-2S continuous insulation Comments: [ ] 1 4. Wall 12: Wood Frame, 16" o.c., R-1;5.0 cavity+R-2.5 continuous insulation Comments: [ ] 1 5. Wall 13: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation Comments: [ ] 6. Wall 14: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 7. Wall 15: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation 1 Comments: [ ] 8. Wall 16: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 9. Wall 17: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation Comments: [ ] 10. Wall 18: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation 1 Comments: First Floor End [ ] 11. Wall 19: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: Second Floor Start [ 1 12. Wall 20: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation Comments: [ ] 13. Wall 21: Wood Frame, 16" o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 14. Wall 22: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation 1 Comments: [ ] 15. Wall 23: Wood Frame, 16" o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 1 16. Wall 24: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 17. Wall 25: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation 1 Comments: [ ] 18. Wall 26: Wood Frame, 16" o.c., R-15.0 cavity+R-2.5 continuous insulation 1 Comments: [ ] 19. Wall 27: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 20. Wall 28: Wood Frame, 16"o.c., R-15.0 cavity+ R-2S continuous insulation 1 Comments: [ ] 21. Wall 29: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 22. Wall 30: Wood Frame, 16" o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 23. Wall 31: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 24. Wall 32: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 25. Wall 33: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation Comments: [ ] 26. Wall L Wood Frame, 16"o.c., R-15.0 cavity +R-2.5 continuous insulation Comments: [ ] 27. Wall 2: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ) 28. Wall 3: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 29. Wall 4: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 30. Wall 5: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 31. Wal 16: Wood Frame, 16"o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 32. Wal 17: Wood Frame, 16" o.c., R-15.0 cavity+R-2.5 continuous insulation Comments: [ ] 33. Wall 8: Wood Frame, 16"o.c., R-15.0 cavity+ R-2.5 continuous insulation Comments: Windows: [ ] I I. Window 9: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Window I I: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 3. Window 10: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ )No Comments: [ ] 4. Window 12: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ) 5. Window 13: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 6. Window 14: Wood Frame, Double Pane with Low-E. U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 7. Window 18: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 8. Window 19: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 9. Window 20: Wood Frame,Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 10. Window 22: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 11. Window 21: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 12. Window 15: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 13. Window 16: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 14. Window 23: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ 1 15. Window 24: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 16. Window 28: Wood Frame, Double Pane with Low-E, U-factor: 0.460 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 17. Window 32: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 18. Window 33: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 19. Window 34: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 20. Window 35: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 21. Window 36: N'ood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 22. Window 37: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 23. Window 38: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 24. Window 39: Wood Frame,Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 25. Window 40: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 26. Window 41: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 27. Window 42: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 28. Window 43: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 29. Window 44: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 30. Window 45: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 31. Window 46: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 32. Window 47: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 33. Window 48: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 34. Window 49: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 35. Window 50: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 36. Window 51: Wood Frame, Double Pane with Low-E,U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ] Yes [ J No Comments: [ j 37. Window 52: Wood Frame, Double Pane with Low-E. U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 38. Window 53: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 39. Window 54: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 40. Window 55: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 41. Window I: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ] Yes [ ] No Comments: [ ] 42. Window 2: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 43. Window 3: Wood Frame, Double Pane with Low-E. U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 44. Window 4: Wood Frame, Double Pane with Low-E, U-factor:0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 45. Window 5: Wood Frame, Double Pane with Low-E, U-factor:0.430 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ j No Comments: [ ] 46. Window 6: Wood Frame, Double Pane with Low-E, U-factor: 0.430 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 47. Window 7: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 48. Window 8: Wood Frame, Double Pane with Low-E, U-factor: 0.480 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I. Door 4:Glass, U-factor: 0.460 # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Door 5:Glass,U-factor: 0.460 #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 3. Door 6: Solid, U-factor:0.460 Comments: [ ] 4. Door 7: Glass, U-factor:0.460 # Panes_Frame Type Thermal Break?[ ] Yes [ ] No Comments: [ ] 5. Door 8: Glass, U-factor: 0.460 # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 6. Door 9: Glass, U-factor: 0.460 # Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 7. Door I: Glass, U-factor:0.460 # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 8. Door 2: Glass, U-factor:0.460 # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 9. Door 3: Solid, U-factor: 0.460 Comments: I Floors: [ ] I. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space, R-30.0 cavity+R-3.0 continuous insulation Comments: I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ j Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table I. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. • r Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Un to 1„ Up to 1.25' 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts l"and Less 1.25'to 2" 2.5 to 4" Heating Systems Low Pressure/Temperature 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) NEW PORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: SFD HEIGHT"FIRE AREA: 3V ilia S r TYPE OF CONSTRUCTION: t4Wa TY6,4 q DESIGN CRITERIA: ENGINEERE RESCr RIPS T _ "f C� FULL FRAMING DESIGN ELEMENTS: m- HEADERS&N WALL STUDS:`�►N GIRDERS:&N CEILING JOISTS: FLOOR JOISTS&N ROOF RAFTERS: LUMBER SPECIES AND GRADIN DESIGN LOAD CALCULATIONSa/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MIST REQUIREMENTS: Y/N 7 S.F., LIGHT 8%, VENT 4°/b: Y/N �— LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE:&N WOO- MEANS MEANS OF EGRESS: I N PLUMBING RISER DIAGRAM: Y6I Jb/A LOCATION OF FIRE PROTECTION EQUIPMENT: Y(19 � 'A TRUSS DESIGN: Y/ry CERTIFICATIONY4D / ENERGY CALC$YnnlN TOTAL COMPLMN (RETURN TO PAGE ONE) ' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ y INSULATION [ ] FRAMING [`�/] FINAL [ ] FIREPLACE &l CHIMNEY [ r ] FIRE SAFETY INSPECTION REMARKS: DL - DATE g a INSPECTOR t FIELD INSPECTION REPORT DATE COMMENTS O ^e FOUNDATION(1ST) a C FOUNDATION(2ND) �f x AOO 12 ROUGH FRAMING& PLUMBING 3 J 74 INSULATION PER N.Y. STATE ENERGY CODE y C O C- FINAL ADD1TiONAL COMMENTS r0 Z m - rY H p z 1 avvtiiv yr ovulrivLL -- riUI.LLllVI� " KIAII AYYLILAIIUN (,HE(;KLIJ BUILDING 13EPAPTMENT Do y- +ave or rued the'follovnng, before pplvine TOWN HALL SOUTHOLD, NY 11971 Board of Health 3 sets of Building Plans ✓ TEL: 765=180? g PERMIT NO. Survey / Check ✓ Septic Form N.Y.S.D.E.C. Exarruned 20 Trustees Contact: Approved207— — Disapproved a Mail ttoil9�/!� Phone �3q— 4�C Building Inspector APPLICATION FOR BUILDING PERMIT Date ' 4 20Q.3 INSTRUCTIONS a. This a;;*cation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for an},purpose what-so-ever until a Certificate of Occupan is issued by the Building Inspector. APPLICATION IS HEREBY MP.DE 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 ��� (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.�u„p pick L1SZP-U C7 VAJ # ��, �T l0 /{j' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section t'� Block Lot Z Subdivision �Ve?jZ54Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupy v of proposed construction: a: Existing use and pccupat ��� b. Intended use and occupancy Nature of work (check which applicable): New Removal Building / Addition_ _Alteration Repair�_' Demolition Other Work Estimated Cost_ 49&'q eco, Fee (Descnptton) if d.velling, number of dwellingits (to be paid on filing this application) un _Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of exis)mg structures, if any: Front / '/' Rear fv,� Y- Depth -Y,- Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear X43 Depth_ .53 ' -Height Number of Stories 2 Dimensions of entire new construction: Front f9J Rear_ /cQl Depth Height ,?0/ Number of Stories Size of lot: Front_ S 7 7 Rear 3 �- Depth 0. Date of Purchase_ 91COV Name of Former Owner �Lf.0 InL{C/ I . ?one or use district in which premises are situated /2 OF V Does proposed construction violate any zoning law, ordinance or regulation: A"�� ) '.Vill lot be re-graded yZl Will excess fill be removed from premises: YES NO 4. Names of Owner of premises Cf/.Q/f7b /P114 Address Phone No. Name of Architect d &� Address_ �� ,gIAA-)Rb Phone No Name of Contractor,c �?Ly/l��i " �� Address_ 1� AX&F phone No. 5 Is this property within '100 feet of a tidal wetland? *YES__ �_ NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6 Pro•:ide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. Ta,TE OF NEW YORK( t� SS: O LINTY OF SAID r Holl1 kt C' 'rAM.VCZS being duly swom, deposes and says that (s)he is the applicant (?lame of individual signing contract) above named, > He is the _ kQY17 0 tCon[ractor, Agent, Corporate Officer, etc.) said owner or•_wners, and is duly authorized to perform or have performed the said work and to make and file this application; ,at all statements contained in this application are true to the best of his knowledge and belief; and that the work will be :rformed in the manner set forth in the application filed therewith. sona efore this dayy of _ 20" Notary Public IYN/d Signature of Applicant PATRICIA RICHARDS Notary Public., State of New York No. 01 R16042467 Qualified In Suffolk County Commission Expires May 30, 20Of b \ UNDERWRITERS CERTIFICATE \ REQUIRED O \ AS LICERTIFICATIONG &CONNECTIONS NAILING b CONNECTIpNS rI— \ DATE. Q DP./ 2--7 REQUIRED. NOT6v S) ---OCCUPANC O CONCRETE WALK +. -� USE IS UNLAWFUL ram CONC, EXISTING ACCESSORY BUILDING TO BE \ mm - m4m A M.WMwG WITHOUT CERTIFICATE RENOVATED TO LESS THAN 50% OF VALUE, PER ENAAATKAY FM - COINIMUCTID,, Um OF OCCUPANCY GOD EE COIMLETE FOR C.O. ❑ — AM CONSTRUCTION SHALL MEET TIE ,� � Y \ YORKREMIBTATE NTS O RESPONSNLE�F10R E'LOSE�IogLTocooE Z O \ DESIGN OR CONSTRUCTNkI ERRORS. BEFORE. LETION 0 } \ WATER" G A V E \ D R I V E W A Y \ COMPLY WITH ALL C ES OF ("o's pe Z R L NEW YORK STATE 6 TO CODES Sye� W \ AS REO IRED AND CONDI NS OF (S Q \ U q SDffMTGMZBA 1 LLQ Q \\ Q a� SOUTIaD TOWN SommTOWNRANN � cc-vv F \ N N.Y.S.DEG (N°C z � W \ \ ALL CONSTRUCTION SHAD. o POOL ENCLOSURE PER NEW YORK MEET THE REOUIREMEWSOFTHE W STATE CODE \ COPES OFNEW YORK STATE. Q O NEW WALKWAY \ /� Z x FLWDZONE ' l W L) COMPLY WITH CHAPTER"46' _---- \ FLOOD DHOLD TOWN CODE.DAMAGE TION V HEDGE A \ 43.0 \ , BENCH r\ I —= --- LAWN NEA LAWN \ E3`LUFSjONE 46.P0+ P 38.0+ ,P^VIN6 +35.0 J� ' - --- - - - — - - \ U) a . PORGHN LAWN \ J � � PL 30. - ' o OVER 71=h?R,4G POOL \ w u i POOL 18x24' 20x40 0 o I ROOM I WITIn H * � 480+ 3l3.G * BENCH O MASONRY w • < ^ 5 MAS. E `/ � �T� I �� AUTOMATIC �� VI STEPS //�� `l I ATELT EXISTING R I I _ I � �D � NC7 — -0_ ENOL To Co ADDITION TO a ------UPON COMPLETION .--- -- - -- 1 STRUCTURE 33 !n V) . +35,0 i 1 6 F PORCHCOVERED RETAININ6 1 NEN G L LAWN I WALL B PL 1 � 46 te3lb° � J ORNAMENTAL 6A E100 FT SETB — FROM NATER _ FENCE _ _I 20 -O I — LIMIT OF SOUTHOLD O N TRUSTEE5 .JURISDICTION PROJECT NO 2208, - -- - - - DRAWN BY. UT A N D A R. E A CHECKED BY. EXISTING 5TONE TERRACE ON TS GRADE TO REMAIN DATE 3126103 =Oo RY SITE 000000000000000000 MA_ PLAN oO00Cxx SHEET NO OOOOO���O SITE PLAN SCALE: 1" = 10'-0" 1 NEW WALKWAY PAVEMENT SURFACE NATER LEVEL 4 v 4 -- POOL 0 PROFILE HEDGE GATE DRAIN -- �� - —� +35. 3 POOL PROFILE 43.0+ PL SCALE: 1/4" = V-0" (n Y PL Z O BENCH T/W +38.5 0 ;-3561 ',\ i _ W ` = LAWN O Z LAWN \ 0l' ' \ �l Q UJ +35.62 uj = Q 46.0+ UP 36.0+ Typ t �r35.73 Pitch, !t Q .— 55155+ U) D 3/I6!'/ft 0 ~ ui 35.61 Ld a Pitch 46.0 FL T/W +36.6 Q 36.75 35.6 + > (� 77 7 0 < o q ` \\ DRAIN T/F Z V W 55.5 + - - a V I / \ I \ I \ \ \ \ \ BASEMENT \ AwN +30.0 JJ Y \ PL TOP LONG. SLAB IN T V \I ------- ------- ------ -- --- - _ NEA OVER SGREENT --------------- ------------ PORGN E-1=99.28 --------- ------------- 36.9 __ TERRACE roPOFFwIsrED --- --------------------'-3-0-qz± 8r2_ FLOOR IN SCREENED BLUESTONE PAVERS X2" BENCH Z. i PORCH ELEV +480 V m THICK ON MORTAR j I _ Q SETTING BED ON 4" THK / H GONG SLAB WITH 6xb J o o ;; TOP CONC. 5LABw 10/10 NhM REINFORCING i w J. w ' BASEMENT VR PROVIDE 12" WIDE -- -- -- :3FXISEw ; a --- - FLOOR ELEV .40.9 BLUESTONE TREADS AT 2 w TOP WBFLOOR AT FIRST PERIMETER OF PAVING i l FLOOR ELEV +492 it FIELD TYPICAL i a F-• I I NEN + GUN I TE i + 5. / POOL up -- =z--- - o II o - I --- 3 .6 + , WITH - --- 40.(b4 + 36.75 TIN +36.6 AUTOMATIC L - - --- - 35.61 \ i POOL - --- . NEW ISUNITE Q COVER B "b 1.00° -- -- 9 Fi 3/I6"/ft PL8X8 \ Q - % Pitch 1+ 5.66 35.66+ PROJECT NO: 2208 WITH 'f AUTOMATIC ~ DRAWN BY: TCS, UT POOL - Typ 35.62+ �HECKED B? RETAINING WALL TCS LAWN 4 / 4 / 03 40.64 + -40.T4-4-ill, PLPL 36.64 + 3561 � � 114" = 1' -0" TOP GONG 5INBASEMENT OVERT/W +36.6 SHEET TITLE: VER IEXISTIN6 FIRST PFLOOR ELE/ +40.5 .L. PARTIAL PL ORNAMENTAL GATE 10_O FT SETBAGK FROM HCH INP TER SITE FENCE LIMIT OF SOUTHOLD TOWN TRUSTEES �URISDIGTION PLAN ------ SHEET NO: -----_ SITE PLAN / 1a SCALE: 1/4" = 1' -0" ANCHOR BOLTS AND RIDGE STRAP AT ALL RAFTERS, STRUCTURAL REVIEW BY STEVE MARESGA, PE SACHR T Gq. S)adMAILEDTO ROOF NOTES 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY II946 WASHERS AS REQUIRED EACH RAFTER rvlB)ed NAILS SILL PLATE PHONE 651 728 9480 USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: SINGLE FAMILY RESIDENTIAL DESIGN IN ACCORDANCE WITH AMERIGAN REGUIREn U:244'FROOMMED6E FOREST PRODUCTS WOOD FRAME Y CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE Q.A slMPsoN H2 HURRICANE CLIP HEIGHT �/ PRESGRIPTI VE METHOD Q NAILED FROM RAFTER AF 55 -Q MAXIMUM MUM . STUD - TYPICAL ALL RAFTERS / Lu (5)ed NAILS EACH END / GROUND SNOW LOAD - 45 P5F. FIR5T LEVEL - 40 PSF. L.L. W -- ALTERNATE POSITION OF ATTIC LIVING AREAS - 40 PSF. L.L. z HURRICANE CLIP USE 51MPWN HB BEDROOMS - 30 P5F L.L. FOUNDATI N WALL FIRE AREA (ADDITION) WIND SPEED — 120 MPH -- INTERIOR: 490 50. FT. 5EISMIG DESIGN CATEGORY - B PORGHES: 700 SQ. FT. WEATHERING - SEVERE uj FROST LINE DEPTH - 36" Q APA RATED PLYWOOD TO TERMITE - MODERATE TO HEAVY EXTEND TO TOP OF TOP TYPE OF CONSTRUCTION DECAY — 5La5H7 PLATE CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES GON5TRUCTI ON Lu PROVIDE 8d COMMON NAILS • 4" O G. AT Of EXTERIOR EDGOF E ALL _ SHEATHING FOUNDATION 5OLTINC� 1-1/4" WIDE 20 Ga51MPWN GENERAL NOTES STRAP o4'-O" O.G. NAILED AT SECOND FLOOR EACH END W 10d NAILSSECOND FLOOR I ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL 5Y5TEM AND FRESH WATER SUPPLY (TYPICAL) ACCORDANCE WITH THE NEW YORK 5TA-fE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE � BUILDING CODE, AND THE NEW YORK STAVE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH, PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO OVER LAP BOX 14 THIS STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP . BarroM 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W MINIMUM 28 DAY STRENGTH OF 3000 Pei CONSERVATION CODE. DOUBLE TOP PLATE - 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15, ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER, CHANGES PRIOR TO AND DURING CONSTRUCTION W 0 SOLID BLOCKING 04'-0" OG 2 4. PROVIDE DOUBLE HEADERS AND 7RIMMER5 AT ALL 16, ELECTRICAL AND MECHANICAL COMPONENTS TO BE V BAYS BALK FROM GABLE WALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. TYPICAL ALL FLOORS AND ATTIC PARTITIONS, EXCEPT A5 NOTED ON DRAWING 1'7. ALL STRUCTURAL STEEL TO BE A57M A56 WITH ONE D 5 BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM (� WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FLOOR BEAMS. SPACING NOT TO EXCEE!l;P 8.0 FT A-325 BOLT5, 3/4" DIAMETER FOR WALL OPENING PROTECTION OF120 MPH 3-SEGOND WIND GUST5 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18, CONTRACTOR SHALL OBTAIN ALL PERMITS AND MAXIMUM MEAN ROOF HEIGHT: 35') VERIFIED BY GONTRAGTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x6 016" WALL STUDS NAILED CONSTRUCTION AND ORDERING OF MATERIALS. THI5 AND OWNER. PER SCHEDULE BELOW (TYPICAL) FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19 DO NOT BACKFILL AGAINST FOUNDATION WALLS BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. SHUTTER ASSEMBLY FIR57 FLOOR SIMPSON MST27, I-V2" AIDE 20 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT Ga. METAL STRAP m4'-O' O.G. FIRST FLOOR THESE CONDITIONS ARE MET, ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO X15% AND IN BASEMENT ( IF APPLICABLE ), POSITION NEAR N.7 s. WRAP AROUND SILL PLATE AT RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA FOR PANEL SPANS, O < 4'0 WIDE SPAN ANCHOR BOLT. NAIL EACH ENO KUM98d NAIL5 Z r 25/32" APA sOUN DRAMATEO 48!34 sHEnrHING GRADE PLYraoD \ 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND (OVERLAP AROUND OPENINGS 4") 1 —2 x e CCA SILL PLATE 'i. ALL HEADERS 6.0 FT N LENGTH AND OVER TO BE n�q SUPPORTED BY DOUBLE UPRIGHTS, 4.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY N C M ASSEMBLY NEW YORK STATE BUILDING GODS ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/ -------- NAIL SHEATHING r0 SILL PLATE BY TRIPLE UPRIGHTS. ALL HEADERS TO BE J ❑ •10x5" (w/wnsHERs) GALv1NIZED OR STAINLESS STEEL � � 5d NAILS * a" O.G „ MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAVNN6. F a0 p m Woov scREw � Is° O.c. o ; i REBAR I o 22 ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO rc ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING- � ' �Io TEE Nurs ATTACHED ro BLOs w/ +1oxl-1n ! w/ WASHERS) „ 8 PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT � W J ���w MACHINE BOLT Is' OC PENETRATIONS ILL —5/8" x I2" A 8. 048" OG = W 'U W , � NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE =gym w/ FENDER WASHER. l< �_�� ��-c� 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 6 CN m, CHIMNEYS, SKYLI6HT5, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W , 00v f - TION DWG. N =v FOR DESIGN AND DECKS ETC. 25, THE NY5 CODES AL50 APPLY TO ACCESSORY 10 DO NOT SCALE DRAWIN65, STRUCTURE DESIGN, cJn e LD DOWN + SHEAR. CONNECTION 11 FOR THE NOR ENGINEER NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD N u) FOR CRITICAL LOAD PATH THE INSPECTION OR SUPEE RVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND SHALL COMY PLW1WOOD FRAME CONSTRUCTION HALLOGAL BE ZONING RESPONSIBILITY` DE ANDOOF COHELIANGE MANUAL, 1995 SBC, HIGIH WIND EDITION CONTRACTOR. ER<U kDyr NAILING SCHEDULE FRAMING NOTES dy. 46. 1p3eo "f TAKEN FROM Ale HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL, I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO 8E NAILED WITH 8 d ® 4" Qr. of ANMERICAN FOREST 6 PAPER ASSOCIATION, AMERICAN WOOD COUNCIL DOUGLAS FIR-LARCH STRUCTURAL GRADE No 2 OR o.e. EXTERIOR EDGES AND b d ® I2" oc. AF y6 +. O BETTER. INTERMEDIATE. ?I 51;ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES PHOJ C O: T h 2 MI-N. THICKNESNG 70 S OR A5 APA NOTED TED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 2208 _ R�AFTER/TOP PLATE 3-8d (TOE NAILED) - CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFIN6 SHALL BE BY ARCHITECT. o Flo ° 3. ALL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, URAWN BY: CEILING JOIST/PARALLEL RAFTER "I-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN THICKNESS. ALL EDGES OF 12, ALL ROOF RAFTERS SHALL SE ATTACHED TO THE PLATE UT CEILING J0I57 LAPS OVER PARTITION -I-I6d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE GABLE ROOFS - .- COLLAR TIE/RAFTER 2-8d (ea end 1-1/4" strap) NAIL PLYWOOD SUSFLOOR 70 FLOOR JOISTS CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY wNki m, 5OGKIN6/RAFTER 2-8d (TOE NAILED) TSTIMBER PILE FOUNDATIONS, PROVIDE HURRICANE - � 5 4, ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER TO BOARD/RAFTER 2-I6d (END NAILED) WITH DOUBLE UPRIGHTS, -1'-O" AND OVER WITH =-' %; TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) CONNECTIONS. 3131/03 /1 {: O TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A T'r MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING STUD/5TUD 2-I6d (FACE NAILED) 13 ALL PRE-EN6INEERED LUMBER SHALL BE GEORGIA HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIG GPI SERIES WOOD-I-BEAMS AND LVL w AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED - �l w ° o TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND _�. Io < o (45 BOTTOM PLATE/FLOOR JOI5T 2-I6d (FACE NAILED) CIRCULATION IN IN PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED SHEET TITLE e JOI5T/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB H E3RlVGING/JOI5T 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENIN65 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" STRUCTURAL GABLE ROOFS 5LOCKIN6/5ILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR IO° O kBo o IO i 6C45 ' LEDGER 5TRIPBEAM 3-I6d (FACE NAILED) T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF NOTES & JGJIST ON LEDbERBEAM 3-8d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROV3DE PRESSURE ZOMON NE ZONE - 8" O.G.NAILS ® a' oc. BAND 3-Ibd (END NAILED) AT HIGH PR8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS, HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP BAND J015T/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY O° o ceo ° PLYWOOD ROOF DECKING 8d 94" O.G. ED6E5, ®8" O.G. FIELD "TECO" 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 5TRIP SHEATHING 8OR APPROVED EQUAL. d (ONE/RAFTER) GALVANIZED MACHINE BOLTS a 12" OC_ SHEET NO PROVIDE 8d NAILS s 4" OC. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d 64" O.G. EDGE5, ab" O.G. FIELD 9. NAILIN6 SCHEDULE SHALL BE AS PER THE N.7 .5. PORTIONS OF PANELS IN HIGH PRESSURE ZONE-5. PLYWOOD SUBFLOOR DECKING 8d 96" O.G. EDGES, ®I2" CC FIELD BUILDING CODE AS A MINIMUM. ALL 2Xb 57UDS 15. THIS 1:)RAWIN6 15 AN INSTRUMENT PREPARED TO NOTE . a = 4 FT. IN ALL GA5E5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 2 NEW MASONRY FOUNDATION WALL AND STEP TO GRADE. PROVIDE STONE FACING. FILL DOUNDATION, PROVIDE 4" CONCRETE SLAB PITCHED TO EDGE, "TONE PAVIN6 ON PORCH 4 TREADS o WO ------ ------ V m -- - -- — — — — — — ------------ IL w z - - - - - - - - - - - - - - - - - - - - - ' Q _ oWW I 1 Z20 r FILLED AREA W/4" m a ~ r-I-7--,_ REINFORCED BASEMENT " O Z GONGRETE SLAB I ~ W n I ABOVE PROVIDE bxb Q #10/#10 WWM LJ-�__ F- � w L- ---- ---- - SANITARY / LINE OUT O O -_-_ Z I - ~ - -- W NEW MASONRY FOUNDATION WALL I ' ELIL)UNDER CONCRETE STEPS FROM FINSIHEO GRADE TO LEVEL OF SCREENED PORCH ABOVE. r__U __ I I �RAWL SPY FN EOUNDATIOPROVIDE p I I VENTILATION CODE O I- O - - u ro V 1 1 1 1 1 1 ELECTRIC LINE IN - - v I i00 i �i I ma • I I� iF III I WRT 24fi4C �- o �Y W -.1 3 - m I I # uw , r < u 00 I VII WI IXO knd-!z}o W IOx39 — W • r I p U F `x STEEL BEAMS-- % CRAWL SPACE YV2' RAT SLAB j' I ; a F• 5 K ry W z - UP I BASEMENT i - z > ' QO0. a En U) / N� OozQ � /- - - - - - - - - - - - - - - — . � I / StFRED q Qom„ W 10x311 awl's C. • 4 �H'TF STEEL BEAM it NEM IND. STAIR ° os NEW BASEMENT / X I m� '1b eo cV EXI5TIN6 POURED CONCRETE AND CON- BLOCK I k!3 WRT 24U C I Im 4" THK. GONG. SLAB NAL-5 TO REMAIN I 31EW NSP I REIFORGED W/bXb, L — — 10/10 MM BELOW — — — PROJECT NO: 2208 L - - - - - - - - - - - - i I SANITARY DRAW 8TCS, UT LINE OUT — - NEW MASONRY FOUNDATION ON 16' W. >< B' THK. :; FOOTING PRO/IDE DAMPROOFIN6 AND STONE '• /; c ;;i'1' .. �;,. ,-q , :,a 6 •:/ '/• 9/ HECKED BY: - •. ','-i�; > , /': ' /i TCS /., VENEER ABOVE FINISHED GRADE 3126/03 SCALE: SHEET TITLE: BASEMENT BASEMENTPLAW PLAN 1 - SHEET NO: 3 I STONE STEPS ON CONCRETE SUB-BABE Wil I RAILINGS --- — ---- 26 Y - - -- - - _ Z - - ---- --T-- _ Lu (3) 2X10 CONT CASED BE A OVE cl Z Z 0 a W fl .0 COVERED PORCH 4 o TW � © 0111ESTONE PAVING ON 4 GONG. 6 � 1i� X BLAB PITCHED TO FRONT EDGE Q f N ry cn Z O O W ✓� �� ---- - - --------- 'o = NEW FLOOR ON W F " F.J. ON NEN FO `- EL I I NEW FOUNDATION I V - STONE STEPS CONCRETE EXISTING WALL TO BE m SUB-BASE D RAILO'-f)RAILING TO IypyEp U43 ., GRADE — I — EXISTING RESIDENCE TO BE RENOVATED w UNDER SEPARATE APPROVAL 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I v 11 122 I I I I I I I I I I I I I II -- (3) 2X6 (3) 2x10------ (3) 2XI - -- POST ae Z CLAMPS cX 1 v N Q• TOP 4mim a o � � • ao BOTTOM 0! o > . I I � w -Ipb I I � SC QFFN PORCH T46 MAHOGANY MGKIN6 ON 1X108 z u J •I6' CGA DECK JOISTS W \ = w BELO • a ?� g � " O � w ' ---_ - X Q F- • L e F }I N m U1 O w 6- Z I I -- — a� Z1 II (2)�IjxIIj LVL K (1) jx1l 5T P_ I I PROVIDE GROUTED GMU BLOCK5 O =1 BELOW RIDGE _ 6teRED•+R� X I- L 2-4" --� — a $4eOf NEED " PLYWOOD ROOF I ^ 1 'rLT N SHEATHING INTO MAIN j 1 (3) 2X6 I I BODY OF HOUSE W/ POST DOUBLED RR OVER WALL. CLAMPS— O 5HEATHIN6 _ v �-- � 46 TOP 4 BOTTOM PROJECT iNe3Obyo: (3) 2x1O (3)_2x1 -- -_ -_ 2208 o TCS, ur TICS 3/26, 114" = 1' -0" EXTEND STI.- PL SHEET TITLE: INTO CHIMNEY _ SET ON .;"x5"xII" STL PL __B 2" _ ___—��._-_- FIRST o FLOOR WOOD TO GL AR CHIMNEY BY Ill" SHEET NO: (2) �XI2" ANCHOR BOLTS FIRST FLOOR PLAN CHIMNEY SUPPORT FOR SCALE: 114" = 1' -0" 4 RIDGE PLAN VIEW SCALE: 1" = V - 0" WAWNJ636 WAWN3fiJ6 O O i 51 6 30 v � High a� 3 _ / , N a , , 2x8 HIP5 — --- , ERR ,/ i,n/j•. Y W � -- -- Z p O } Z I ', I , i i I A I I I 00 I IIII II , I � E � I �' N C INui �. I W Z o W F- w / / Q o LLA - � a U 51TTIN6 AREA H19FI GIIIIK� / A v EXI5TIN6 RESIDENCE TO BE RENOVATED _ _ / UNDER SEPARATE APPROVAL (g) 2x10 _ - — — — — a J- W J • w z 3 W ii 1— - - -___— _� —, • rc r Q f• . U iA -L - - a ------- PR JECT NO: 2208 _ — RAWN BY: TCS UT CHECKED BY: TCS' 3126103 114" = 1' - 0" SHEET TITLE: SECOND FLOOR PLAN SECOND SCALE: 1/4" = l' - 0" FLOOR SHEET NO: 5 NEW 'TOWER' STRUCTURE W HOOD SHIN6LE SIDIN6 AND ROOFIN6, AND FAINTED WOOD FACING AT WINDOW ;qTF7-F 4IFF-M-1 rF ---- _ o W o �8 v z i — a W o SECOND FLOOR 5El.ONDFLOOR W_ _ _ _ _ TOP PLATE FIRST FLOOR _ - TOP PLATE OF FIRST FLOOR Z 2 ui -- - - - - - FIRST FLOOR — ---_- _—_— O __..—_— _ --._—__ _ FIRST FLOOR _ 6RADE LuEll U I EXISn146 FOUNDATION TO REMAIN I I ; NEW FOUNDATION IBEYo ND I NORTH ELEVATION ! � _________ [] � I SCALE: 1/4" = 1' - 0" r-- NEW EXISTING °° Z Jam' s � -- w - -• u - � _ - w • Q w NEW MASONRY CHIMNEY W/STONE - -- - -- - -- FAGIN6 ✓ .. - - ___ . - - - $ W SECOND FLOOR CEILING i NEW SCREEN PORCH W/WOOD SHINGLE ROOF ON PLYWOOD DECKING 'fib. 1,830 PROJECT NO: 2208 T1T 1f R W/BRONZE SWEENIN6Ll — Eml _ _1 I T(. J 3126103 FIRST FLOOR SHEET TITLE: GRADE NORTH & EAS'IF I I ELEVATIONS I I I FOUNDATION BEYOND I I I EAST ELEVATION SCALE: 1/4" = V - 0" r L SHEET NO: �_-__ - L 7 i Z wo - o Zz --- -------- -- ------ LLJ — ------------ - --- -- ----- -- Z = ��cl) 0 NEIN 5CREEN PORCH ON NEW MASONRY FOUNDATION O O w ll w � 0 000 j o - O04 -- W t� =_ 0 I I I I I - ILI 4 ; k ---- I I II I ---------1----- EXISTING NEW L---------L-------- J SOUTH ELEVATION SCALE: 1/4" = 1' - 0" a3 Z. (n 6 N � ZQ O b _ p u U zi 2 Q y �. Y uj. D! U' y NEW MASONRY CHIMNEY "TONE FACIN6 � W • / f1 i •� -ICY S� C. 'fit cylr'"c+ FLSnRu=om A ,�� Q�►jJ I / El !I / •\ - __ - - --v°�warn'9t-0NSLEBODF1t�5 - -_— -- �'�•' PROJECT NO: - ----- DRAWN BY: UT HEGKED BY: TCS FP — 3126103 - -- --- -_ � SCALE:� 114.. = 1' -0„ SHEET TITLE: -- SOUTH 81 WEST ELEVATIONS I 4s I I I PAINTED WOOD RAILING AND CASED I X POSTS - rl----� �I - - ------------------, SHEET NO: I I I WEST ELEVATION I I I S SCALE: 114" = 1' -0" -- ---1- NEW STONEMASONRY WOOD BHINOLE ROOF iON LATH ON CHIMNEY 2X8 •I8" RR. PROVIDE 2X8 GLS. JOISTS W/ R-50 INSULATION CONTINUOUS RIDGE VENT NEW 2x10 RIDGE 12 i 4 9 O � W oZZ PITCHED GRIGKET CEDAR SHINGLE ROOFING W/LGG ROOFING BEHINDUJ ON WOOD LATH, NEED " Q (5) 2x10 TOWER TO ADJACENT ROOF PLYWOOD ROOF SHEATHING Q W Q NEW !2) 2x10 INTO MAIN BODY OF HOUSE Z X VALLeY ? TTI G Al DOUBLED RR OVER WALL SHEATHING CONTINUOUS RIDGE VENT Q 'rA STRUCTURE FRAMED JI`2Xb EXTERIOR WALLS, _ ILATED AM-22 INSULATION _ _ - 1 - R-I BATT INSIIL LLF LINE OF WEST FAG N6 WING �I TTI NG AREA III L a BE(OND R-15 BATT IN5UL�, O 4 O X O dJ ® \b" MAT H Z C.) HALL FLARE 5fHIN6L 5 OVER BED ,A\Q �X/� - _EX IN6 W MOLDING 1 FR EZE BOARD. SEE _ ELE7TIiONs BUILT-UP R D6E BEAM GAB D IN P OF ELCIST 1Nrp SUBFLOORAT V WOOD SECOND FLOOR PAINTED BEADe EXTERIOR SIDIN6 _. TOP PLATE AT SCREEN PORCH WOOD CEILING ON TO MATCH HE16HT DETERMINED BY NEW NEW 2X0 WALL FRAMING FRAMING EXISTING SOFFIT MATCHING EXISTING (212x8 W err STL PL PLUSH — PAINTED SOFFIT TO MATCH IDE JOIST HANGER R-15 BATT INSUL FR.MING ANCHORS NEW 5GREEN PANEL5 SEE NEW STONE EXISTING KA/ENT r%m DETAIL FIREPLACE AND' BUILT-UP BEAM LINE OF EX1511N6 WALL TO CHIMNEY CASED IN WOOD BE REMoveD-- ~ 6 ON BLUESTONE PAVERS ON I" THK STORA67E0WRETE AB MORTAR SETTING BED ON 4� III "THK REINFORCED CONCRETE NEW WOOD FLOOKIN ON PLYWOOD 36" HIGH RAILING = SLAB ON METAL DEGKIN6 cd Z. UNIVERLAYMENT ON tr,15TING GAL OO OOR (TTI )� i V1 a i L I�/I NCS BUBF L m � I p TOP SUBPLOOR ELEV +48.2 _ x J � 3 — _TOP OT FJNI5HeD_FLOOR IN LU - BGREENED PORCH ELEV +48.0 Lu N w ;: = 77777 / " g w. Y wA FOU TION HALL W GONG. a �• a SLAB AT SPACE ��+ / / / i., ' / S \ ` \, \ \ • \�LTURED STONE FAGIN6 ON i'-" TREAD /\ o / 5T NE . � 2" THK BLUE 1y V! WITH CULTURED STONE 4 �" PG AB - 3000 P51 GONG W/ / , ; ,// /- � ,/ "tyASONRY FOUNDATION (TYP) RISERS ON coNGRETE (Tyr) 6x6 #IO/ 10 mm OVER 2" LOK - /�A \� v, '�;�' Ai \ '\\/ FLOOR - O GAGE METAL DEGKIN6 - J` >�,\�/ / �\ 3 SPAN ONTINUOUS 660 GALV `.k 'B ANT �i �/,\ \ j New e° THK coNG \/\\/ ` CULTURED STONE FACING ON \��� FOUNDATION WALL \ \ P MA50NRY FOUNDATION (7YP) — %/ .\ 4°AHIONG.N=W B? SMN /P SLAB IN EXISTING BASEMENT y 1p // W/6X16, 10/10 \ /\ / _ \ \\ \\. �` / 'P GONG. SLAB OVER \ \ 7777/77M, \ \\\\\ \\ //1 /\\/// /\\/ \ \\//\j�\y \ //\///\ ; . \ \\\/.\ \ \�// �\ REEN PORCH ELEV +39.25 �\/ / % \/// /�/ /���/� �/\�/•\�/ / !�' \\/.\�/\\/ \�\/ - \/\\/ \.� \/�\�\/\/\ \\/\\/\\/\\�\\ \� \\.. / \\/\\ \\ . �, . . PROJECT NO.: 2208 V/\ /v . vV \/ A / .v DRAWN BY: UT VVi�`���Aj , A. �:VA�A/�A,A�A �AA%;. .,�� ` �� CHECKED BY: . . , / ,A TCS .\ /�`. "��\�� \/ , //�" �/j\\\�\ ��\'' " /���/`\`\� \\� \/\�\�� \// . ��\ .\\/ \ /� - /. •. \'� DATE: 3128/03 GRADE SCALE: 3/8" = V-0" SHEET TITLE: BUILDING SECTION DBUILDING SECTION BUILDING A SCALE: 318" = 1' 0" SECTION SHEET NO: I 9 p P p DATE: 3" THKMIN BLUE5T0 - NEW WALKWAY o 10 / 8103 GOPIN6 � � N I \ ` \\ GRADE + I 1 BLUESTONE WALL 1 LAID W/ TIGHT \ TOOLED MASONRY � ' -oI 4'-6 4'-b" - _b -5 JOINTS LESS THAN I 1' I PRO15" Y41TH NO TRUSIONS OR N 1 O :� 0 -5" 6' O" 20'-01' q g ORNA ENTAL REINFOI GO RETAINING � HEDGE GATE E E WALL W/ 4 "HORIZ. AND X42.81+ - -- 0 -- --0- TW+ 35.83 + _ a 4x4 • 12" VERT. FENCE TW+ TW+ \ GRADE r PL 40.61 _ r �l 40.61 TW\+ 35.86 TW + 35.86 40. I ` Jl( BW {35.-76 BW +35.'16 > I 1 I L I 1 0" 8" BFPROVIDE LOA GRAADEE MEP oN FINISHEV G' z 0 2 O /W +38.8 za U SIDE AT 40' OG, WITH b' I 'ell ICK &;LAVI AND 3 -O' F+LTERALONG BACK5112EOF AALLw HEDGE \ a r\ LAWN ,N LL ` - _ -- Q:. i t Z Lu q -- LING =HI Ln +3cI.O LAWN ff i - - 4� >a I * I/ i +35. 1, - i - 55.82+ O ip RAILIN: - � I I d l * z yPl cM, �`! Q LLEI _ REINFORCED GONG - � .0 U II_ I IlJ \\ - T --I � _ -rI i- I Z: ip FOOTING O.C. - " F IL �� I6 t �i +, f + x4 s 12" o.c:-hNv 3x4 J I I I I +49.0 - � _ � r� 5.86 1 CONT; - UP TW + 41. 3'-10" Q W I , F J PL +_ HOUSING FOR ❑ W STONE WALL ry N 2 OUTDOO 35.81 AUTOMATIC POOL Z = xx + a 38.'75 T/W + .8 COVER O Q SCALE: 314" = V-0" W - 8'-O" * - + - 8 Q Z - J � a W ep T + 8. 1 �- DRAIN T/f W TOP GONG. SLAB IN i - - - { 1 3„ 6 B .8 ; _I_ - 6 I Q 15TINO r oST R E%ISTIN6 FIRST '_ _ r� 8 � _ O - I , I \ FLOOR Fes/ +405 - 4 - I � j '( -� l - � z Qz TOP EIIBFLOOR I , r -� _` �_� _ { _- II - _•� W AT PIRST FLOORELEV +462 _ __ �� - _ _ = 4 BASEMENT LAWx c� I z r TOP GONG. SLAB IN - { NEW BASEMEN �- OVER SCREEN {{ �' t' u? 2 , 2„ PORCH ELEV +5q.25 -_ - 7 - 3 .q + 3 O PROVIDE STUCCO _ _ I_ _ - I /FINISH ABOVE GRADE / 111 tt1 ON THE BACK SIDE ' TOP OF FINISH OF THE81 2^ THK BL0E5TON ;� SII FLOOR IN coPlrrb GRADE SCREENED PO H ' H MO A _ V eLUESrot WALL - = �SE 1- �- I '� ELEV +48.0 LAID vy TIGHT A Al i - I - --- --------r-- - -- -- �r za m u. TOOLED MASONRYca m I O-' RO I --- I " I E - - I N W GUN I T z JOINTS V M O IN N „ y W y Q • E REINFORCED CO RETAINING II 1'I _ `� _i 1fRE MI F- I I - li'' POOLOXQ,O N J z " 4•x4 s 2" VERT. HORIZ. AND II 111 R ETE O�Tf' / f I - \ W .J J. 3 GRADE 11 . 1 L IGf� YV/ AUTOfC1ATIG a i POOL COVER �, w• a £ n PROVIDE WEEP HOLE. p5" PVC, + .&. _ _ All NIS + w . . BELOW &RADE ON FINISHED : � 4 , 51DE AT 4'O" OG, WITH 6" _ + .,.. / �� Q F- • ,', 3 THICK GRAVEL AND FABRIC I I I - 1 l ,� 3 F - • FILTER ALONG BACK SIDE OF P _� F i - - = U Ig ! STEPS DOWN + INTO POOH - m + 98.15 TAN +38.8 - - - L-' 55.81 _ I �? ro REINFORCED GONG 5'-10" I-2" '-T-I- 1 I_ I - I- �\ ,31� _ �- it -- ---- ---- \ -- - `r '4 C. FOOTINS Al I _ --- yT ��i• �• x4 6 12" O.G. AND 3x4 PL � '� � � /--- ---\ i II: - f - - - ��=-- - � ! - I I�_ I + 586 CONT. 1' K_ - T DRAIN 1 _ I/-'�/ft'- CLAD STONE WALL PR�AE3 a PL +35.x2 2 �T HOT' 7L)B p �„ 5. 6 SCALE: 314" = 1'-0" - � L z L ' r 1L LAWN STONE PROJECTNOAu T/W +40.64 2a - L- �� „ -� J O RETAINING DRAWN BY: 40.14 + $8 IL WALL TOP CANG. SLAB IN 's ' I , u, 1 - - 35.81 T - O SEE DETAIL k _ -�. T/W +38.8 1 TCS, U'I' _ _ TW p _ �TCJ ex1eB T� OVER yl P j;l Ij �I _ r -� T BW +35.16 2a O N iL c FLOOR ELrV M05 - 6 - 1 +31. R� DATE: BW +35.16 4 / 4 / 03 PL TW+ TW PL TW 1 TW+ T{�+ + BW -O ��� 43.3 `E�• 8 40. 1 35.83 40.61 TW + 35.86 TW +35.. 6 40.61 33.36 N 1/4" = 1' -0" Z ORNAMENTAL yp ORNAMENTAL GATE 5.16 ORNAMENTAL , POOL & TERRACE PLAN FENCE SHEET TITLE: �y FENCE FENCE SCALE: 1/4" = 1' -0" lL �� - 3'- - O b" 4 O O 2 b PARTIAL „ I � I=6' r-5" b'-8y2 ----- -- - 3'-q" 41-0" 0'-5" \ -O 3" THICK BLUSTONE 20 -O" q -8 .SITE TW PLAN +44.5 O TW f W COPING WITH 2 1/2" n 1� _ - _ � � OVERHANG TYPICAL\ 34 PL c - I � i, NEW MASONRY FOUNDATION WALL AND STEP TO 6RADE PROVIDE STONE FACI1,16. FILL DOUNDATION, PROVIDE 4" CONCRETE BLAB PITCHED TO EDGE, W/STONE PAVING ON PORCH 4 TREADS EXISTING MASONRY AREAWAY AND STEPS TO REMAIN '^ Y - - - -I za. - o It W0 . . — Lu z Z MODIFY EXISTINb AREAWAY AS REQUIRED — — — — — — — EXISTING 2Xa a W FROM LEVEL 4" BELOW BASEMENT DOOR TO ! I -- -- FLOOR JOISTS � W Q FINI5HED GRADE / / ABOVE Z 1 z F- �EXISTIN6 (3) 2x6 616" FILLED AREA W/4" " ^ _ -_ __ __ i FLOOR JOISTS AABOVE REINFORCED cn --- ° N O - - ; - - CONCRETE SLAB Q O 1 I BASEMENT - -- ---- --- - Z _ADD (2) x7 LVL Z w J w O Lu ' ` ®Ib OOG 7 ' ABOVE PROVIDE 6x6 H Q w V O 1 u10/#I0 WWM ' n R_ Ow z Q W 1 1 _ W IV Jp J SANITARY O BA5EMENT LINE our O 2'�.. 6 z 1Lu m q5�4' /X W REMOVE EXI5TIN6 "OD WINDOWS IN I _ — y, c0 X - -(3) 2xa----- -- AREAS SHOWN, INFILL W7MA50NRY X X NEW 1X4 WALL "/g" TYPE "X" NEW MASONRY FOUNDATION WALL BLOCK, AND PROVIDE STONE VENEER III N N - III 6YP. BD FIN15H ON WALLS t UNDER CONCRETE STEPS FROM ON EXTERIOR I ) X I�� O c CEILING L- - - FINSIHED bRADE TO LEVEL OF , -- -- / I NEW MASONRY FOUNDATION SCREENED PORCH ABOVE ;. I -_U - O WENTILA SPA E. PROVIDE P VENTILATION CODE CIO < a I I 1 X OBOILER NEW B" DIAMETER STEEL PAPE COLUMN m EXISTING (3) 2x6 -- -r— = --, - w w- - — — - � ON e'-o"xB,.o" xI1° CANC.IpOOTINb FLOOR JOISTS ABOVE? -- - s: _ HOT — - - EXISTING�2) 2x8 - -_ _ NEW WOOD STAI TO ABOVE ATE � �- P---- FLOOR _1� 2 FLOOR J015T5 A56<E I VV HANDRAILS COOE j -- n - ELECTRIC j LINE IN " ADD (2) I x7 LVL - -- b + L -- - - - i d) III r - 6I6" OG J 1 - - X O oa z • o - - - - - - - - - - 1N 8A5EMEN1 1 / - Xlq _ 132X m Q u� ¢- a $ r 1 r ry I � r� �� / I I N U1 INFILL W/ MASONRY FOUNDATION WALL FOR NEW .Q r/ I X F- C-- 2x8 0l6y o o ' I (2) 2xa 616 w w• z v- - -__ Ix FIREPLACES i CHIMNEY ABOVE 11 / w _- - - K N O PROVIDE ASH PIT W/K.AST IRON DOOR ® I r. u wRT 2464 c ^ 1 2x8 Ib" /i — — -- i R' _ i N Im r- O I x �— I % IL W m 0 N (3)2X8 EX N GIRDER v # �Lw I XI --� mow • 0 O O ? 0 ABO\—/E74;-2xa I x -AQ � o _ 1 32xa 1 ate • CRAWL SPACE VV2" RAT SLAB — - - y I QN STEEL BEAM _ ��J _ (3) LVL _ _ _ lJp BASEMENT7y Z > � L10zV ' � / (2) 2X8 - - - - - - - - - - - - - - i -- 001YJ - - - - o N -- --.-- _ -- -- —_- _ V O Q Q J I �� (3)_2x8 W/ (2)- X"i STL PL - NEW b- THK. FOUNDATION ON I6" WIDE SL u a - I jEgED A QCry/T _— L. NEW M. STAIR - --- - W 0x34 1 — - — - x 6,_g, ° STEEL BEAM EXISTING (2) 2xa 6 Ib" OG "'�--- --. -- -- L FLOOR JOISTS ABOV 7 (3)2X8 i 0 NEW BA5EMENT LINE OF EXISTING 1p�° .N PDD LVL Ib" OG EXISTING POCKED CONCRETE AND GONG. BLOCK WALL5 ABOVE _ __- IW N �' j WALL5 TO REMAIN 1 WRT 2464 C I Im ' 4" THK. GONG. SLAB 111 PROJECT NO: 2208 REIFORGEO W/6X6, ! a I — — IO/IO WWM BELOW DRAWN— — — DRAWN BY: r — — — — — — r 1 5ANITARY TCS, UT — - - - -- — — L - - - - - - - - - - - uNEOUT/, 12 TCS— g NEW MASONRY FOUNDATION ON Ib" W r B" THK -„� n7 ;'/ FOOTINb A PROVIDE DMPROOFIN6 AND %TONE 3/26/03 VENEER ABOVE FINISHED 6RADE il4” = V -0" SHEET TITLE: BASEMENT BASEMENT PLAN PLAN SCALE: 1/4" = l' - 0" SHEET NO: 3 vl LLJ O ------------- a W - - a pool tableui _ --� -� L > _ Lu 1 MECHANICAL {-- - - LA-, - � I -- -- ROO - ,- ROOM -- -- BOILER 0 m -- - -�- t rSTORAGE - i- I II 1' I ROOM —_— MOISTURE SEALANT ON EXISTING — -- __ 1_ 11 O 0 —� MASONRY WALLS, SND FRAMING, w/R-ISBATT ATTTT INISL,IATION, - -- _ DEICING SH ON WALLS ! __—_— -:D- c -- --____— II 1 1 ATE --r---- -- 1 - - D _ --------------- - nom 1 w/GYP. BOARD FINI / m + , i , Ana • m ° -_ il I, l _ _ _ r 1316" � _. - I -�b=l"- T- HAL W � • Q3 J 77 UP7u) cn . N PRDVID PACKAGE - - - - - - / 5AUKACOMPLETE I Roo ry _SI UNA -_ -- - o -- ----- r M — _ xx _ NGHES I F j WOOD NEW WD. STAIR tiO � -------- - II — I R OM � up" ° - �ixrt 14 0 PROJECT NO: 2208 DRAWN r BATH J • II TCS, UT - -- - - - -I- - - CHECKED BY: a_6„ TCS --- 3/26103 114" = 1' -0" SHEET TITLE: - BASEMENT BASEMENT FINISHES PLAN PLAN SCALE: 1l4" = V - 0" SHEET NO: 3a I 9' A X (4) NU H3026 ---_-_------ (41 WU)H3026 -- - --- (2)2X10 HDR. -__(RhXI(] rl)NTINI1l�ll5 HDR _ _ `O O (3) 2X10 CONT. CASED BEA A OVE o Z D in r EX. 2x8 (90I6" O.G. LLJ _ to V I SISTER W/ (2) X-T LVL Q W lil DINING ROOM m c^XVI 5 2 �_ COVERED PORCH T - � ' ue O up 5UN ROOM x --- - Z =L Q O ,04 ® ABSPIHED TO FRONTTONE PAVING ON "E x 11-51lOy2 O 5-�2" m - Q r DBE - --- - -- M _ (21 WUO 3026 a FLUSH HDR. UNDER WALL ABOVE 2`0" O (3) 1x7 LVL (2) 2X12 W/ 8 STL PL (3) 2x12 0 2x12 Q ~ _w3u = _ Lu EX.2X8"®Ib " FJ. 4 B VE °aeoPEN2)B-I 2'X9-v2 x9/b" TH Bm SISTER W,/ 1 x 1 L L m I x8®Ib vE '� m ANGLE, WR9)9/b" MACHINE X O -- - .. BOLTS EACH LEe, ry I (4) 2Xb Z U m POST --�— I N C1� ry W a O O O etor (3)2X12-w(2)5/b'XII' STL. RATE -' - - �� 0 � -- -- - - _ _ - xx o V E6RES5 11RIJ Q B J (2) k-7 LVL ovens < I ST A E W as 5-�- `kH3026 m WFCM4eA48 0 161 ' OG -- _ '4 I ��� N6 SUBFLR P) ® ut d) FIRER E IBX y2 ryl� 9 X8 FLOOR ON LIVING ROOM EX. STO KITCHEN ry IIIlot NEW WOOD FLOOR ON 3/4" THK ry XI l HEAR � 4'-O J W FOUNDATION v -'r-� �-I 't- - - R� _ PLYWD ON EXISTI !TY W .�I TO REM N m WUDM3026 � III�T_p,� �o m III 0. ,zz I F !9)]x12 w!2)5/8'x11" 5TL PLATE - m II II '1 O41, -- - - -_-- -_ � - - -- _ � 11" , �L 'lll _ ,3 4 Pantry _ Fx�PORG�HA, REQ VE EX n m 4�5—) NEN 2X6 _.- _ _ PROVIDE NEW 2X8016 9 J 0 (3) 2x10 (3) 2x1 -- - - -- (4) 2Xb „2 LEv�L v�asTIN6 / POST O li - - - - - - -' - - oT `x I P057 \ m CLAMPS XI r EX. 2x8 @10" SISTER W/ / FL 5H HDR, UNDER WALL ABOV' �I j ttl O L- ed Z . ry TOP b ry 11 a v O I— _ _ _ 3 (2) x7 IL VL ® f� / N BOTTOM (2)WUDH3026 m 1 « o N ) LVL OR (2) 2x8 W/ STL 3_ _ 2r-1O" x I BACK HALL ry a Q SCREEN PORCH m o3 (3) 14x118 LVL Iz X N ®16 GUES�' ROOM x !V EbRE55 ry Up {21 2- 8_ J N o In n ® Tib MAHOGANY DEGKINb ON 2X10 BREAKFAST ROOM 108 II _ (il In f _� � � � 109 J p 016" CGA DECK JOISTS BELOW - - - W - _ s' Q GOATS $ W = " IlOy2 5' Id« 5' `�2" J a FOYE u - �— a F: 11 ' / d - 101 _ - _ _ _ I h o z, I / 3L2x5F USH H R cxv I nnfi Q11 (2) IjxIIJ LVL W/ (1) 3gxII 5T4 -0 NDER LLI Q 3) 2x10 DROV H R. NAWza32 - (3) 14x118 LVL WAV,N2432 _ n in m y J) PROVIDE GROUTED 2," 7, CMU BLOCKS '4 °9 BELOW RIDGE rro. sTA 6'- 2" s'-Oy2^ .�. 11117PROVIDE 2 LVL BENEATH WUDH3 26 PARALLEL WALLS ABOVE NEED �" PLYWOOD ROOF (2) LVL FLU5H 10R. tE{tHu,tp ry 1 SHEATHING INTO MAIN p �" - UIQC7EIz VVIZM A LINE of Ex. WALL ABOVE ids c irF (3) 2X6 BODY OF HOUSE W/ z LI 9 POST 4 2`I ° 4y2 O 3, b 126 -- ROOM 1210+5.1 CLAMPS O SHEATHING (0 PLAY IROO DOUBLED RR OVER WALL 102 M ry 1O.6" I P o - o Is' GUE T - O'- TOP 3 X —- -_- -- - (2)wuon3ozfi __ __ wuDH3oxs BOTTOM 11 11 d (2) LVL NV (1) x'1 S L PL_ GUEST BAT qx?4 LVL ie3yO !(1 ` =MH HP11q. A CERAMIC ON WDASE (fl - -(3)- 2x10FLUSH H17F2. BE T OJECT N L — --- -- --- - — LOW -- - — — - - PR O: _ H LVL H// LI) x7 5T PL '_ 2208 n _ FLUS DRAWN BY: TCS, Ul" _1 -- -wuDH3026 wuDH3026 —" WUDH3026 WUDH3026 EbRE55 ' TCS 3/26103 I EXTEND STL PL STL PL B_2,. ° „ 4,_4.. ® 2' 1/4 = �, -0„ INTO CHIMNEY SET ON "x5' xll" „ — -6 2- - - - - — 2' 2 —— —- - e °y2 SHEET TITLE: — — FIRST° 2b'-4 -- IT'_4' FLOOR OD TO GL AR CHIMNEY BY 1�" (2) �XI2" SHEET NO: ANCHOR BOLTS CHIMNEY SUPPORT FOR FIRST FLOOR PLAN RIDGE PLAN VIEW SCALE: 114" = , - 0" 4 SCALE: ," = V - 0" REV1510N5 - 4'-bY7" - 4-bY7" (pX05 110 WAWN3fi36 WAWN3fi36 OV -(2) 2x8 / lI1 eER — — S 7'f' NI lI A�A 30 High CA3 7 x w —72 m . 3 / / 2x8 HIPS / 12) WU H3026 N Lu METALS TEMP RED / / SEE DET IL SW- 11 - -- - O V3III , II m ) 2xl SII III � - l� o ZZ — ca 4 5 "I LU _ --- __-- �� III O n Q it BEDROOM 43 � '' a W III IIIhI � x 51TTING = III III I III % Yrl� l ' l l 11 Z = -- - - -- - N I . - / AREA - I I I I �� I G I I I 2 9 - I � - / 1 X X 3 24 I N ,2)MDH3b2a 'I N = j �I II �I li �" NEW 2X8 ®Ib'� W // (� O cn N -. I e I III / �/ / �- —m N 1 LU U H 2 4 - - "I ARChIEED OFIENINS '-" ` '- -- LL -- -- W 2x.8 13�2xI9_ -- 4'QY2.. (3)B'_O"' 4'-2Y2 IN LEI ING�' II I, / 0 2'�� -ry O- 2 .1 (O" I II, 1 /// > VO O 1 '1111111 �i __ _ _ z INFILL EXISTING STAIR I II 212 7 Z (� OPENING AINEMP f" / -') 'I TO MATCH EXISTING -- -- , III 213 W / LAA i Iz)wuDli3 4 I (^`� III -- -- 5ITTIN6 AREA �l MASTER N V 1', a x8 G.J. µgF c.mng III % BEDROOM \ / 209 IT 211 -- -- o BEDROOM #4 t p-16 11 In �z „ e T 2) 2x8 m m ® - - - - 1 al I I — m uN� / A HANGER ®48" OG -- - -- -- -- x P G210 j 1 -. (2) 2x �iII o u I2I ^ zoe IjIl — I ' ' a O l 6 n1WU14) -- -- in IIHALL n - 214 pl BIEDRDOM #2 lil °I� ;I� Ia q r� - -- _ VIII N - xII � � c N I a d)X 215LU J • -- _ a - �- __ _ -- x -.. - -L 5 - - ----- - -- WAW 2 2io6 b— -- II _ 3 '� --. G O T 20 MAIN HALL--�- ----- —� DN _ r aunt Iota-rn m w • ; 0 203 -In —SING (3) 2xl -- _ ry ped tr - ; - - IOY2" B'-O" 'V3 - _ 5'-10 _ __ DH3oza w • a b O' 1_ -- WINDOW SEAT P 204 5 -.- ING I W2" � 2e 6m --- -- O - _- TEMP RED + -- - - N 'I 26 r -- I I tiCb T __- WUDH3024 N ` t. 324 tI —0 BEDROOM #I MASTfE ' m �StrReD 4@,;y 205 .BATH A i u -+ —� - - - •I ^}_-_ iz N � ee n III s � '- I CJI �_ F. _-WUGH9622 m wuDH2sz2 f zzo r -- T -- EXI5TING G s. in- - - - -- - n PROJECT NO: 2218 BY: CS J II I I 'I i 1 T p .1.. WUDH302A - (2)WUDH3024 WUDH30245911 CHECKEDBY: TCS. TEMPERED Bm r si2si'ns II/ SHEET TITLE: - 8`W2" 12'-I�Y2° 12' SECOND 2e_3 FLOOR SECOND FLOOR PLAN -•' SHEET NO: SCALE: 1/4" = V - 0" 5 NEW 'TOYER' 5TRUCTURE WhNOOD SHIN61-E SIDING AND ROOFIN6, AND PAINTED WOOD FACING AT WINDOW RE R7 TOP PLATE 114 — zLU Z a W SECOND FLOOR _ - - -- - -- _ _ - _ - - _ SECOND FLOOR TOP PLATE FIRST FI-OOR - — - — — - - — - - - - - -_- - - - - --- - —__ -R --- - --_ - _ — -- - L OQ TOP PLATE OF FIR57 FLOOR Z 11 LE -- - - FIRST FIRST FLOOR _ _ _ Z U GRADE570NE VENEER ON EXISTING FOUNDATION ui U - FEE WALL (Tl'PIGAL) I EXISTING FOUNDATION TO REMAINI I I I NEW FOUNDATION NORTH ELEVATION ; BEYOND �� [] I I SCALE: 1/4" = 1' 0" r -------- -- ....... .... . .. EXTEND EXISTING ROOF OVERHANG 47 2 OVER DOOR AREA, W/4X6 KNEE BRACE5. A SEE SECTION m a• _ - In < ° a LL, 'i• � NEN MASONRY CHIMNEY YVSTONE - - - — -- - D LU _ — PAGING 2E a o W . 7u) U). iii �� � � � �`� -_ . . AV� _ __ _ , _ —. — \ — -- _ j_ — \ _ _—_ CEDAR SHINGLE ROOFING SECOND FLOOR CEILING ✓' . ,% __ - - - \\..- - - -- _ - - �___- _ - _ - _. ON HOOD LATH ON NEKEXISTINS ROOF RAFTERS A_— — -. �• �� - _ _ NEW SCREEN PORCH W/WOOD SHINGLE �/ '� _ _ _-- �� - —— _. _. — _ ___ -- - -_ _ —_ _ _ — _ NEYVEX15TINS PAINTED WOOD TRIM ROOF ON PLYWOOD DECKING r /• i _ � --_ —__ - — _ ___ _ QFC �. REMOVE EXI5TIN6 SIDING. PROVIDE NEW �.. �• ,.� ^ — ��-- \ - __ __ _ — _ / / .__ _ _ — -�\ -- CEDAR SHINGLES ON 150 BUILDING PAPERLi ON NEW/EXI5TIN6 HOOD SHEATHING. — SECOND FLOOR - _ - - - -- ---- - - - - - -- - - a� \ - - - - FL - ---- - - - P 13{ _ _ _ _ _ _ TOP PLATE OF FIRST FLOOR ROJECT NO: 2208 ' SCREENP 5 - W/BRONZE REENIN6 NECKED BY: _ TCS NEP4VIHEXISTING_WS WMEW SHUTTERS 70 MC 3126/03 _ - r �� -- _ -- — - - - - -- - - - SHEET TIT EFIRST FLOOR f GRADE NORTH 8 EAST�II j "V I I I I ELEVATIONS FOUNDATION BEYOND EAST ELEVATION I I I I SCALE: 1/4" = l' - 0" SHEET NO: 5 r' rl_--- ----- - - - --- ----- -- _. 7 ----------- - - --- --_ _ - _ --- - UY - - _ o �WIx ♦ O 0z z LLJ Z = 0 - - - Z ~RFFCP 48W LLF 0 uj I 1 I 11 I I L - -1-------------------------------------------J SOUTH ELEVATION SCALE: 1/4" = 1' - 0" al 2 In a•777-1 7777, S Jam , a � a —_ _ — W J --- — ---- — ------ -- _ _ — - -- - - NEW MASONRY CHIMNEY VVSTONE FAGINb W --._ - - - _ F Ik [EIR RAILING IN FRONT OF FRENCH DOOR W-W—.N Tk11RSiFq 33RUG7S7RE - — — _ 1. Sn IS LEAD C4ATE[tT INC FI ON PLY OD G NG 1 -_ ==y PROJECT NO - -- — — - -- 2208 UT — CHECKED A 6 r TCS - - 3/26/03 - - _ - - - Him 1/4" _- V -0" - - - -- — -- __ SHEET TITLE: _PFFP � SOUTH & WESI I I PAINTED WOOD RAILING AND CASED ELEVATIONS I - 1 F05T5 STONE VB. ON EXISTING FOUNDATIONS rl----J WALL ------------------ I' ________ _______� _ SHEET NO: WEST ELEVATION 1 SCALE: 1/4" = 1' 0" ------------ ------------L------- - -------------- ------------------ u� WUDH WUDH WUDH WUDH Al 3028 3028 2624 2614 2614 IL—A I _ 1 m T 0 2ax6e CIL PANTRY j v rq-4112 r-L K N x aJ 9FiELVES p m m KITCHEN Ili d CIO W Y OELLAR 1 BEDROOM #2m $ � OO Z O N x O T BEDROOM #I OVEN CASED 00 WUDH Al ~ W 10 q N 2exba pry OPENING 3028 Q Z uP �, ax6e m l Q VN IL IL I N � I I V I I I Yc0 Q W m Sox FOYER ELL PIT I'-e" DINING BELOW V/ Q s'-O" 1 ---- Lu °/ 2ax6a ROOM ____ Q O L_ — / 4" a" ( m �.J BATH m Z H X Fill.UP = pQPUMP ROO Q s 0 j m LIN - - — O j Q AARA6F R 3: � ry I ii Z V W �- I � 00VERED PORCH s° I i i II I i 2 dJ I LIVING ROOM —_ c0 —-- � Q� ii1 I I WUDH AUDH Al WUDH m 3028 3028 3028 3028 D6 z Y W _ _ W -j - ---------------------------------- UW Z _{• _J F � Q Li u W • u QI—• ryu3 CELLAR PLAN GARAGE FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/4" = V - 0" SCALE: 1/4" = V - 0" SCALE: 1/4" = 1' - 0" QF'�Sj C. S1 cH��P 2� GNU — --- --- PROJECT NO: 2208 DRAWN BY: -- FIFIF CHECKED RJB, UT WUDH AlWUDH WUDH — WUDH TS 3028 3028 3028 302 3028 2 / 10103 - -- - - - _-- - _- ---- GUEST LMI HOUSE - - - PLANS -- _ � SHEET NO: WEST ELEVATION 10"