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HomeMy WebLinkAbout30543-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30966 Date: 06/07/05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1120 WEST LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 88 Block 6 Lot 16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 19, 2004 pursuant to which Building Permit No. 30543-Z dated AUGUST 4, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CAROL ANN STANCS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2052206 05/17/05 PLUMBERS CERTIFICATION DATED 04/27/05 PECONIC PLUMB.& HEATING th ized ignature Rev. 1/81 __ - - -- Form No.6 n 'n TORN OF SOUTHOLD BUILDING DEPARTMENT I I� ,3R 2 8 2005 t TOWN HALL �. 765-1802 of DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANCY Sx"TKO','' _ L-1-own This application must be filled in by typewriter or ink and submitted to the Building Deparhuent 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 front Board of Fire Underwriters. 4. Sworn statement front plumber certifying that the solder used in system contains less than 2 10 of 1°0 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: L .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 I. 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. Temporan Certificate of Occupancy - Residential $15.00. Conmtercial $15.00 Date. �. I z 5y_2�0 SJ New Construction: Old or Pre-existing Building: (check one) Location of Property: \ I Z O l l) �Ow t.S t u4J cu cL House No. Street Hamlet Owner or Owners of Property: 1 S I t IN c�o Suffolk County Tax slap No 1000, Section Block O Lot I b Subdivision __ ___ Filed Map. Lot: Permit No. _ 3 h S H Date of Permit. Ute. Applicant:_ t7 h n / �7cn /_ k Health Dept. Approval: _ Undervriters Approval: Planning Board Approval: �- Request for: Temporary Certificate Final Certificate: ✓ _ (check one) Fee Submitted: x 1,3 Applicant Signature o 30 96� LM rs��LPLPrPrnr3J-d3 M .MMOMnMUMMrrrnr�rrrnrn�sr�rs� . o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU C5 5 TY 40 FULTTON STREETF C NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 G & S ELECTRICAL CONTR. RICHARD STANCS5 5 P.O. BOX 215 1120 SUNSET LANE S c5 SOUTHOLD, NY 11971, SOUTHOLD. NY 11971 5 5 Located at 1120 SUNSET LANE SOUTHOLD, NY 11971 5 SApplication Number: 2052206 Certificate Number: 2052206 �5 SSection: Block: Lot: Building Permit: BDC: ns11 �5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 �5 First Floor, Second Floor, Outside, J c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 17th May,2005. 5 5 Name OTY Rate Rating Circuit Tvoe 5 Miscellaneous C7 5 2 story addition-south side 5 5 Cj Appliances and Accessories 5 Electric Heater Baseboard 4 0 .25 KW 5 Electric Heater Baseboard 2 0 .375 KW rj 5 Electric Heater Baseboard 1 0 .5 KW 5 5 Electric Y.eater Baseboard 0 .75 KW 5 Wiring and Devices 5 Receptacle 14 0 General Purpose 5 Switch 13 0 General Purpose 5 5 Fixture 21 0 Incandescent 5 Receptacle 2 0 GFCI 5 5 5 5 seal 5 5 I of INJ rI This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. NO 5 5 Dr PLPLLPL [dJ'r3ffl3 rJrn rJ�rncn�rdJ�rPrJ J'�c r'J'rJrJrJ�rlrJrJ rP rJ r�rJ�cnrJrrdrrJ�rJrJ�rJ�rJ�rJ�rlr�rlrJ�c rdr�rJ�rJ�rJ�rJrJc17 o Town HWL 53095 Main Road Fax(631)765-4502 P.O.BOX 1179 Telephone(631)765-1802 SoudvAd,New Yak 11971-0959 BUILDING DEPARTMENT TOWN OF SOiTMOLD CERTIFICATION Date: 04),-i a Oo5 Building Permit No. 365'f3 2 Owner. �ich0.l-(L c�1ci- Coro( ff(�rLx (please per) Plumber. P�'L'Cwn i[` (please per) co,rg G x f��r-ry :37'Z I certify that the solder used in the water supply system contains less than 2110 of 1% lead. hrmbas � le Swom to before me this a day of I 20 0 5/ Notary Public, County V02LtOM Nnleg40_jhor �dN7Adt 0 01�1�/0�1 f o t� 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. 30543 Z Date AUGUST 4 , 2004 Permission is hereby granted to: CAROL ANN STANCS 40 KENWOOD ROAD GARDEN CITY,NY 11530 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 1120 WEST LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 016 pursuant to application dated JULY 19, 2004 and approved by the Building Inspector to expire on FEBRUARY 4 , 2006 . Fee $ 484 . 60 l Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .J REMARKS: DATE C INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r � DATE 3 INSPECTOR JANIES•i. DEERKOSKI, P.E. 260 Deer Drive Nlattituck, N.Y. 1195 2 (631) 298-7116 To: Town of Southold = 3 Re. Insolation Inspection Swics t t20 West Ia. Southold, NY 11971 Permit# 30513Z To Whom It Mav Concern: An Insulation Inspection suits preformed at the above mentioned property, all insulation was installed as per Plan and nneets all State and local Building Codes. Any questions please feel free to call. zF4ys St cerrl� V 9 LJ \rkoski P.L. \ � Y •11 Mark K. Schwartz, AIA —Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-4185 November 16, 2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Stancs House 1120 West Lane Southold, New York SCTM# 1000-88-06-16 To Whom This May Concern: Due to the current delay with the Building Department inspection scheduling, the Owners and the General Contractor of the aforementioned project have asked me to complete the framing, strapping and plumbing inspection to avoid project delays. I have inspected the framing during the construction and on Tuesday, November 16, 2004, 1 was on site to review the completed framing, strapping, and rough plumbing. The vent and waste lines were filled and all other piping pressurized. The framing, strapping and rough plumbing have been completed as shown on plans and meet or exceed the current code requirements. Please call this office if you have any questions or require additional information. Very truly yours, SO �p SCy� 0\o N • Mark Schwartz r . 0'2?34 !f •,r. -e Stant BldgDept.doc New York State Department of Environmental Conservation Am of Envirbnmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Isba Phone: (631) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT Carol/Richard Stanc February 4, 2004 40 Kenwood Road Garden City, NY 11530 Re: Application #1-4738-00085/00003 Stanc Property, 1120 West Lane, Southold, SCTM # 1000-88-06-16 Dear Mr. & Mrs. Stanc: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property that is landward of the bulkhead, which is more than 100 feet in length, and existed on or before August 20, 1977, as shown on the survey prepared by Joseph Ingegno dated May 21, 2003, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that. all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc ely, ark C Carrara Permit Administrator cc: Mark Schwartz, Architect MHP file QgpFFO(,� Albert J. Krupski, President Q�. CQG Town Hall James King,Vice-President pphi 'y� 53095 Route 25 Artie Foster O P.O. Box 1179 Ken Poliwoda h Z Southold, New York 11971-0959 Peggy A. Dickerson 'f'�O aQt' Telephone (631) 765-1892 Fax(631) 765-1366 I !i ' APR 1 529 ' BOARD OF TOWN TRUSTEES { f j TOWN OF SOUTHOLD IT CERTIFICATE OF COMPLIANCE # 0032C Date April 18, 2005 THIS CERTIFIES that the second-story addition, steps and deck At 1120 West Lane, Southold Suffolk County Tax Map # 88-6-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/14/04 pursuant to which Trustees Permit# 5868 Dated 2/25/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is to construct a second-story addition to dwelling, steps and deck The certificate is issued to Carol Stancs owner of the aforesaid property. Author�d SignatuEe n /o v _ 8 _�� TOWN OF SOUTHOLD VROPERTY RECORD CARD o OWNER STREET //2o VILLAGE DISTRICT SUB. LOT FOR ER pWNER �n� , e N E �f ACREAGE t� 's' ('c' ,e 1, lvuJriN d/L , 6 a I r �Z S r W n TYPE OF BUILDING J,.i.. c., .• z .p tet..) �' RES.�19'6 SEAS. ! VL. RM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS 2fD d D D oGo o_o , /0/4p - o z. Es-I c, 54 ncs - O ( l,6—&% s � uav /6ou 3i, ao ti-'30/b /D� � ia 'Lp _ .2 � � � = 4700 18,00 a 740 E UILDING DI 7 NEW NORMAL B OW ABOVE 30©0 YR K, 00 7400 5 15143 -- a 14385 i YVcodland swampland 3rushlond p-i - House Plot~ —' roS i T --�--'Er --~ 3 _ M. Bldg. ? v {Z � ✓ OO �y��— Foundation e- Bath Extension Basement JAttic loors �� E Extension I - - � � �- Ext. Walls - Siaterior Finish _ I Extension Fire Place eartVL" 5Y p Porch � — 8X S- = if U Porch Rooms list Floor e Breezeway' Patio Rooms 2nd Floor Garage Driveway — i i r y I COLOR 4ITT3 r2liw ' TRIM (o I qo - O F _ � Foundation B Bath Dinette 3 � i nsi n5Xq = 20 °O �y Basement CRAWL Floors poyL Kit. SLAB Extension 5 �6 " HO Ext. Walls 8 : 9 V N C�a Interior Finish L.R. Extension Fire Place SLS Heat C D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck I Z X g5 = 540 5 (, )*7 Attic Breezeway a Rooms 1st Floor LR K 1 Q Garage Driveway Rooms 2nd Floor O.B. VD Pool *73 ) 591 Albert J. Krupski, President Saf F814,0�,� co, Town Hall James King,Vice-President h`Z` Gy 53095 Route 25 Artie Foster O P.O. Box 1179 Ken Poliwoda W Southold, New York 11971-0959 Peggy A. Dickerson O,y�O aO`� Telephone(631) 765.1892 j Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 25, 2004 Mark K. Schwartz, AIA P.O. Box 933 Cutchogue, NY 11935 RE: CAROL STANCS 1120 WEST LANE, SOUTHOLD SCTM#88-6-16 Dear Mr. Schwartz: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 25, 2004 regarding the above matter: WHEREAS, Mark K. Schwartz on behalf of CAROL STANCS applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 14, 2004 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 25, 2004, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the C Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of CAROL STANCS to construct a two-story addition with main entry, steps and deck, and new access to basement, with the condition a 10' non-turf buffer is maintained landward of the bulkhead, and as depicted on the survey prepared by Joseph A. Ingegno last dated May 12, 2004. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $5.00 per inspection. (See attached schedule.) Fees: $5.00 Very truly yours, to. 4 - �► . Albert J. Krupski, Jr. President, Board of Trustees AJK/Ims s > s•vi s Board Of Southold Town Trustees f SOUTHOLD, NEW YORK PERMIT NO. . . ..'S��Da.. DATE: ...Feb. 25, 2004 t A ' ISSUED TO ............................................ CAROL............ ...........STA.. NCS... .. ................. .......... ................. 3 C� Pursuant to the provisions of Chapter 615 of the Laws of l the State of New York, 1893; and Chapter 404 of the Laws of the Y State of New York 1952; and the Southold Town Ordinance on- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.'. and in accordance with the Resolution of The Board adopted at a meeting held on ...Feb. 25, 20...4. 0 ..._... and in consideration of the sum off ?00. 0 paid by ..0 ` Carol_ Stancs t .... ... ......................................._... . ........ . ... . x, c of ............Southold . _ . ....... ........ N. Y. and subject to the ....... ...... Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: S Y Wetland Permit to construct a two-story addition with main entry, steps and deck, and new access to basement, with the condition a 10' non-turf buffer is maintained landward of the bulkhead, and as depicted on the survey prepared by all in accordance with the detailed specifications as presented in the originating application. Joseph A. Ingegno last dated May 12, 2004. d` IN WITNESS WHEREOF, The said Board of Trustees bore- a• by causes its Corporate Seal to be affixed, and thesepresents to A be subscribed by a majority of the said Board as of +his date. o v' AA 6 yr � Artie Foster. (absent) I �� - T►asteer Js New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 v Phone: (631) 444-0365 • FAX: (631) 444-0360 - Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT Carol/Richard Stanc February 4, 2004 40 Kenwood Road Garden City, NY 11530 Re: Application #1-4738-00085/00003 Stanc Property, 1120 West Lane, Southold, SCTM # 1000-88-06-16 Dear Mr. & Mrs. Stanc: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property that is landward of the bulkhead, which is more than 100 feet in length, and existed on or before August 20, 1977, as shown on the survey prepared by Joseph Ingegno dated May 21, 2003, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc ely, 4` ��GGtf,C2 ark C Carrara Permit Administrator cc: Mark Schwartz, Architect MHP file 1 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\Stancs House.cck TITLE: Stancs House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:05/10/04 PROJECT INFORMATION: Stancs House 1120 West Lane A,. Southold,New York �����`�� CS•��� COMPANY INFORMATION: Mark K. Schwartz,AIA-Architect,PLLC { it N P.o.Box 933 Cutchogue,New York 11935 t Qk +COMPLIANCE:Passes �7? J223 A 4 Maximum UA= 183 Your Home= 178 2.7% Better Than Code Gross Glazing Area or Cavity Cont. or Doan Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 170 30.0 0.0 6 Ceiling 2:Cathedral Ceiling(no attic) 190 30.0 0.0 6 Wall L Wood Frame, 16"o.c. 1157 13.0 0.0 79 Window 1: Wood Frame,Double Pane 168 0.330 55 Door 1: Solid 21 0.500 11 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 450 19.0 0.0 21 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 plans or specifications are in compliance with this Code. Builder/Designer_ Date___ MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 05/10/04 TITLE: Stancs House Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I L Wall 1: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: I Windows: [ ] L Window L Wood Frame, Double Pane, U-factor. 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ] Yes[ ]No I Comments: I Doors: [ ] 1. Door 1: Solid, U-factor:0.500 Comments: I Floors: [ ] I I. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be l)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. I Vapor Retarder: [ ] 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. [ ] 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. ` [ 1 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: [ ] 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. [ ] 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. I Electric Systems: [ J 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: [ J Water beaters 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 1. 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: [ ] IIVAC piping conveying fluids above 105 °F or chilled fluids below 55°F must be insulated to the levels in Table 2. Tahle l 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(_) Up to I„ 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 1.0 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 Ran e F 2" Runouts I"and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) any 1.0 LO 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) Mark K. Schwartz, AIA --Architect, PLLC • P.O.Box 933 Phone:(631)731-4185 Cutchogue,New York 11935 Pax:(631)734-4185 August 04,2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions &Alterations to Carol Stancs Residence 1120 West Lane Southold, New York 11971 (SCTM#1000-88-06-16) Dear Pat The following are amendments/clarifications to the plans submitted: 1. The flow thru vents will be installed so the bottom of the vent will be 12" above grade or less. 2. The New Bedroom window on the South Elevation will be a CW 25 unit with a 20" clear opening width and 8.6 sq ft of clear opening. 3. We have located and inspected the existing septic system. The system is in good condition and is adequate for the 4 bedroom residence proposed. 4. The new porton of the south deck will be set back from the existing deck about 6" or more in order to maintain a dimension from the bulkhead of 64.2' or more. Please call this office if you have any questions or require additional information. Very truly yours, �OA7j IN SC A • r Mark' riz 'r �a 02233q t, Stant BldgDept.doc r' FIELD INSPECTION REPORT DATE COMMENTS C) LA FOUNDATION(IST) V a ------------------------------------- 17-\// 7!F t;� FOUNDATION(2ND) � O H ROUGH FRAMING& rn PLUMBING — -- a r INSULATION PER N.Y. STATE ENERGY CODE --- . O C� FINAL ADDITIONAL COMMENTS S ,O z --- z m V 0 z _ - v 0 a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of HealthAV _ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 s Planning Boyd approval _ FAN: (631) 765-9502 —� Survey ✓/ «M1vw. northfork.net/Southold/ PERMIT NO. �j05 V3 � Check4� (,51 Septic Form / N.Y.S.D.E.C. Trustees T Examined_ 20Oq Contact: Approved_ , '`0 yM��ail to: C � Disapproved a /:o c •�.Y '33qA Cl17?% r*;F. Phone: 7 p J Expiration___ -L . 20Qfo Building Inspector li ( 9 APPLICATION FOR BUILDING PERMIT Date 6 D 20 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. riot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Departnent for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New 1 ork, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and re lat' ns, and to adnut authorized inspectors on premises and in building for necessary inspections. ( tur tgnae of applica t or name, if a corporation) Pow r33 Cvrc�c� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, ngineer, 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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �` /2 o WEST Lf)tiE J d071YP(-V House Number Street Q Op/Hamlet Q 5 County Tax Map No. 1000 Section Q Block Lot '(o Subdivision Filed Map No. Lot (Name) .2. State existing use and occupancy of pre es and intended use and oc pancy of proposed construction: a. Existing use and occupancy N FA.N/cv It-fr1045AI b. Intended use and occupancy S�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costa .4)4("V• Fee • a'. (To be paid on filing this application) y if dlve.11i�g,.rtuTnbeif dwelling,units Number of dwelling units on each floor If garage, jiumbertars 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 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 N 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 NOXWill excess fill be removed from premises? YES NO 40 14.Names of Owner of pr ises l.H ac J t+�S Address N Ci �� Phone No. S/6 T4 Z- V 7,j� Name of Architect Xle V— Sc, AddressAV -X 03 Phone No ,3 ,?I- Name of Contractor J41" 6EK 7.4 A// Address Phone No. T J"- /5-9 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES K NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT,$MAY BE REQUIRED. b. Is this property within 300 feet of.a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE-REQUIRED. 16. Provide surve io. le,,with accurate fou)idation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet cY below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF T C h.//%0?-- Z being dt�l�sworn,'deposes Ad Lays that(s)he is the applicant IqAe K J(Name of individual signing contract) above named, (S)He is the /Z (C &tractor,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 me this -- Z day of 20 V Notary Public Signature o Appl cant LINDA J.COOPVR ,.. Notary Public,State of� NYork • No.4822563,Suffolk Ca�0,U 'term Expires December 31, K-L)+d IT -x ry y--1 gE Applicant/ Date. Owners Name:.. �. `Reviewed: Architect/ Date Engineer: 0 Submitted: �— SCTM : Dis(rict: 1.000 Section: Block: Project Subdivision Location: I/20 w�� --- — Name: $ingle d% separate Required cerllfcadon: (Yes f No) Rte' RW Laniag i>islricC (L (l of size: _ Aclual: I (lAl covcraBc Req. Req. , J Irmnl Yard 35 Proposed:—A=t (Side Yard Proposed. (Rear Yard r Proposed Project Description: AGENCIUMMM Pew. RES?UIRED F'OR FyrFw YM Number Suffolk County Health D New York State. D. E.C. Town Tnistees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: No �� 44 SURVEY OF PROPERTY �\ SITUA TED A T I \ BAYVIEW TOWN OF SOUTHOLD 1 \ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-06- 16 SCALE 1 "=30' OF ti' j��,,oR MAY 21 , 2003 NOVEMBER 20, 2003 ADDED PROPOSED ADDITIONS LE' R JANUARY 19, 2004 ADDED 1 st. FL. EL. k FLOOD ZONES ^ S 6,° �: O _ MAY 12, 2004 ADDED SEPTIC SYS. LOCATION & MOVED PROP. CELLAR ENT. AREA = 17,433.77 sq. ft. 2 • qr (TO BULKHEAD) 0.400 ac. 100 00, 300 00- �8 �\ STOR .tiftbAP PREPARED IN ACCORDANCE WITH THE MINIMUM / / d O, w �� STANDARDS FOR TITLES EYS AS ED ANDSTABLISHED FORTED T SUCH USE BY THE L.IALS. AND NEW YORK STATEADOLAND NE 2 ti 38 3> ��<F��e� / who �� ,® dO Afp ® N.Y.S. Lic. No. 49668 �C UNAUTHORIZED ALTERATION OR ADDITION TO THIS 7209SURVEY IS A VIOlAT10N Joseph A. Il'lgegno /� OT S. SECTION 72LOF THE NEW YORK STATE 1� EDUCATION UW. S THIS S1 MAP rA OR �R 1. EXISTING LOT COVERAGE IS 2, Land Surveyor 002 sq. ft. OR 1 1 .489: OF TOTAL LOT AREA. THE rHE tANO stne+�ro1�'s WED sFi�L 2. PROPOSED LOT COVERAGE IS 2,608 s ft. OR 14.96% OF TOTAL LOT AREA. EMOPSSED SEAL SHALL NOT BE CONSIDERED 0-f+ t('�^�� + q TO'BE A VAUD TRUE COPY. 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM CEMWICATIONS INDICATED HEREON SHALL RUN EXISTING ELEVATIONS ARE SHOWN THUS: ONLY TO 711E PEIVM FOR WHOM THE SURVEY Title Surveys - Subdivisions - Site Plans - Construction Layout - FIRST FLOOR IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, owtRNMENTAL AGENCY AND 4. FLOOD ZONE INFORMATION TAKEN FROM: LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fox (631)727-1727 fNSn- FLOOD INSURANCE RATE MAP No. 36103CO 169 G TTU110N c�TIONS THELENDINGTRANSFERABLE. OFFICES LOCATED AT "LING ADDRESS ZONZ AE: BASE FLOOD ELEVATIONS DETERMINED THE EXISTENCE OF RIGHTS OF WAY 322 RonNOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED,ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD WAVE ACTION ; ANO. EASEMENTS OF RECORD. NTEED, RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 BASE FLOOD ELEVATIONS DETERMINED 23-1920 ! SURVEY OF PROPER i SITUATED AT BAYVIEW I TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW Y j S.C. TAX No. 1000-88-06— SCALE I "=30' So �'dE MAY 21 , 2003 NOVEMBER 20, 2003 ADDED PROPOSED ADDITIONS JANUARY 19, 2004 ADDED Ask. FL. EL h FLOOD ZOO ^� � S ,• v.`fPO4.0 - MAY +2. 2004 ADDED SEPTIC SYS LOCATION At MOVED PROP AREA = 17,433.77 sq. ft. (TO BULKHEAD) 0.400 cc. 706 00, NY - A�, �,r. Soo. / "1 tpl ��t✓� \ / 0 Op• X I �iy�` �_ J •z uo o� Qdm Q Q a , s 's R S �4e, Ry 4V f V 0 � 1 AP /p ,�"�..f ` ,Cv,�� PRCPARED M ACCORDANCE WTT•, THE MINIMUM / a. �` w i STANDARDS FOR TITLE S EYS AS ESTABLISHED � BY 1'NF I.!A LS. AND ROVED AND ADOPTED f / ` yyV FOR SUCH USE BY 7 NEW' YORK STATE LAND CNE /V J' ./ �r� N.Y.S I_,� N._. -- 0 g JNAURiOP)ZED 4tERA7,ON OR ADDITION ck SE T,� SURVEY 15 A VIOLATIONWYO � Joseph A. fngegr SECTION 72LA OF THE NEW t'ORK STATE T NOTES: EDurAnDN LAW. Y' COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 1. EXISTING LOT COVERAGE IS 2,002 sq. ft. OR 11 .48% OF TOTAL LOT AREA. 117E vS sunrE oR's NKEa sEr� OR `V -- -- c 2. PROPOSED LOT COVERAGE IS 2,608 sq. ft. OR 14.96% OF TOTAL LOT AREA. EMB ED TR E N007 BE CONSIDERED t�v✓, — ------- r 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM CERTIFICATIONS INDICATED HEREON SHALL RUN EXISTING ELEVATIONS ARE SHOWN THUS: ONLY TO THE PER" FOR WHOM THE SUMOCI T]t;e ,,.rveys -- S:b Sa+sons S;k duns — Cwst% cfa FIRST FLOOR IS PREPARED, AND ON HIM BEHALF TO THE (RLE COMPANY, 0MRNMENTM AGENCY AND 4. FLOOD ZONE INFORMATION TAKEN FROM: LENDINGS 'ANsnTE� TOFIS E°� �DING nAND PHONE (631)727-2090 Fox (631)721 TO TFLOOD INSURANCE RATE MAP No. 36103COi 69 G TUT". CERTIFICATIONS ARE NOT TRWSFERABLE I AMM, coCkrep AT "UNC AOO I ZONE AE: BASE FLOOD ELEVATIONS OETERMINED THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box T ZONE VE' COASTAL 7100D W!TN VEIOC! HAZARD (W4\/[" qr T'(1NIF " AND/OR EASEMENTS OF RECORD,ANY. NOT SHOWN ARE NOT GUARANTEED. RIVFRHFAD, New YO'k 11901 Riverhend, New York II V BASE FLOOD ELcVATIONS DETERMINED WEND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I � •� I I I I I . I I ' I • I ,t o I� ' J/`y� ��iN SC,�•S aJ� I, ULTIPLE SECTION ASSEMBLY: 1/4'THICK BOLTS @ 2'OC Ij- • . • L II II I I; J223Z 1a Nit, I I N.T.S. Il I I II la.-" FOR PANEL SPANS: I I I •I I 4'OR WIDER SPAN I I I I I I 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') 2x4 STRONG-BACKS Q 24'OC I I I I ,I ,I ASSEMBLY: I 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW Q 12"O.C. I I 2).ATTACHING STRUCTURAL PANEL'FASTEN TO BUILDING w/ h #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW Q 16'O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 1Y O.C. • r 1 4.0 ROOF VENT ROOF Li 4 ATTIC 11/4 1114 11/4 1112 119 1114 3 SH WER SH WER SECOND FLOOR 1 tl4 J J ] 1 19 C. 1 C.O. KITrHFN RATH 1 3• 11/4 4 1112 119 4 3 F.A.I. BA IN SH WER FIRST FLOOR R 1 V4 ] 4 • Rf C.OI 13 zo N •, N 1/ 1114 119 4 , .b l• W.M SIN A • a � BASEMENT 1 C.O! 112 11/2 —4011 -oA _ 4•GI. TO APROVED SEPTIC SYSTEM HOUSE TRAP SLOPE" 114" PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T.S. TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIFT METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN lbs. INSTALLATION BY MANUFACTURE. b, 1408 PRODUCT UPLIFT GALV. MINIMUM B' 1618 NUMBER DESCRIPTION lbs. FASTNER REQUIRED 20 10, 2341 44 POST: (12) 16d COM. NAIL 12' 2611 PBS44 POST CAP 1815 BEAM: (12) 16d COM. NAIL b' 1859 44 POST: (8) 16d COM. NAIL 28' 8' 2419 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10, 9098 12' 3,115 KC44 44 COLUMN CAP 3265 BEAM/GIRDER: (2)5/8' BOLTS b 2.510 POST/COLUMN: (2)5/8"DIA. BOLTS 36, 8' 3081 10' 3651 PAU44 44 2240 FOOTING/PIER:5/8'x7"ANCHOR BOLT 12' 4621 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAILS CBE44 4x4 3585 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1/2"DIA. BOLTS UPLIFT CONNECTIONS FC R: 44 WET POST ANCHOR KC644 5650 ,o JOISTS-TO-GIRDER I HEADER COLUMN BASE POST/GIRDER: (2)5/8"DIA. BOLTS DECK CONNECTION MIN. 8d NAILS 6x6 POST: (12) 16d COM.NAIL o SPAN caPaclTY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM. NAIL 0 12' 421 Ibe, 4 PBSE66 6x6 1430 POST: (8) 16d COM. NAIL o I6' 526 be. 5 END POST CAP BEAM:(8) 16d COM. NAIL a o _ — _ _ _ KCC66 5225 5/8,DI „III=IEll_III_IIIEl.,al II III^III=„III-III=11 „III-III-III „ 20' 626 Ibe 5 6x6 BEAM/GIRDER: ( BOLTS 24' 126 Ibe b COLUMN CAP POST/COLUMN: (4) A. BOLTS 28, 626 Ibe. 1 TYPICAL DECK 32' 921 lbs. 8 6x6 FOOTING/PIER: 5/8"x7"ANCHORBOLT N.T.S. 36' TIO Ibe. 1 PAU66 POST ANCHOR 2350 POST/GIRDER: (12) 16d COMMON NAILS CBE66 6x6 WET POST ANCHOR 3570 COLUMN BASE POST/GIRDER: (2) 1/2”DIA. BOLTS KCB66 6x6 WET POST ANCHOR 5640 COLUMN BASE POST/GIRDER: (2)5/8'DIA. BOLTS RT10 TY-DOWN 585 JOIST: (6)8d COMMON NAILS ANCHOR HEADER/GIRDER: (6)8d COMMON NAILS ALT. RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS ANCHOR HEADER/GIRDER: (4) 10d COMMON NAILS INSTALLATION NOTES: �0 Aqc:.+, 1).ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR � $Cyti A� 2). HEADER& GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP Qft N 3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS. a4 43 ' JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. r 01�, J2233Q t or s FRAMING NOTES 1. All framing lumber shall be grade stamped DOUGLAS FIR- Larch structural grade no. 2 or better. 2. All sheathing to be APA rated, exposure 1, 5/8" min. thickness. 3. All subflooringto be APA rated, STURD-i-FLOOR, exposure 1, T & G �r 3/4"min. thickness. All edges of plywoodto be set on solid blocking. Glue and nail all sheets. 4. All headers 6'-0" and over shall be supported with double uprights, 9'-0" and over with triple uprlghts.All headers shall be a min. of 2-2" x B" or as shown on drawing. 55'-7" 5. Solid blocking shall be provided for all joists and floor beams as per N.Y.S. code or as noted 0 B'-O" o.c. min. Provide 2" space for air circulation in roof. 6'-0" 17'-7" NEW CONSTRUCTION 32'-0" EXISTING STRUCTURE 6. Double framing around all openings (SKYLIGHTS, STAIRS ETC.) NEW DECK or as noted on drawings. PROVIDE S"W CONC 7. All flush wood connections shall be fastened with rated FTG TO 3' BELOW GRADE galvanized metal connectors by "TECO" or approved equal. FOR RISER & STRINGERS 6. All flush wood connections shall be fastened with rated galvanized metal connectors by "TECO" or approved equal. 9. Nailing schedules shall be as per the N.Y.S. Building Code as a _--_ - - ____________________________________________ minimum. All 2" x 6" studs shall receive 5-IOD nails at sill and ------------- -- _ � -- T------ - plate. All exterior nails shall be galvanized. r --________ 9 A3 55'-7" 6'-0" 17'-7" NEW CONSTRUCTION 32'-0" EXISTING STRUCTURE S ` ,0� ,/, NEW DECK •�"� 81_101• 1 ^(J NEW STAIR SIDEWALLS W/ HANDRAILS TO MATCH EXISTING F� NEW BENCH TO MATCH NEW BENCH TO MATCH EXIST BENCH I U I � I J 0 Q I � NEW DECKING MATCH EXISTING 4" X 6" POSTS (TYP) 1o EXISTING DECKING Lnx w a FWG 120611-4 J > z a o REUSE EXIST o tO � (3) 1 3/4" % 11 7/e" MICROLAM � CWi6 w m m 1 x m TO SIDEWALLS W/MATCH EXISTING GRAILS (2) 1 3/4" X 9 1/2" MICROLAM FLUSH y v 111/2" STL FLITCH PLATE s I II 11 � I I WALL TO I U II d o LINE OF WALL ABOVE J � EXISTING MATCH --___ - LL _ I LINE OF WALL ABOVE I I OPEN TO ABOVE I NEW DECKING (\ m x I EXIST WALLS ABOVE `) MI I \\ r____4,_D7r_____ __J 4" X 6" POSTS (TYP) 1IJ. 1 \ TRIMMED OPNG. II /1 �W G— OP \ (2) 1 3/4" X 9 1/2" ` — MIC_ROLA_M_-- y iv I 2-2" X 10' \ N N HANDRAIL 9'-4 l2" 2'- 4'-10 1/2"' \ '� z 'o 0 _I gll w x o n o .. 066 \ N m I BILCO ENT _ '(2r7P/4" X 9 00 MICE —_ OLAM m 1 ° o w a l I i� mo o LINE WALL OP "'ll ABOVE6: (2) 1 3/4" X 9 1/2' 1 2-2" X 10' ?9 I — — C24 HOSE NEW FLOOR TO BE REF BIB LEVEL W/ HOUSE 26" W X 24" DP 60" H I � 12" DIA TUSCAN �� I EXIST DECK PRECAST COLUMN ; I1 TO REMAIN �ry�y9 i\I Y-6" X 5'-0" PLATFORM NEW PLATFORM t--I & STEPS 48" HIGH WALL a m � M 5'-0" DECK 18'-0" NEW CONSTRUCTION 31'-7" EXISTING STRUCTION NEW DECK 49'-7" F I R S T F L 0 0 R P L A N AS SCALE: 1/4" = 1'-0" 0Apt, DATE: 5 - 26 - 05 5 TANGS HOU 5E `W SCyya� REV: I - 2T04 NE STLANE W o n MARK K. SGH ARTZ AlAIA 50UTH0LD. N Y q+ A R G H I T E G T. PLLG raEv: 4 - 5 - 04 P.O. BOX 933 GUTGHOQUE, N.Y. 11955 1. 651 - 754 - 4185ovv FLOOR' ((O ((Oh PLAN'ti 9t J22339 .� P L A N BEET 2 OF 5 s 49'-7" 16'-0" NEW CONSTRUCTION 31'-7" EXISTING STRUCTURE 9'-0" I ROOF OVERHANG .' ---------�-- —z -- Ir------------- -- —II o I I I i NEW EXISTING `I II II 1 m � N I \ g M I ---I---- ---)--- `N 0^ OPEN TO BELOW BEDROOM I I I I I I J L J I I I N ? \ I I .1 NEW BEDROOM o J 1 Y I M�Nf (2) 1 3/4" X 11 7/8" MICROLAM _ a1,o7a cio¢a�IIIi�I II EXIST RIDGE (2) 166 3'-0" 5'-8" _________ NEW BATH ____ ____ ________---________ WALK IN I FULL CLOST asa'I No HGT AB ® IIIIIIj I II o I BEDROOM BEDROOM WALL BELOW I I rCOLUMN BELOW I I NEW EXISTING I I/Y I I ------ ------------ ---- ------------ ----------- --- — _J --------- ------------------ -- ROOF ---------------- —ROOF OVERHANG R 0 0 E P L A N SCALE: 1/8" = 1'-O" dl 17'-7" 32'-0" NEW CONSTRUCTION 32'-0" EXISTING 49"-7" s S E C O N D E L 0 0 R P L A N AS SCALE: 1/4" = 1'-0" �yf 0AMeAk DATE, 5-26 - 05 STANGS HOUSE \IN SC a h2y REV 1 - ]4 - 04 WEST LAN E �o 1'�\a MARK K. S G H W A R T Z AlA 50UTHOLD. N.Y. ARCH T E G T. PLLG RE`/' 4 - 5 - 04 P.O. BOX 953 Y GUTGHOQUE, N. . 11955 At .) ` 1 J2230P' 651 - 454 - 4185 LOOR PLAN SIM 3OF5 NEW CONSTRUCTION EXISTING I El I I ® I I I I I I I I I / I Ell Ell / / I I / \ / \ I I --------------------------------------------- FIN 2ND FLq --------------------------- ---------------- ------------ -- FN 2ND FL El D f— ------------------------ /// ElEl \ Ell] \ / FIN 1ST FL_S ❑ ❑ ------------------------ ------------------ -------------------- -- -------- --------- FIN 1ST FL NEW BILCO E A S T E L E V A T 1 0 N N 0 R T H E L E V A T 1 0 N EXISTING NEW CONSTRUCTION I I I I ® I I I OI ------- FIN CLG I I I I / \ I i El \\ //\ FIN 2ND FL H L El FIN 1ST FL NEW BILCO y } 0 'C4p`. DATE: 5-26 - 05 SC5 SS S 0 U T H E L E V A T I 0 N No` � P REv: 1 - 27 - 04 AESTLANEE MARK K. SGHAARTZ AIA / C N S O U T H O L D N -r. + A R GH I T E G T PLLG RE:v: 4 -5 - 04 yM e � P.O. BOX N.Y. I P GUTGHOgUE, Y. 1935 4 1�. 22339 -t0 631 - '134 - 4185 ���v � - ' lALljVATIUNS 5NET 40F5 (2) 1 3/4" X 11 7/8" RIDGE CONT RIDGE VENT (2) 1 3/4" X 11 7/e" RIDGE CONT RIDGE VENT ROOF SHINGLES TO MATCH EXISTING 1/2' PLYWOOD ROOF 30# BUILDING PAPER ROOF BEYOND 2" % 8" - 16" O.C. C.J. R-30 INSULATION ROOF BEYOND ROOF BEYOND ROOF SHINGLES TO O.C. 2" X 10" - 16" R.R. MATCH EXISTING 2" X 8" - ifi" O.C. C.J. 1/2" PLYWOOD ROOF 30# BUILDING PAPER R-30 INSULATION 12 12 2" X 10" - 16" D.C. R.R. Nile 13 1/2E PROVIDE L.C.C. PAN ® 10, INSULATION WINDOW WELL (TYP) 1/2" GYPSUM WALL BD. R-19 ANON ON WALLS & CLO, ROOF SHINGLES TO (3) COATS OF SPACKLE / / R-19 2 COATS OF PAINT MATCH EXISTING �/ / / n PLYWOOD ROOF BEDROOM BATH INSULATION ❑ / // / in SIDING TO MATCH EXISTING R30# BUILDING PAPER-3 1/2" COX PLYWOOD SHEATHING R-38 INSULATION 3/4" PLAYWOOD mj TYVEK HOUSE WRAP 2" X 10" - 16" O.C. R.R. SUB FLOOR i� 2" X 6" - 16" O.C. WALL STUDS / / 3/4" PLAYWOOD FACIA & SOFFIT TO / GLUE & NAIL R-19 INSULATION / FLOORSUB MATCH EXISTING GLUE & NAIL PROVIDE CONT. VENTING 11 1:9 11 1 // (TYP) 5/4" X 6" CEDAR DECKING FACIA & SOFFIT TO TO MATCH EXISTING MATCH EXISTING 1/2" GYPSUM WALL BD. ON 2" % e" - 16" O.C. CCA R-30 INSULATION -30 INSULATION ON WALLS & CLG. SUB STRUCTURE �3) COATS OF 2) COATS OF PAINT LE o 1/2" GYPSUM WALL BD. SIDING TO MATCH EXISTING ON WALLS & CLG. 1/2" COX PLYWOOD SHEATHING (3) COATS OF SPACKLE o TYVEK HOUSE WRAP m KNEE WALL i6" O.C. 2 COATS OF PAINTCLOSET CLOSE2" % 6" - 16" O.C. WALL STUDS 3/4" PLAYWOODMATCH EXISTING R-19 INSULATION SUB FLOOR GLUE & NAIL 3/4" PLAYWOOD M SUB FLOOR GLUE & NAIL (2) 2" X 6" CONT CCA SILL PLATE ALUM TERMITE SHIELD 5/8" DIA A. BOLT - 3' O.C. 2" % 10" - 16" O.C. F. . 2" X 10" - 16" D.C. F.J. R-30 INSULATION CRAWL SPACE I R-30 INSULATION I (2) 2" X 10" CCA GIRDER I I el ¢ I I 4 X 4" CCA POSTS I L I I LJ 2' SCRATCH cont 2" SCRATCH COAT 8" WALL ON CONC SLAB (3) 2" X 10" GIRDER CONC SLAB 12" DIA RS (TYP) B" P.C.. 6" LL FTG. i6" X 8' CONC BLOCK ON CONC PIERS (TYP) 30" X 30' X 12' CONC FTG 8" P.C, WALL ON W/ 2" X 4" CONT KEYWAY W/ 2" X 4" CONT KEYWAY SEC TI ONAS S E C T 1 0 NAI O wq ' DATE: 5- 26 - 05 `�4 �,M SCyti r 5 T A N G 5 HOU 5 E O Fla\o MARK K. 5GHAARTZ AIA Rev` 1 - 21 - 04 NEST LANE ARCH T E L T PLLG REv: 4 - 5 - 04 5 0 U T H O L D N 'r P.O. BOX 1155 Y GUTGHOQUE, N.Y. 111135 J223� '40 r 651 - 754 - 4165 SR£f 5 OF 5 _ _ _ NAILING SCHEDULE=_D__ __ -_ __ AN CONTENTS: __ L ULC_ PL WIND FRAMING NOTES OCCU�AI{CT CLASSIFICATION R3 RESIDENTIAL ���� �+� ��0 ��� iF Iill)CF.-IonArIEllASSEMBLY! ROOF FRAMING:. . . _ __ — 1III-x 20 gmrgealrnp shall he atmrlmd In sort pair of mural In ncrmnlnoe In bill 34 NAIL IJAII. _RUILDING-USE .IOIN r OESCRIPIION NOTES Wl,rn n nolle Ill Is nand In Iru til a ,iiia shoo,the nun,hnr of IOd comnrn,nnlln mgodreJ __ __ _ Ory. SPACING _ BUILDING HEyHi CONSTRUCTION NOTES: In oath said of Il,e caller[formed nal exreed the labulnlad number of Pd nails In Iho slrnp RAF I FR 1U n' WAL1 3-Poi COMMON EACH TOTAL 50_FT. OF CONSTRUCTION _-___ _ _ - __-_.-- --- -_ . .. .- - l(11'PLAIE IIl'W'ALL 4-Pd WMMOIJ ?nr-TER 111-NAIL IInd Old himain nedrilllids renalclandrdlundo:uaomH Illl I,cal rL•sh1,r LairmllrRIrIWALLA55elcom - - ------ -- in[mtl Old Gamin drinlls,lhry mr btlellnd as n nm,^.lurlim,old nal n mrb,lllulr Lnlnrnl haninq and shear wall cmnmrtlnna for rnlNq rrllinp m In,.^,n In Imp pbdr shall hn hr LEIUfIII JOIST 0'WAIN'3 Ori COpIIvIUfJ FACT I DESIGN CRITERIA FRF.5CR PTIVF_ 5 PER I ITIGY.SRFS DC-1 T A CONSTRUCT TI CODE AND 9 101OP PLATTE 10'WALL'4-Pd COMMON lnl.Sl ICE NAIL 1935 5�C HIGI4 WIND EpITION WOOD FRAJyE CONSTRUCTION NVAL In pnnr,nllynrcnPlyd nand h„Ildirg pmdlrn mrd rnmplinnce wlih rl,rrmd New Vvrk nccedaureNlnmle 39 Whentlmlwrmloass rlrnol loll krpnvwlth sleds hmnr,rollers ___. FRAM114G ELEMENTS AS PER FLOOR LAN5C OSS SECTION ADD GENERAL NOTES Slate hulblbrg codes !lie Croaml Conlrnr,Inrlsrrnpnrrsllrlrinrpmvltlingohmrlmd ar Oussrs shall he nllm:hed Ta the wall lap plate acrd the wall lap plolahnll M1e nllm;hrd t. CrIL111r3.lOISTTTO AS PER IABLE 37 EACII FAr,F -- - L'`- -- ---R-- --- L- rnasherllon didedle and clearcura,to mmum a pmmadnony finished,clualmidly Idle In the well sled wlll;uplill rinnncllon¢ Rials iverhonplup the eke ride cillo.build IF PARALLEL RAFTER - WFCM-BBC LAP NAIL EXT. BALCO141EB 60 shall be connected will,upllll ca ulacllorm In accmdnoe.1111 table 3 3c sound andawenthrrcpmal ron,plmed productCGILIIJC.1015FLArs AS PER IABLE 31 6011rnOF DECKS 40 21 Tim General Cn„Irucarr srrnpnnnlhle lar ramming 111 all war,and rtinalrrhnn 3) WALLTo WALL ASSEMBLY OVER PAR IT 11014 WFCM-SBC LAP PIAIL ATTICS WA, STORAGE 10 ..,rats cannot lnrlrrnl,blue,,.coaly sad Intal mina,ndumamas And mgrinllmr; eta Wall studs idnveall studs hall..Ilona Invel shall be mmclmd withr,llll an.....-Im,h, COLL Ali IIE AS PER TABLE 34 EACH FAVF ATTICS w/ STORAGE 20 I hrno cedes me In he r;oncW...rl as part al the spnr.Illo.O.cs for tire building and nrrardmme will,table 3 311 When wall shute oboe do nn11.11 Ia line 101clod^hnlnw,If,, 10 RAV I Ell WF_Ch_I-SBC END 14AIL DESIGN LOAD CALCIII ATION5 suds shall blellndmd to a cnmmmr member In the liner osemably with upllll connection r, IIL[I!3(IIE; FAUN IDIL !LIVE LOADS PEE) ROOF fLOT' ER THAN LOAD) 45 should headbo,ed la even ilia valance with the elan r 2-Dd COMMON - ROOMS LOT' ER THAN SLEEPING) 40 acrmdancv.1111 table 3 9 TO RAFT ER ENO HAIL MBOAR-- ------ EACH --- --- R00115 (SLEEPING) 30 (D Nor ,loll TAW,NGS) til over scaled rlmwings PIM HOARD 2_led COMMON ,:ACII FAIT STAIRS 40 (DD rJUr SCALE DRAWINGS) 41 WALL ASl,Till YTOrOU1lON ION: IU Rn_F1 ER END NAIL Mealwall,.hintshalle canal!FArdive In Ile Iacono lin,,,sillplain,nrncline In rate.ight null n I -- - 4) Timdesigner Onsnalbaeoe,gaenting with theta Main,nor slob onrlmssaor no franrdmsnd•rllIn.golsh5Frah',Inmmembrdmmd til T rum's.b,mamma WALL-FIZAMTIVGG_ _ GAURORAILS !ANY DIRECTIOIJJ 200 m^peor.IUllity lar nnnrlanllm,coedlnnting wllb!hrsn pinna,rmniepnnsihlllly for Innndnlinn coni sl..li on-grade,15lnrhrs in mosmny hlnrh Inl,ndntin„s,nr Inppnrl noir, - - - ' EXPOSURE CATTAGORY ,mnsln..gre emana,....triads,Ill... nes,srq,mnan,,ca ocadmas,or ror calci IIre late and Unild In ma."Imn'.with Inble 3.36 When steel r•Irrr s are haired andel the .JOINT UESCRIP110fJ MNL NAII. NOT ES Fire., pr W I' 1 LOAD PATH SEE CONSTRUCTION ANDWRJD PATH CONNECTION prrcamiuse exppmgmnrr.Itihed In Ilia use III the,vmrplans, me ni worrentlea fair is bab'ream Note 1,l, rem11 eaume wshrs sho06eused will the.3 and i Loold eIn prbolt OIV _ _SPACINL _ boot lids hr r.bedoundbetweenomdnoeto lnme3e and of in tnntate.,,it. I1OPLATE IO 2 PER rAItF NAIL (ROOF - FOl1NOATION) DETAIL PAGE!GENERAL NOTE PAGE nprdlir.useexp,essed or lnoplled in the use of mesa plans. f IOP PLATE i6d COMMON FOOL SEENOIE I NAILING SCHEDULE SEE GENERAL NOTPAGE m¢I,m balls ora[o be spaced between 6.12 tactics Iron the and it o sill plata coil all 51 Rehatr be Windawmll Dnarsdroduleloroxmdarnpedngs tattlers. IOPPLAIESAr J(VNIA FACE INIERSECII[11J6 '1-i6d COMMON EA,SIDE 14AIL EGRESS SEE FLOOR PLANS AIJD WINpOW 5CFIEGULE 5) 11'PEIEXIFRIOlISI(EARNIAI.I.CONNECTIOII.S _..-- FAC Jr) lhn Gmomnl Cnnhnrlir In In nnenm Ihnl mnwnq nr Inrlrbracted areplaces..,mals STUPID 21” FACE xcevfs manufadure'as mcl0cslinns cordo Ilrnmle,.oils bill ilanrwollcwOh am ar,nn lot filnrhwnodalmc2R re lit ran Ilenxtrrim 2-i6d COMMON I PP B1UO_ OC NAIL nr a nllnrlmd with PoI rnnnnin hall^,n1 fi”n r. nl IhA panni rrl9rs coil @'ac lit Ibn lirld,not — 7) the Vitiator Ca larel Is in cemull wUh Iho owner for all bull)-In home 112,lure gypsum wallboard no Ill.Founder ntuached with 6d anmm,mils at 7"a r or panrl I IFADER 10 led COMMON I6”0 C FACE Bach as beakers.,,shelving,pally,closers,elms,eta -riga,and Ill"a c in lite frill shell be in accordance with life lnn,Ih require....nle specified ___HEADER - - _ AL0146 EDGES _NAIL_ In I.N.315.-b TOP OR ROT]nM 2-i6rI GUIJIMOfJ PER 2x451110 FND e1 Wind loud naqubemads shell be Token into account dolor,cmisbucller. _ ,LAI E 10 STOO 3-15d COMMON PER 2x651 UD _ NAIL -- - ---- ' - 6) TYPE II EXIERIORSLIEARWALLCUNIJECHIDPIS - "" -'"- "--- ----" --' -" I`I BO I l OM FLAT E TO' FOUNDATION NOTES: hype 11"Imlan clrvntwalle slmll mend the requhteoems of Table 3151-b tees Ilia oppmpltdo rLDURA015T,RANDJUIS r, 2-led COMMON PER FACE(JAIL FWMBING RISER DIAGRAM Il lire General contractor nod Mnsm,to review plans,elevalles,details sad nvles to lemgll,adluetoenl factors in table 3.16. E14D JUTSTT OR M-00i FOOT SEF NOIE' 1,2 ,determine intended helgMs or anlshed For,is)above IyII geode TI.INIFPppi Sllr.ARWALLCONNECOCDlS: FLOOR FRAMING: Nlnvnhir nidrwnll lnnplhs prnvidvrl In lnhln314 slmll hr pannl,lnd In hr h,rrensel when - -- 2).All Iooli,os to rest on undlsluobed(vbghg BullNAIL FALL NOI FS b,lrr nr sbemwalle nm used.Shamhing and come.rnins shell be In accndvncn with jcrNT DESCRIP I ION AGII OTY SPACIIJG 2.44 2and 224 instinctively IT - ---- ----- Tl Parvicitta or wit rr jr,natrng In al exterion,or cnnrrrm,L,h,and otu111nB .PLATEO P15 NAIL ne,rrela yr meson will nrcurin br exlmlor or unhealed Interior areas A-Ori COMMON N B D) f•OIJPIECilOIJS AROUND EXTERIOR WALL Opr_IJING6' SILL,TOP PLATE Oil GII?DC-I? JOI51 _NAIL_ I lratlm sails ginln ammeelloaa ahnll ha minded wilt 1,991 cnnnertlans In aareranine BELONG FACT for 'g Any new aarmrall walls flair shoaled ti alrmmaels einem,,chair with table 35 Window Ill)platen slmll be hive steel cinnrmim In accordance will,tells r0 JOISr 2-Oil COMMON ENO NAIL_ PIPE PROTECTION to larl sed Muriel a be, IB"Imrg..112"o.a,.Use appmveo epoxy for luslallalinm, 3.5. BLUCI<IIIG FACT 1 VF (SMOKE 1 CO2 DEFECTORS) SEE FLOOF' PLANS r•) Lhdrss alhmwirr could,a 11 shahs no gmdn to by 25nn p s i CmmrNa In be fe CNHFDRALCFILINGASSEMBLY: - 2 Od COMMON — - ID Oil I END IJAIL TRUSS DESIGN N/A - 6T ANDAR_.D ETICK FRAME C01461RUCTION pnurrdcn4inr,O lldrhsnndnrgravel FIT will,6x5 win mach minlarclrg h,ledar sL ms Whmradd, oto),In hr unndrsnetnecamemna,IiI..11 ben^'11mlmlTo'Illmi nmr,Inmel RI❑fiTOR 10 FACII TOE ENERGYOACUATIONS RESCHCK 3.5 ELEA5EI In be mh,bmnn 3-1121nn1,Iblrk, m,rinned n„1up if the hien m mail connecl.s shall be erinrl,r, g 3- 16J COMhIUIJ __ l In rm:h,alio,-In+Ida SILL OR TOP PLA I_E_ BLOCK NAIL_ -- �-L— -�—�`--- pares Iv hn mvklyd.1111 A uolulnrum ID"xD' nlm,g the cram,c=111np poll of If,,hmhling.Cormedlons to the ridge and wall shill be be LEDGER S I RIP FACI I rAPE - — d Claim, p f aa....arm"I'g.ln¢lalIa"a all.cledwlllrflan.abweracereamuls _ _ -- - - _ - 10 BEAM 3-16dCOMMON JOIST NAIL CLIMATIC & GEOGRAPHIC DC`' Oxi6c.,tin.(.',dolrolvenlFar atIGUA, fl,alee., 'DEC N J61SHONIFDUER PEI? TOE .MGN CRITERIA DECI< AND COVERED PORCH I iJOTES: _ DREAM 3-oacowmloN JOI51 NnIL - ---- — I__-- ___D it ❑an,pprnm extrolmnf fnnndnllon.1111 bi6nniunu'rnational prranrtim,R4nn til ""___— _ -_--__ ".--____," -"-_: " -----"--bef _ _ -_- --" _-_-- ---. _ GI?glIRD WIND "Ti"" ,ROSY WIIJIER IL'ESlllra'0 FLOOD 41 Y,5 Rnsidm,llol Ca,chndlmr Cndn n S-ell pnlyrmnlmne lam s ell by applied nwvr I) Ilblese athmwisr uolad,all rumba,nume i.d In La 111 ALO pmssure[cooled ion BMJU Ar115i rFll r-NC SIIOW SPEED IIESIGN WEAITIERING LIVE TERMITE DECAY DE5161J UND61-AYMENi p All lmdares,hangers andamhms li be gelvinized or s[vinless meal IU JOIST- 3-ISd COMMON JOIST NAIL LOAD IMPI II eAIEGORY UEPTII TEMP. REgVIRED HAZARDS be below grade infirm al rxiale wells prior irr hachilUng. A) 21 Gkden lel Berk lalslslo Lm 12)2x111,bolted ru rnrU sI vAlU wnshas m„louts MIJO JOIST To PFn IUE IIAII. ) Dollars os par anion R4U5 of N,Y.S,Roldenllnl Creature.”Code, ran SILL OR I Or,PLA IE 2- ICJ COMMON FOO, SEENOIE' I 45LBS. 120 B SEVERE 4F7, MUUERAIE bLIGI1TTD 11 tl� --- ---- ----- Girders artrrmoele plans chair be mo11me.rl with proper slrel I nonvIdure onrheed _ _ FRAMING NOTES ROOF S IEA -" .._ — -- Dnpnvr MODERNE luta celcreie wllbs minimum 112"dlaxl"Istlg nnchirl,all w,lb washers and uul5 �Zyv1=J1-1LAlI- ITV V:" __- ) All lrnnlnn lrc11mnuss andn,rlhelsaa Presmi Livedent a.119R5 SBC leglCilmd bIAIL IJAII. I a a 3) rural Fly' x7"ILniiiihm,nrdbAl2"xmsmallout'.reellolimnu„g. JDugrpesanr11O1J ca1V srnauG NI ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: EAllim,Wood Frnndnp Cm,almdlan Manual. Ilse I ma,lowg 112'iia x T”long anchor Loll with wnshom mrd nuts.Poolio,Bs Shall -- ------ -----------MEDIA-- bnAllhalowgmde, 51RUCTURALPAIJEL Pd ASI'E121ABLF 3P SIIEAhIING LOCATION NAIL91'ACIIJfi n1NL5PACIIN Ai UIIARMEOWE NOTES 21 Ilulres nlherwise ruled,allfmno0rg and sWd,nal woad umlmlal to be 112+p11R _ _ WFCM-BBC AT PAIJEL EUGES_ SUPPORTS IIJ'111E PANEL fIELU Dmnglas Fir 41,Deck lest,to have Mardi,til 6'9 o c. CEILING S__HEA_ _I I-IING: 4'PERIMEJ ER EDGEZUNE 6d WWMOIJQ6"O.0 6d COMMON QG"OC SFENOIE5: 1,3 T) fines,ami.,rrnmgs Aral milers m be nII m 16 b ohne o c unless amnASEF_NUl FS' 1 I ROI I FIELDS) Il A r ii be nt IOd tobuilding recount slh be die.Imd belwos,Rm aand Ictger HAIL NAIL INTERIOR ZONE 9d COMMON(u�6"O.0 Pd COMMON Q 12"O C nll..rwise. ,IUINI DESGRIp TION N[IIES __ _- _ - - _ __ __ Imm needed Inetined to bulMing.11111/2"dfa.bolls.1111 washers aid nuts OI Y_._ SPACOJH - ---- - _IIC GABLE EIJUWALL RAI(E AND RNIE TRU55 Dd COMMUIJ Q 4"O C 6d Whib1UN Q 4"O L' SEE NOI ES 1,3 SII U„Iesn ullle J I 1 g .here needed WALLBOARD Gypsum T O C HIM - ,wise ailed,all Gra,hu walllmadals In 22x10112 , BfR,Dom lir id COOLERS WALLBUARU IU"U.0 TTIELO , Iru , u I n Ar:h Ile ml all _ _ !rainy wnlllmndmsln hnvA p)Inmr studs mNl211u11 qll s rtsn . n 6).Concrete m.rs slmll be arroi,nuam 6'ol,ove p,ode. -- - NOTES- lip OTES liprnhgis.LVL(renders to have(311mk eWds and 12)IUII Ir„qtr,endo an enoh code of WALL SHEA EA I IT I N G: _ openbrgs "ending wilhvindnw villi shall also Imvr 12)window OF pIntel lir 2x4 vnnll T) All loinl,In he cla,Krlad will,Wages aid inches End, .I.Is1 shall Also ba ancbamd ---' - '-' - -- - — -- - --- TI IESE NOTES ARE ONLY TO BE REFERRED 10 IF MENTIONED 114 SCIICDULE LADIES DULY. npenmpshalware Rl mal e'Verd 2x6 will openings bmweeu 511 mid P',.Pmvldlinro In,Irde(a) .10161 r DESCRIPTION FAIL IJAII. NOTES mrd blocking whom r,ppllcnbfo, _ _ - _ - _ pI Y. SPACII IIT _ 11 Fm rad ah ea,hlug will All reel of it..pe rlla iter edge a1 thm If,,m .Including 4 feel on..ch side of Il,. .of pink, 6).Calming Ilan)s chill be osscobind And 0urlu ori IIre inns moaner as in lyrical bullfrog S I HDC I1 a3AL oil COMMON AS PER 1ABLE 39 IIre 4 foot promote,edit.zone I lmchmerds ae,uhad staff be used. 5) All gashM1are,ibradom to be Installed w00,heavy dmygldvadzed l....gals and - - --- --- '- - - - --_ - -' PANELS WFCM-SBC moths,,wbe,enpplirnlleman cnnnamingInlsls, PLUMBING NOTES ortl -__- 8"De FDCE 21 Tahmalnd 12 lch or. ,,If ,bmlrgrsm..all Uherlhing berchrd In mor,limas bra„rig modes with 6,0.49. P) Rm Ig up Iloe Imsls ander alfa that full pm allyl m Thr•nom Inlet nnrl nadir bmntu11s 11 All walno r dmina A and vmtrn IA by le,FalI.d ns PI Y B.RasliarIIIaI IF COMMON Fm f moing members fill<0.42'Cevl) 9,Iha call spode,shml ler reduced to 6Inches o.c ^'I'P Y. 9 , air PLYWOOD F"OC I'Ir-LU Onm. In have cvnntlr.lile lnslallnd shall l,n vetllinJ far paper load rannclly.,less naiad Csnslnerml Code OH`.^,Llhl 1" OC EI,GE 3 Tabulated 4 rmli a c nails aria, i ihb, In,altar l loom hnudn mamba,,with V>D 49 For 'id CODLERR 1 P q nss,mrva s con q p nn plmm NIALH ITARD _ l _ `�TI_n”or I IVLU ___ Imnde,am...bell well 42eG<O 49,the earl sp ideg shall be reduced m 3 inch.....e 2).Vrnify seplic syclvm will,(lie Engines,Int Sullmlr Cluunly I Innllb Depmin..m ap"awat I 1 OOI7 J_I__I E 1_` 1 I_I I I`1 G 71 Pmddr binrlduplbrl,lraog iu near Inlsls al D'00 c. Use salad blodAug in door Inlsls L�/ll `- --- L/ V1-7- under ill bearr,p rvalls. .T) If will=lads,rises nr Inlsls con rel cul doing Inst Ilnllnn In, any plun,hing nrla,rrl wok, .IOIfJ 1 DESCI?IPIION FLAIL NAII. INCHES ranes, losingdralblockin as mer:codnaudmonufachucsrecommendationfact�„i�����fainahraidamongpar..ngad 51RD�;L,PiI�PAEiz --`-'-" F,o DEROF WALL SHEATHING REQUIREMENTS FOR WIND LOADS: p ror icornor rgI ran nr irr„nr VrrOy win,Ill NI Lowrie lusulolluu hollies at save vents between , Ad COMMON --""-"----------"--- --- ne.ded HVAC SYSTEM IVOI ES pDR LESS p Iz^uL FIELD SIIEATIIING LOCATIOIJ NAIL SPACING needed NAIL SPACINF ArIN IFRMECIINE NOTES 91 Oil...nihmwisn nnlyd,all rials and walls In hour n mh,lonnm Ile'[hick,4 ply Flr '-"”--"- ' - -----'-- ---- - _ -- ' AT PANEL EUGES SUPPOR rS IN 111E PANEL FIELD N_O"hL-S -- - --TILTS)- - II M1la:hmdcnl nvbcvnbadar Is responslhlo Int adl,eming la ill npplicobly codes mod,slay 1 T IFSF IJOI r-5 ARE ONLY 10 FIE REI'EI?RED 1 O IF _ '- _ -- _ _ @ O C SEF ND1E$' 1.3(ROTI I COX sx[er ar shoolhiug grade plywood-Plywood In rover Durr plains and headers - - A'EDGE ZONE Pd COMMON Q 6"O C 6d COMMON , 12 - mquimmmrts. _ NOIE:2 FOR PAIJEL FIELD IOJ Unlnsa nlhrrwinwmlyd u,e 3N"1111,11TR(3 PTS rl, mndvo,lrrp plywood nnlullnnr 2) IIVAC snbvenlmomr is I.rally cumdam[e rignllvm dela.,ad real will ibe MEN I TONED IN SCI IEUULE 1401 ES ONLY INIERIOIl ZONE Dd COMMONQ6"OC 60 COMMON@12"UC SEE NOTE3 ndhmrd.1111 PL4BD ndhnsha and cmewnd In Ooor lolslc riewsol uhoar In be Inmallled egotpmenl s,opnller over sul,lloor as Permamifoc[urv'•inslmcllonc, IT PIA,Ibrq rrquirima,I ar l,nsrd or,will sbentld"g NOTES 3),1IVAC subcnnlmdol In provide I117,1 svUbn,layout dowing and submiu 11 Is the General oovifrd B"nn maim tit Ile Panni alga If wall ihmlldup --"-'-- 11) NI hmhrnnm walls In have 112"mild,..beers mall slmvler,Ir Came,wall^,and Cammdrl .cod meram far Ileal review and approval In nerad 3"mr-caalrr at Iha poll edge to mmilo higlmr TI IESE NOTES ARE ONLY TO BE REFERRED TO IF k1EN rIONED IN SCHEDULE NO ES ONLY cl;hWiiAnd over femme In have 518"Ihick1,on-xr'Iarlmrk All eller parts of bmltdog - -----_- - -- -- _ ,harm Conceal,nblbm rngmrr,nanlr far sln¢luml To ave regular 112-slemmck.All write to be loped and linlshed. ELECTRICAL CAL NOTES: n.....L,e ehel he deahlyd m ellen ran con nr.:to,,, 1) For wall sheathing within 4 feel of the corners,Ilio 4 mot edge zone allachmme reglb imams shall such asshanr piste.,shall hr used lomoholar,load pathLouxml 121 All roof with a pooh less dire4'12 shall be lnslnlled wilt an loo 6 Wnlar molar or 1) All vhecOkAl to be installed an par N Y S ResldeAnl Coa.burthe code. , al'Pmved.qam Fail retire limit be npplied will,a obviates base sister will an EPUM 2I Whco wall shrmhhq Is -i Auuvus over rmm...tell 2) tnbUlnrd 12 Inch so moll speoll,iaromm.s Maraud,allochrd In rlmJ Irnnnng.......bell with ImrO down type mmarlm over 2) All electrical walk shall be approved by a quallllad Underwdla uwnbers all Ial,nD10 number o1 amts shall be lie....[]led 0,049 Far fanning urenbms w11I,042cGrl,If,.boll Boinclare shall be reduced to 6Inches a c. to be reduced to I-iAd mall per fool 13) All s111pintel and word in,metal with,notate In hr it allure haled SIIIPIn[cam 311r'slnll Snn'l:nd,lvclom mW Cnoban Monoxide defectors lhroul as per secular,R317 3.Fi,exlellur anal sill„ con Insmiled.1111 a men sill Basl;el mid cop-r-ICs Iemdls ehl.ld yr anp,oved oqum of N Y.S,RneMmdlal Commerce Code 1 h 6.Oelvinbad box wells shell Le pennllle,l 1i ba sumslllureJ for emnnoou null¢ CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND fRIESISTANT CONSTRUCTION CONNECTORS CO_HNECTION LOCATION: PART NUMBER: NOTES: _ RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS RAFIER-TO-WALL RT20 APPLY TO EACH RAFTER \ J O RAFTER RTI5 -TO-PLATE APPLI' TO EACH RAFTER �\ NOTCHED RAFTER— j"� �\ \ (USE WITH SPTH4 CONNECTOR) -FD RAFTER— - \ _PLATE-TO-WALL_S1UD _ SPTH4 APPLY TO EACH WALL STUD RIDGE_J RIDGE \ 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR 115TA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD_ SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END / NER IST- FLOOR-UNDER-51LL PLATE M5TA36 OR RSI6-R , TYPICAL RIDGE TO RAFIER 6T'RAPPRIDAT ING TYPICAL GE BEI TO RAFIF_R S'I"RAPPING WRAP<USE WUITHD3DOUBLE SILL PLAI E ' SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER O �� PROVIDE 1/2" SPACING ^G'� BETWEEN THE END S1UD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS �••' ANCHOR BOLT CONNECTION FOUNIIA11ON 518-IIIA ANCHOR BOLT RAFTER , ; \� ` FOR ALLOWING GOIJNECT CORNER STUD SUPPORTING MAXIMUM SPACING SILL PI,A]E IOFOLINUATION NOLDDOWIJ INSTALLATION TO TRANSFER SHEAR 1 STORv 7z•oc ICIIAWL 51'ACE OR L000IJC1A11. TOP PLATE O / / O FASTEN WITH (2) 16d BILL PLAT ETOF-OUNOATION 2STORIES 35°Oc COMMON NAILS, 9 ro O.G- -_CcRAV�S _9RPouiJon�lor�l__ TOP PLATE —O a WALL BO IT OM PLAT E TO FOUNDATION 125iORIES 57.OC �, \ V/ \� 5LF0ON_GItAUE LUALL STUD O 51DEWALL — �0/ ��—ENDWALL USE WITH 3x3 SQUARE W/,SHERS WALL STUD (USP LBPS58 OR BP383) TYPICAL RAFIER TO WALL Bit CONNECIIOIJ ALI'ER14ATIVE RAFTER TO WALL STUD r-CHNECTION SHEAR WALL CORNER GO14IJECTIC14 \\ \ 2IJD. FLOOR WALL STUD — KING STUDS 1) 'XC-\w' 214F). FLOOR PLATE zc) CRIPPLE STUD— - - -- -;\�- O I ..," WOOD JOIST— -O \\ .\�\ \ �:\ �.�/ SUBFLOOR --- • \ \ : � \ . \ �` ,��• �� y �� RIM BOARD O \ HEADER -- -O BLOCKING O \ �\� WOOD JOIST ,FJ; roll GIRDER/I-IEADER -U IST, FLOOR TOP PI-Al ES JACK STUDS -- \ WOOD GIRDER —O -� WOOD JUIST --�o 151' FLOOR WALL STUD 0 - \ TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAI-IING FLUSH W111-1 GIRDER/I-IEADER TYPICAL MULTI-STORY CONNECT11ONS IST. FLOOR WALL STUD 0 \ IST. FLOOR PLATE SUBFLOOR SILL GASKET T � \� - WALL STUD - CJ WALL STUD _ TERMITE SHIELD RIM BOARD E7� BOTTOM PLATE "—� I \ \ BOTTOM PLATE �� BATHTUB `/ SUB FLOOR \ �U DBL. SILL PLATES — n DOUBLE SILL PLATE ,' IU DOUBLE JOIST---O"vI DOUBLE JOIST ���\ `� - _ -�. � � (TO OVERLAP JOINTS) ,i �L IL� I 'A FOUNDATION WALL FJ" �`�\IN \•��\\ � � 'A FOUNDATION WALL - -© � DOUBLE JOIST T--OR UNDER A BAT14IUB DOUBLE JOIST FOR HCH-BEARING WALLS 16I_ FLOOR l0 FOUNDATION CONNECTIONS SILL PLATES TO FOUNpATION ANCHORIIJ