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HomeMy WebLinkAbout30722-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32761 Date: 11/30/07 THIS CERTIFIES that the building ACCESSORY POOL HOUSE Location Of Property: 1600 KING ST ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 2 Lot 42.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 19, 2004 pursuant to which Building Permit No. 30722-Z dated OCTOBER 26, 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 ACCESSORY NON-HABITABLE POOL HOUSE AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5346 DATED 8/7/03. The certificate is issued to DERRICK D CEPHAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-10-04-0100 11/16/07 ELECTRICAL CERTIFICATE NO. 2062075 09/26/06 PLUMBERS CERTIFICATION DATED 09/15/06 MATTITUCK PLUMB.&HEATING Authorized Signature Rev. 1/81 Form No.6 --ILL TOWN OF SOUTHOLD 4 BUILDING DEPARTMENT TOWN HALL 765-1802 _ APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead, 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "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. Q Q 6 New Construction: Old or Pre-existing Building: (check one) Location of Property: 00 /4CIA)Kp S 7r C,:f T House No. Street Hamlet Owner or Owners of Property: 0n?r,1CC F fO_';qf n Suffolk County Tax Map No 1000, Section ` r0 Block ©Z Lot Z Subdivision Filed Map. ^ Lot: Permit No. *30 7 2 2 _Date of Permit. Applicant: ,C ,f'GF/q,v�TZ Health Dept. Approval: ✓ Underwriters Approval: ✓ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant ign re Q.0 3If co '�3�7fo 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. 30722 Z Date OCTOBER 26, 2004 Permission is hereby granted to: DERRICK D CEPHAS 789 WEST END AVENUE NEW YORK,NY 10025 for CONSTRUCTION OF AN ACCESSORY POOL HOUSE AS APPLIED FOR TO THE CONDITIONS OF ZBA DECISION 45346 at premises located at 1600 KING ST ORIENT County Tax Map No. 473889 Section 026 Block 0002 Lot No. 042 . 002 pursuant to application dated OCTOBER 19, 2004 and approved by the Building Inspector to expire on APRIL 26, 2006 . Fee $ 240 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Oct 01 06 03r18p Robert J Corazzini Jr. 631 734 7327 _ p. l cP c1 orJt�PcP071051091113 11111 rJ 111101rJ@PcP D BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY c 40 FULTON STREET — NEW YORK, NY 10038 (� 5 CERTIFIES THAT 5 Upon the application of upon premises owned by R.J. CORAZZINI ELECTRIC DERRICK CEPHAS 320 RICHMOND LANE 1600 KING STREET 5 PECONIC, NY 11968, ORIENT, NY 11957 5 Located at 1600 KING STREET ORIENT, NY 11957 Cj Application Number: 2062075 Certificate Number: 2062075 5 Section: Block. Lot: Building Permit: SDC: ns11 Described as a Residential 0.599 square R occupancy, wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/or the premises at: First Floor,pool house,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having Jurisdiction, and found to be in compliance therewith on the 26th Day of September,2006. UAW QTY Bate Ralu Circuit Tsps Miscellaneous pool house Appliances and Accessories C Dish Washer 1 0 1.2 KW r77 Exhaust Fan 1 0 F.H.P. Wiring and Devices Outlet 14 0 Fixture Fixture 14 0 incandescent Outlet 23 0 General Purpose Receptacle 12 0 General Purpose Switch 11 0 General Purpose Paddle Fan 1 0 Receptacle 1 0 30 amp Dryer Receptacle 6 0 GFCI Service 1 Phase 3 W Service Rating ISO Amperes Service Disconnect: 1 150 cb seal Meters: 1 Continued on Next Page 1 of 2 l+� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S Oct 01 06 03: 16p Robert J Corazzini Jr. 631 734 7327 _ P. 1 rPcPc1� rlr�cP rJ�cPcPcP D BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by R.J. CORAZZINI ELECTRIC DERRICK CEPHAS 320 RICHMOND LANE 1600 KING STREET PECONIC, NY 11968, ORIENT, NY 11957 5 Located at 1600 KING STREET ORIENT, NY 11957 S Application Number: 2062075 Certificate Number: 2062075 Section: Block; Lot: Building Permit: BDC: net Described as a Residential 0.599 square R occupancy, wherein the premises electrical system consisting of electrical devices and wiring,described below, located inton the premises at: First Floor,pool house,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having Jurisdiction, and found to be in compliance therewith on the 26th Day of September,2006. N= am Bata As= ch" LZ Miscellaneous poolhouse Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan I 0 F.H.P. 5 Wiring and Devices Outlet 14 0 Fixture Fixture 14 0 incandescent Outlet 23 0 General Purpose Receptacle 12 0 General Purpose Switch 11 0 General Purpose Paddle Fan 1 0 Receptacle 1 0 30 amp Dryer Receptacle 6 0 GFCI Service I Phase 3 W Service Rating 150 Amperes Service Disconnect: I I50 cb seal Meters: 1 Continued on Next Faille 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. �gUFF04 0 3 Cz T Town Hall, 53095 Main Road O Fax (631) 765-9502 P.O. Box 1179 y�ol �aO� Telephone (631)765-1802 Southold, New York 11971-0959 - BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: "5 41061 Building Permit No. 0307Z ?- Owner: 0722Owner: DE"tc.& Ciptm S �(Please print) Plumber: s,Y'IJ kmtl (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( umb lgnature) Sworn to before me this A— _ day f 200 DENISE KING Notary Public,State of New York Registration 801KI6041757 0uafitied in Suffolk County MY Commission Expires May 15,2d Io Notary Public County "r APPEALS BOARD MEMBERS „y� CGGy Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road Gerard P. Goehringer H Z P.O. Box 1179 George Horning 5 .� Southold,New York 11971-0959 Ruth D. Olivay�►�l �aOt ZBA Fax (631) 765-9064 Vincent Orlando Telephone (631) 765-1809 r"�'�' http://southoldtown.northfork.net O IS ` BOARD OF APPEALS j SE' P _ a1�� TOWN OF SOUTHOLD I INDINGS, DELIBERATIONS AND DETERMINATION BLDG.DEPT MEETING OF AUGUST 7, 2003 F Appl. No. 5346 - Derrick Ceohas Property Location: 1600 King Street, Orient; CTM #26-2-42.2. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 7.49+- acre parcel is located along Orient Harbor with frontage along the south side of Kind Street and the west side of Douglas Street. The property is shown as Lot 2 on the Map of Major Terrace, and is improved with a single-family dwelling, swimming pool, tennis court, and accessory storage building. BASIS OF APPLICATION: Building Department's October 1, 2002 Notice of Disapproval, amended March 11, 2003, citing Section 100-33C in its denial of a building permit to construct an accessory (pool house) structure at less than 60 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 24, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a 16' x 45' accessory unheated building, adjacent to the existing pool in the front yard at 40 feet from the front lot facing Douglas Street. The accessory building is proposed as a changing area related to swimming pool activities and will contain plumbing only for a half bath and outdoor shower. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Section 100-33C authorizes an accessory building with a front yard location, provided the setback meets the requirement of 60 feet. The swimming pool is located 60+- feet from the front lot line Page 2—August 7, 2003 Appl. No. 5346—Derrick Cephas 26.-2-42.2 at Orient facing Douglas Street, and the area requested by applicant for the accessory building is near the existing pool equipment and parallel to the swimming pool with fence enclosure. The accessory building will not be used for habitable purposes and will be hiddem behind a large hedgerow. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is a corner lot with frontage along two streets, resulting in two very large front yard areas. The westerly (rear) yard consists of a restricted conservation buffer and sensitive wetlands, in the rear yard, adjacent to Majors Pond and Orient Harbor. The front yard location as requested is reasonably proposed near the existing pool, and will be screened to obscure views from the street. 3. The relief granted herein is substantial because the required front yard setback is 60 feet, and the variance permits a 20 ft. reduction from this code requirement. 4. The difficulty was self-created when the accessory pool building was planned in a location which did not conform to the current Town Code requirements. 5. No evidence has been submitted to suggest that a front setback variance in this waterfront community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory (poolhouse) building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Chairwoman Tortora, and duly carried, to GRANT the variance as applied for and shown on the plan revised 2/28/03 and site plan dated 9/23/02 prepared by Elizabeth Thompson, Architect, and SUBJECT TO THE FOLLOWING CONDITIONS: 1. A hedgerow or similar screening shall be continuously maintained along the accessory building to shield views from Douglas Street to the accessory building. 2. No habitable use or sleeping is permitted, and shall be limited to an accessory use, as proposed. ITO Page 3—August 7, 2003 Appl. No. 5346—Derrick Cephas 26.-2-42.2 at Orient 3. The building shall not be heated. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly ddressed in this action. Vote of the Board: Ayes: Members Torto (C airwo a ), Goehri er, Orlando, and Oliva. (Absent was Member Homing.) T Re oluti w sd y ad ted (4-0). WJ Vi cent Orlan hairman Pro Tem 9/4/03 Approved for Filing of so A'9 5or7 }® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL U- . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6 r 04- , DATE l 06 -INSPECTOR- 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [=INSULATION H PLBG. [ ] F NDATION 2ND [ [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: '4 r N n v �2 A DATE INSPECTOR Z 765.1802 BUILDING DEPT. INSPECTION KI FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]]j�FIRE SAFETYINSPECTION REMARKS: r v r i �- a'x 5/ x r DATE / - �� _ �� INSPECTOR / ' Mark K. Schwartz, AIA —Architect, PLLC P.O.Box 933 Phom (631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 2 J, FAX TRANSMITTAL i Date: July 07,2005 To: Southold Building Department Fax number: 765-9502 Phone number: 765-1802 From Mark Schwartz Re: Cephas Pool House Douglas Street Orient,New York (SCTM#1000-26-02-42.2) Permit#30722 Pages: 1 (including cover sheet) Comments: I have inspected the framing and the rough plumbing at the aforementioned project. The supply piping has been pressure tested and the waste and vent lines have been filled and successfully tested. The framing&strapping,the rough plumbing and the insulation have been completed as per plans and meet or exceed the current code requirements. Please call this office if you have questions or require additional information. ^'%., a � +T J CephasBldgDept3doc PLUMBING INSULATIONSTATE i� MEN" � /t►� :,ire/ r/��, - • TOWN OF SOUTHOLD PROPERTY RECORD CARD --� OWNER STREET �(�QD VILLAGE DIST. SUB. LOT '7 ACR. > REMARKS l TYPE OF BLD. !� PR P. CLASS LAND IMP. TOTAL DATE i/� � ! >I ` F`/ /` ','• -,l I fit.: V- k411L(h1 r 4., .-.r � , � k Y � `li ✓7 S 9- S �Zin CCiti O©© 3►oo O© 2, - LI —`! rt Un ;z ,rcL h ✓is f �5( c, '7f'i (a3oo •i z 5' c��-.�L,ff v � �'20[.�SC f>'�lil /oG — 6 - '`I - 300: Be arty - „ ., /• Icon 1� 00(9 2.o oocl � 1? q7 �o� of r - {(.� O. ; ', r• i,.c• (030o�.f o0 2% 3om ge r 300 -7 .loo R, 700 z zaao S oa �3 S a FRONTAGE ON WATER 22 ? T �? TILLABLE — FRONTAGE ON ROAD WOODLAND u._„ DEPTH MEADOWLAND ` BULKHEAD' HOUSE/LOT TOTAL J COLOR C $ l.l7c),no- ) , 1�d�1,'4'.ov,,�wr��s TRIM Foundation P. 1�Z :xtension z _ 5 G g, FUL L Bath V2— Dinette 3 3 6v xtension Basement sue L '1�2 Floors Kit. Ext. Walls [ tG {pppr� ><terislon ��� X � _ �� Interior Finish ,-1 L.R, • '� Place U Z 1 ( Fire Pla rrrn t,\/C) Heat D.R. >rc ' GS$ �O Woodstove BR. O 12 Dormer 'ck iFin. B. -O X i� �Eo ,2� aezeway Attic irage Rooms 1st Floor V� Driveway B P o $O �rLGo bl ns ms 2nd Floor iv ao BX ,o ap DI< 1,` 'l Y —� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■111■■■■■:SCC:7■��1�■■�t�■■■■■■■■■ ■■I I■G]■■1■■■■■■■fiEs�ii■■inti■■■■■■■■ ■■11■Dit■■■■■■■■■■1!!■■■■ILII■■■■■■■■ ■■1[■C�■■■i■■■■■A:■■1■■■ISI�■■■■■■■■ ■■I IM©■M©■■AL■,■r.�i!■■t!■■■JI1■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Ext. Walls Interior Finish ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ C r . ■ R. Fire Place ` n Rooms 1st Floor ■ :1• ® ••. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 ' 8 2u PlanningBpard approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 36 7a,p� Check V!-2 orm QF 11611 Septic N.Y.S.D.E.C. Trustees Examined 10 a 200� Contact: Approved _1.,1?4 200Y Mail to: Disapproved a/c 1'0&..r 933 cvrclwvrr Phone: 73-4 - 4ISS Expiration ,20 0G Building sp�ctor APPLICATION FOR BUILDING PERMIT Date (0(19 /O4 120 INSTRUCTIONS � a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim.,the Building Inspector may authorize, in writing,the extension of the permit for an addition.six months. Thereafter, a new permit shall be required. . , . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations. and to admit authorized inspectors on premises and in building for necessary inspections. ;�L (Signature of apply ant 01name,if a corporation) Curr Hoc arz- Ai 5e <!9 3 S (Mailing a dress of applicant) State whether applicant is owner, lesse , agent, archite , engineer, general contractor, electrician,plumber or builder Name of owner of premises 0"ie 1 G C CeotfA-S (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: (6 0 0 1C/N G S 7WCjcT- or- House Number Street' Hamlet County Tax Map No. 1000 Section Block Z- L "� Subdivision Filed Map No. _Lttty (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/4/(;(.6 1"-41 /Lgi 24r- J /rJE�yt?Oc b. Intended use and occupancy S/9ifJ E pout. ttov rF. 3. Nature of work(check which applicable): New Building---K Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 30, 0616 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specity'nature and extent of each type of use. 7. Dimensions of existing structures,it'aty:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stones 8. Dimensions of entire hew construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front (;'FR-ES UtZ UCy Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YESZNO 13. Will lot be re-graded? YES NOY—Will excess fill be removed from premises? YES NO 7$9 we-gr emo Ove o4lr 90 14. Names of Owner of prises r Address A/*aY /00 Z t Phone No. Z/15—a4 Name of Architect ddress �—Phone No tz - Name of Contractor ,u Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUYTY OF ) K4'ei'-- being duly swom, deposes and.says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the e4pJEAIL (Con cto A , Co orate 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 thi of 20 Notary Pub ' Signa a of pplicant R mo' MM VA . No.i11 17152 i Ynjps Applicant/ Date. Owners Name:, . :., � ��. Reviewed: Architect/ Date' Engineer: `�1�. � Submitted: ie /8 SCTM #: District: 1.000 Section: o� 13 lock: a Lot: Project // Subdivision Location: l6OC9 �� "An — Name: r Single&separate Required cemA.Cation: (Yes f No) L Req. Req. I_a4ping Oistrict:__j IO_ (Lot size: 5V Amal: l t coversge a I'mrmsed Req. � Req• _ - . J roat Yud Proposed: J (Side Yard Proposed: I (Rear Yard Proposed- Project ro posed- . I I Project Descriptio . ;� AGENCAkERNM RMRED FQR RFvrrw N.A. � 1�Iumber Suffolk County HealthDept. � Now York State. D. E.C. i Town Tnatees -� Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: � � �WAS1tie, i z ttN i I � p�,i�ous `✓ i i I P,EtiSI�-1 I n Psi. �rfaB.dt,� Tito �'� h Job Date y/M/07j C„ Elizabeth Thompson Architect FOO t,40L)5cc GEPIk�K 2Ch, I�I��o3 250 Mercer St. Suite B 806 Title scale :.-- New York, NY 212-614-7180f I /�0�I I' d , 10012 ETArchitect@nyc.rr.com ! WIND-BORNEDEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r I I � I � I � � I-• I 'I I I I I I . I I x" I � I I � I I II II h 1•i ULTIPLE SECTION ASSEMBLY: I I I 1/4'THICK BOLTS Q Z OC II 11 I I II II 1 I h� I I I ate- rl 11 II I I II II I 1 II 11 N.T.S. FOR PANEL SPANS: 11 I I 1 4'011 WIDER SPAN I I I I I I I I 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4-) 1 II II 2x4 STRONG-BACKS Q 24'OC 11 I I • ASSEMBLY: II II 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12-O.C. I I 2).ATTACHING STRUCTURAL PANEL-FASTEN TO BUILDING w/ h #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL may: WOOD SCREW @ 16'O.C. aE0 •R ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 1�\IN SC #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) �A MACHINE BOLT @ 12'O.C. i i �0 � 0/ IIwO ROOF 49a ROOF VENT 4 ATTIC 1114 11/:21114 ;1112 1114 1114 3 SHOWER SHOWER ECOND FLOOR 119 3 3 3 11/4 C. I C.O. KITCHFN RATH 13% 11A 4 1112 119 4 3 F.A.I. D.W SIN SHOWER FIRST FLOOR 3 1 114 9 P C.O13 R� 6ASFMFUT Y 119 119 4 f R W.M °� SIN 9 cJ B y T �4 r p Ay 1112 1112 C.O. -C.I. >TO APROVED SEPTIC SYSTEM HOUSE RI QPF=u • PER FOOT PITCH TO TRAP DRAIN PLUMBING SGHEMATIG N.T.S. RAFTER NOTCHED RAFTER RIDGE RIDGE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER T -O TOP PLATE OP PLATE WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE-RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIST'FRAMING OVER WOOD GIRDER WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIS DOUBLE JOIST DOUBLE JOIST FOR UNDER A BATHTUB- DOUBLE.JOIST FOR NON-BEARJNG WALLS sin wR�, a N oar, �A J223 1 2ND. FLOOR WALL STUD 0 KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR RIM BOARD HEADER O WOOD JOIST GIRDER/HEADER IST. FLOOR. TOP PLATES JACK STUDS f� WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST. FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD BOTTOM PLARIM BOARD TERMITE SHIELD TE SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST (T0 OVERLAP JOINTS) ,o 4 FOUNDATION WALL o FOUNDATION WALL s - e DOUBLE JOIST FOR NON-SEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORIRI ♦ �grlr^\ p � 'ILO GENERAL NOTESWIND FRAMING NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: 1.1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. e When a collar Us is used In leu of a ridge strap,the number of 10d common nails required CO NSTRU CiTI ON NOTES: in each and of the collar Us need not exceed the tabulated number of Bid nails In the strap. 1).The informotion within this set of construction ducumehis Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or buss do not fall In line with studs below,rafters Slate building codes.The General Contractor is responsible for providing standard or mosses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,slate,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes arc to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs belmv,the should be adhered to even if in valance with the plan. studs shall be attachedto a common member in the floor assembly with uplift connectors in accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7Inches In concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches M masonry block foundations,m lapped under cornsuuction means,methods,techniques,sequences,or procedures,or for safely the plate and nailed M accordance with table 3.3b.When steel straps are lapped under the precautions and programs in connection with the work.There are no warranties for a bottom plate.3'inch square washes shag be used with the anchor bolts.Anchor bolt specific use expressed or Implied in the use of these plans. spacing is to be apaced and sized in accordance to table 3.2a.in addition to spacing, anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and ell 5).Refer to the Window and Dow schedule forextericr openings. comers. 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufactures specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior attached with lid common rale at 6"o.c.at the panel edges and 12'o.c.in the field,and 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wafiboard on the interim attached with 55 cooler nails at 7"o.c.at panel such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the fieldshall be in accordance with the length requirements specified in table 3.15a-b. 8).Wind load requirements shall be taken Into account during construction. 6)�PE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type exterior shearwale shell meet the reWroments of table 3.15a-b limes the appropriate 1).The General Contractorand Macon to review plans,elevations.dekda and notes to length adjustment factors in table 3.16. determine Intended heights of finished fhoor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. Interim shearwalis are used.Sheathing and mnnecdoru shall be in accordance with 3j.Provide 112'expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry walls ocouring in exterior or unheated Interim areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4).Any new concrete walls being attached b existing concrete structure shall Header and/w girder connections shag be attached with uplift connections in accordance be installed with#4 re-bar,18'Ion at 12'o.c..Use roved a for Installation. with table 3.5.Window stll plates.shall be have steel connectors;In accordance with table 9 approved PcoY 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be 9),CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interim slabs Whew a ridge is to be used as a structural beam,the rafters shall either be nolslhed and to be minimum 3-1/2 inch thick. anchored on t of the beam or slope ape conrrodms shell be attached to each roller-Iofidge 6).Crawls aces to be rovided with a minimum 18'x24'access opening. one along the open coling pal of the building.Connections to the ridge and well shag be be P P oP 9 attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: 7).Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S.Residential Construction Code.A.6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. " the below grade potion of exterior walk prior to backfilling. All fasteners,hangars and anchors to be gaMnized or skinless steel. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts. FRAMING NOTES Girders on concrete pians shell be anchored with proper steel connectors anchored Into concrete with a minimum 1/2"dk x 7"long anchor bolt with washers and nuts. " 1).All framing tech"ques and methods as prescriptive design of 1985 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"02"x12"thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 112'.dle x 7"long anchor bolt with washers and nuts.Footings Shall " 2).Unless otherwise noted,all forming and structural wood material to be 42+BTR. be 4 ft.below grade. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 Inch Bashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 10 dia.bolts with washers and nuts 4).Unless otherwise noted,el bearing wall headers to be(2)200#2+BTR.Doug.Fir. whBre needed. Bearing wen headers to have(2)Jack studs and(2)full length studs on each side of all 6).Concrete piste shall be a minimum 6"above grade. openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of openings.Bearing wag window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangars and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and Vil.Provide fire to girder(s). and blocking where applicable. 5).All flush beams#headers to be installed with heavy duly galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. anchors where applicable to all corroding joists. PLUMBING NOTES 6).Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential Floors to have ceramic the Installed shat be"rifled for proper bad capacity unless noted Crnhstrucion Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blockinglbridgirg in floorjcsts at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.Verify with the 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and walk to have a minimum 1/2'thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 3/4"tick TBG PTS Fir or Advanlerh plywood subnoor 2) HVAC subcontractor is to fully coordinate of system data and requirements with the adhered with PL400 adhesive and smawed to floor joists.Finished flow to be installed equipment supplier. over subflow as per manufacture's instructions. 11).All bathroom walk to have 1/2"thick moisture-resistant shastrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit ft b the General ceilings and over furnace to have 518"thick type-x sheetrock.Al other pals of building �ntrector and ovinar for final review and approval. ve to haregular 1/2'shsetrock.All wags to be taped and finished. ELECTRICAL RICAL NOTES: 12).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water bonier or 1).Al electrical to be Installed as per N.Y.S.Residential Construction Code. approved equal.Flet roofs shall be applied with a Fiberglas base sheat with an EPDM torch down type material over. 2).All electrical work shall be approved by a qualtead Underwriter. 13).All all plates and wood In contact with concrete to be pressure treated.Sill plates to 3).Install Smoke d hectors and Carbon Monoxide detectors throughout as per section R317 be installed with a loam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. yaY `ayes IN SC � 6 sf i s. x � � b e e1 *A J22339 a°P' r or Ns�, PLAN CONTENTS: NAILING SCHEDULE OCCUPROOF FRAMING: ANCLASSIFICATION1 TIA IBUILDING USE JOINT DESCRIPTION Ory SPACING NOTES BUILDING HEIGHT RAFTER TO B'WALL:3-8d COMMON EACH TOE-NAIL TOTAL O. FT F CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST B'WALL:3.8d COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4-Bd COMMON JOIST At5 55C HIGH I TI N FRAME N T TI MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING M TS AS FLOOR AN9 CROSS Ti N AND GENERALNOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF !GROUND SNOW LOAD) 45 BLOCKING 2-Bd COMMON EACH TOE (LIVE LOADS PSF) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-t6d COMMON END NAIL STAIRS 40 WALL FRAMING: GAU AIL5 (ANY DIRECTION) 200 P05U TA O Y JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO PER FACE NAIL (ROOF -FOUNDATION) AIL PAGE A GIENFRALNOTE AGE TOP PLATE 2.16d COMMON FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL. NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE INTERSECTIONS EA SIDE NAIL F AN A I H STUD TO 24' FACE STUD 2.16d COMMON O.C. NAIL HEADER TO 16'O.C. FACE t6d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,Z PWMBING RISER DIAGRAM END JOIST OR BLOCKING FLOOR FRAMING: JOINT DESCRIPTION NAIL SPACING NAIL NOTES OTY.JOIST TO: 4-Bd COMMON PER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2•ed COMMON EACH TOE TO JOIST END NAIL FIRE PROTECTION BLOCKING • COON EACH TOE 2 Bd MM (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS TO JOIST ENO NAIL T DESIGN /A - STANDARD T A CONSTRUCTION BLOCKING TO: 3-t6d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL ENIER Y CALCULATIONS RESCHISCK 3.5 RELEASE I LEDGER STRIP 3-16d COMMON EACH FACE AM TO BEJOIST NAIL JOIST ON LEDGER 3-Bal COMMON PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TO BEAM JOIST NAIL BAND JOIST 3.164 COMMON PER END GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD TO JOIST JOIST NAIL ` SNOW SPEED DESIGN EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BAND JOIST TO: PER TOENAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED, SILL OR TOP PLATE 2.16d COMMON FOOT SEE NOTE:1 45 LBS. 120 B SEVERE 1 4 FT. MODERATE SLIGHTTO 11 4 TO HEAVY MODERATE =STRRCA aN 6 ACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8d AS PER TABLE 3.8 NAIL SPACING NAIL SPACING AT INTERMEDIATE WFCM-SBC SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES CEILING SHEATHING: 4'PERIMETER EDGE ZONE 8d COMMON®6.O.C. 8d COMMON 6-O.C. SEE NOTES:1,3 JOINT DESCRIPTION NAIL NAIL NOTES INTERIOR ZONE 8d COMMON Q 6-O.C. Bd COMMON®12'O.C. SEE NOTE FOR PANEL FIELDS) �_ OTY SPACINGT� GYPSUM Sd COOLERS 7" O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'O.C. Bd COMMON 4.O.C. SEE NOTES:1,3 WALLBOARD 10'O:C.FIELD NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, JOINT DESCRIPTION aTy SPACING NAIL NOTES 1).For roof sheathing within 4 feet of the perimeter edge of the roof.Including 4 feet on each side of the roof peak, STRUCTURAL Bd COMMON AS PER TABLE 3.9 the 4 foot perimeter edge zone attachments required shall be used. PANELS WFCM-SBC 7/16'OSB 3'O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/trues framing members with G>0.49. PLYWOOD 6d COMMON 6"O.C.FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. GYPSUM 5d COOLERS 7' O.C.EDGE WALLBOARD 10'O.0.FIELD 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For K-( framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.0 �V JOINT DESCRIPTION NAILNAIL NOTES QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: sTRu'TOUR LESSNELs 8d COMMON 2'OC.FDIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE Bd COMMON @ 6-O.C. ed COMMON(d)12'O.C. SEE NOTES:1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE 8d COMMON 0 6'O.C. Bd COMMON®12'O.C. SEE NOTE:3 1).Nailing requirements are based on wall sheathing NOTES nailed C orf-venter at the panel edge.If wall sheathing is nailed 3'on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLYshear capacities,nailing requirements fa structural.. members shall be doubled,or alternate connectors, Fa wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall such as shear plates,shad be used to maintain load path. be be used. 2j.When well sheathing is continuous over connected members,the tabulated number of nails shall be permitted 2).Tabulated 12 inch a nail with 0. assumes nail spacings b stud framing members with to be reduced tot•16d nail per foot. G10.49.For framing members with 0.42<G<,Me nail sDaclngs shall be reduced to 6 inches o.c. 3).For exterior panel siding,galvinized box nails shell be permitted to be substituted for common nails. IN SC q 9r A�. L. I lV * 9 to J22J (FOr H* WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA3& 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 IST, FLOOR-UNDER-SILL PLATE FMSTA3& OR RSI&-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION FOUNDATION 518'DIA.ANCHOR BOLT FOR ALLOWING CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATIONSILL TO TRANSFER SHEAR CRAWLPLATE ACE OR FOOUNDATION +sroRr 7Y oc FASTEN WITH (2) I&d SILL PLATE TO FOUNDATION 2 STORIES 36"OC COMMON NAILS A &" O.C. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION +_2 STORIES 57"OC SLAB-ON-GRADE SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBP658 OR BP583) i a. r` SHEAR WALL CORNER CONNECTION Oq K yi ` 1;RVEY OF PROPERTY SITUATED AT ORIENT / TOWN OF SOUTHOLD S-U_F;fGLK COUNTY, NEW YORK / TAX No. 1000-26-02-42.2 / CLE 1 "=40' /' y' f OC-roa R 15, 2002 / PER C QCT 25', 2042, UNER CONSTRUCTION SURVEY / AS UgRY 7. 2'003 FINAL SURVEY ON GARAGE ' JUNE rq 2004 ADDED TOPOGRAPHICAL SURVEY ,�4a' /' / �"'• '©CT08" 6, 21304 ADDED WELLS ACROSS DOUGLAS STREET , JULY E. 2005 FINAL SURVEY FOR POOL HOUSE / �'/ ��, v�.•Z\ • - - 'I A'RE'A c '323.7:48.08 sq. ft. $ r t ., CR) TIeLINE) 7.432 ac. 0 d NOV 1 r; + 62007 P001- InOt B-A/cy I o a ' J. A. , ! 00, w .g° ro d \ I \ \ / p J / \ / Oak 41RON et ti• ' ' `^ `ga Ro V,,p d• , - ,. .i,. 91(7 ,111 / 11I C�Tb 50 �y,� e�\4\�N' •4 ° a C� ♦ / a 510 GTE NOTES: 4 foo' I " '�1 ,. � . ° 1 . FLOOD ZONE INFORMATION TAKEN FROM: CONSERVATION EASEMENT - FLOOD INSURANCE RATE MAP No. 3610300066 G �r , 2 �( - � - ZONE AE- BASE FLOOD ELEVATIONS DETERMINED MAJORS POND ���/��J ZONE XA AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE � (AS MD FROM PIEM UTD SVRYEY 1 I / V � DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN Ila alT. RODERICN VMI i1M VSI GTEO JVLY 5, 1Y9]) V \.�. _; //��' /' \ .� � �/��� �-,1 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ZONE X. AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. �L / O rqg? A / -� go / / UHIUMORRED &TEMTOM OR ADDRION EDUGI S TO THIS SEIS A V10UTWN OF CTION 72MOF THE NEW YORK STATE CORES of THIS SUR'S INKED AMP HOT RFARRG THE SSE SURVEYORS OTSEAL OR SI ° TTo NBEEAA VVAUD TRUE COLL M BE CONSIDERED j N / \4p/.. • ONLY TD THE PERSON FOR WHOM THE SURVEY �1- CERTIFICATIONS INDOVED HEREON SH RUN /, IS PREPARED, AND ON HIS 9O1ALF TO THE / f TIRE COMPANY. GOVLRNMWAL AGENCY AND _ ZONE AE (EL 9) ,/' TO THE ISSIGNUIION LISTED HEREON. AND 2 H E ZONE %a / TO THE ASSIGNEES OF HE ENDING INSTI- ' D iUtION. CERRFlGTWNS ME HOT 1MNSFERARIE. N , 9b�g / ��� O THE EXISTENCE OF RIGHT C WAYS ,CACJ, AND/OR EASEMENTS OI RECORD. 6 / ANY, NOT 6HOWN ARE NOT GUARANTEED. \ PREPARED IN ACCORDWCE TH THE MINIMUM G 11' H,.� STm..WDS FOR TIRE SU AS ESTA9LSHE0 Joseph t" 758 9'4 IM ,I A.\\ �wYA�'kO,,a, \,\ �,4 O�� FBY DR E LII USE BY ANDAND N roRANST TIDE TED Joseph A. Ingegno - t�VVIJ TrrlE Ass OFNE YO q� Land Surveyor 1VT ti ' aP0,1F * '* IItle Surveys - SubOivisiops - Site Plans - CODsfruc0aa Layout $0.\\ 'LJ M PHONE (631)727-2090 Fax (631)727-1727 �\ \ Sj92\\\ y �`� t~ �'fT, 4� MAILING 1931 IQ l `SY N Y.S Lic. No. 49668 322 OFFICES AVETIUE RWERHEAD, New York 11901 Rrverlleatl• New Yo,* 11901-0965 r, ' '1 0, d d SURVEY OF PROPERTY F SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK / S.�, „TAX ,No; 1000-26-02-42.2 It � SCALE 1 "=40' / \ /do� [1� OCTOBER 15, 2002 / \/ OCTOBER 25, 2002 UNDER CONSTRUCTION SURVEYC JANUARY 7, 2003 FINAL SURVEY ON GARAGE JUNE 6, 2004 ADDED TOPOGRAPHICAL SURVEY 1 /•/ \ \ OCTOBER 6, 2004 ADDED WELLS ACROSS DOUCLAS STREET AREA = 323,748.08 sq. it. /•/, `\� // • �� (TO TIE UNE) 7.432 cc. b5'�6 / // � \ /// `iiia,, • V��� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERYICE♦ c„? / PERMIT FOR APPROVAL OF CONSTRUCTION FORA Ipl0y0yrllQ / /// �/ SHRIEFFMFIRTIFIIHISHMINCE ONLY �oOt_ V-4o ASF DATIO�' /0 Y H.S EF. N0. R/0-0Y-0M0 APPROVED '� FOR MAXIMUM OF_LD Obc ROOM9 / // ° EXPIRES THREE YEARS FROM GATE OF APPROVAL / // // �° W' ° \° a a ° .�J,S O. 1 ti '41. I' e7° / X66 A. ° CQVc HPpOA, 40.0• \\ E:" .les �,,.p 1� \ •° `\ T/'P Oti /P i �Y4A • " ' �// �^ �.SpWyi D0.PON, pr' . ,r NOTES: n • '/' 9J - " - A. 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 1 *�', `• ° / d¢ / EXISTING ELEVATION S ARE SHOWN THUS: ° •r70 I; s"` "' , ?T� "' „+ .� / ,6 rrY ., +Ay EXISTING CONTOURLINES ARE SHOWN THUS: --- --- - ro---- --_ �'\� 1 1 '�' „; a.1f` ,R '\nd / • / tr ; " /' o' 0 PROPOSED CONTOUR LINES ARE SHOWN THUS: —�— . 00R ° . . °5A, FR = GARAGEFIRST FLOOR FL GIWV(10�$ 1 / , ° " AA#`'"\\ 9 i ,RO�"r'�° / ' yam, ``/•t' '""es �3p�.Ufi 7,E,S7, HALE, DATA 2. PROPOSED SEPTIC SYSTEM STRUCTURES w�'4��E I I _ - \ ° , � /d.r/ / ^�� / °•, °�`r° (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON MAY 4, 200) PROPOSED FUTURE EXPANSION POOL �ANKANAI9L / .A GA,`� EL 7.V0' ® PROPOSED 8' DIA. X 2' DEEP LEACHING POOL DARK WAAMN RILT,uaw D, � 1 ® PROPOSED 1 ,000 GALLON SEPTIC TANK 0 I 'I '°'Q !� 9No^ Is,ML 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300068 G GE / •.EON .20 d �'S7• fig, 3,eZONE AE: BASE FLOOD ELEVATIONS DETERMINED ��� � SAND x"' TINE AV couxE `: \ I A t / e „wo .,I I.E To COARSE ZONE X AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE 700' ds 1}- EL a.I', DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN IBoO' e I' ' coxsEavAT7oN EASEMENT � �.:� m ' o \e 1 SQUARE MILE; AND AREAS PROTECTED 8Y LEVEES FROM 100-YEAR FLOOD. ' ZONE X, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. MAJORS POND CT BY . AS VN PREVIOUS 5RODERICKK ANR LISTDA D JULY , 997) II I / / ,,{. "e(y . �t,/✓+ 1 WLMATERRSEIxwM cWlnwl IAi BAS,To SN 4r r z It e' f PROPOSED SEPTIC SYSTEM DETAIL \- HOUSE (NOT TO SCALE) N� � e • E� FINISHED GRADE EILNLIryBH BG6 ADE Ton(�] O m0 / / /, , °• TOP El B4' 1' MIN. TOP EL ]6' -1' MIN u-\ H _ 9L` Z b /' ° j� APPROVED PIPE TANK :AP:PROVCD LEACHING pOpL 6SAND TIC IN. 4' IA. LEACHING T3' CLEPN rNV.7Efi m, . PRCH 1/4'/1' 1' POOL INV EL 68' ter COLLAR J ' INV EL. 6.B'z % B'�h m ,B'i { UNAUTHURIZEO ALTERATION OR MOTION TO THIS SURVEY IS A NOIKaON OF / • __ SECTION 7209 OF WE NEW YORK STALE EUGRON UW BOT EL 3.7' BOT EL 51' GROUND WATER COPIES OF THIS SURVEY MAP NOT BEARING ELEV. 2.1' THE IINO SURVEYORS INKED SEAL OR EMBOSSED SEA_ SHALL NOT BE CONSIDERED SEPTIC TANK (11 TO BE A VAUD RUE COPY. VI / AdxH'' v ' LEACHING POOLS (2) CERTIFlGTONS INDICATED HEREON SHALL RUN (A 6x' \OJ/Qry 1. MINIMUM SEPTIC TANK CAPACITIES FOR A POOL HOUSE IS 1,000 GALLONS. ONLY TO THE PERSON FOR WHOM RVEY E SUR 1 TANK; G' LONG, B-3" WIDE, 6'-0• DEEP 1. MINIMUM LEACHING SYSTEM FOR A POOL HOUSE IS IS PREPARED, AND ON HIS BEHALF R RE TOf 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSME STRENGTH OF 3,000 q, AT 2B DAYS. 2 POOLS; 2' DEEP, B' di0 TITLE COMPANY, GOVERNMENTAL AGENCY AND / / A TOP THICKNESS OF B" AND A BOTTOM THICKNESS OF K'l LENDING INSTITUTION LISTED HEREON, AND 3 WALL THICKNESS SHALL BE A MINIMUM OF 3', 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (DR EQUAL) THE LENDING INSTI- E - _ ZONE AE (EL 9�- �.� AIL WALLS, BOTTOM AND TOP SI CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 I, TO THE ASSIGNEES OF 15.AZ'2 ZONE XA / T P° LEACHING STRUCTURES,BE, SOLID DOMES AND/OR SUBS ON C RTIFlG ONS ARF NOTTRANSFERABLE. Q' 4 ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WA DIRECT. 3 ALL COVERS SHALL BE OF PRECAST REINFORCES CONCRETE (OR EQUAL) L 5. THE SEPTIC TANK SHALL BE INOF CON AT LEVEL IM ALL DIRECTIONS (WITH A MAX. TOLERANCE OF tlf4� 4 A 10' min. DISTANCE BETWEEN LEACHING INCFOCUS AND WATER UNE SHALL BE MAINTAINED 9' p0 ON A MINIMUM O' RICK BE OF COMPACTED SANG OR PFA GRAVEL 5. AN B' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TPNN SHALL 0E MAINTAINED N 9A 9 THE EXISTENCE OE RIGHT EC WAYS 6 AID' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHILL BE MAINTAINED IF ANY, NOT SHOWN TARE FNOT GUARANTEED. �6 N 7g°O9'1 2" �� '�4 \ / �O BY OR NO APPROVED AS ADOPTEDSHE �A7 �dJoseph A. Ingegno 58. PREPARED IN ACCORDANCE WITH THE NIMUM 9 j ' W N "'YY°xa \ , • 5 MR SUCH USE OR TE LANE . 59264 `:\ \ /J/ PY4��Q. �? TRLEAss�� N N� Land Surveyor YIP* Y �° Q' Q `p toe°�� Go 0 ,�tiOO aHpq 1 p�10�'r O Title Surveys - Subdivisions - Site Plans - Construction Layout �.� 029'\\ 5 60, �� w Wc�yza Cniji 98 PHONE (631)727-2090 Fax (631)727-1727 A, ?0„ \ \\ v�y SED[ OSV OFFICES LOC4TEO AT MAILING ADDRESS 'LCYY " \ 322 ROANOKE AVENUE P.O. Box 1931 00� 9 l N.Y.S Lic. No 49666 RIVERHEAO, New York 11901 Riverhead, New York 11901-0985 22�434C rs I \ gxisP, �I 1 r i I � \� P�Mp i 1 �r71-I-Vornt; r 1 a I � S'o K/od ; cboo \ G �'6' 6 - 3c�o 3,5 ` 7c v /e000 ,_ � 273sd/32626fsF=. 3 ,3 �� �o '¢D b12tiEMf ()Wl 4AeY 1140 \A-TM NkRt rh, Y q t GEPI�i�S I�-651DEf�ll,� ,bfLlErot, !JY I.o1 Ivoo - z6 - Z - '�Z, Z ;,U^'�'%�'�yr�� Job Date Elizabeth Thompson . Architect J/23(07- 250 /23(oz250 Mercer St. Suite B 806 Title scale AL New York, NY 212-614-7180 �j fL ��N = IDO1 11 10012 ETArchitectOnyc.rr.com + - - - - - - - - - - - - - - - - - - - - - - -- - -t - I I RD It IF— p Gelua - - I j DPkfhl N I ri Pcn� �1fb¢"dWt; T%v�jv5, I li I II 'I •� - Ili - .I li li - - - - I� I I �- -��- = - - - - - - - - -hili '- - - SII- - - - - - - -�II� - � I I II I I II - Illi it i III j � II - 11 l; li 11 , j� II ,I Il I I txlstl lit, Pooh �k9� I 7 'C"3y Mrt i Jnr »326.1 a - y, QF NEN�o° Job Date Elizabeth Thompson . Architect FOOL'I4OL 6' 66PI*' Pte, 1/13/o Z' 250 Mercer St. Suite 8 806 Title Scale New York, NY 212-614-7180N I/411Z:l Cil 10012 ETArchltect@nyc.rccom 1 1 1 1 F. V. ' FL. 000 VEA."f 50,_0„ 6'-0" 44'_0„ 6'-0" 44,_0" 2'-3 1 5'-1 3/4" 13'-7 3/4" 8'-6" 2'-6" PROVIDE 5/8" FIRE CODE GYP WALL s, BD. ON WALLS CLG. WUDH WgWN 2836 F•I/. (TEMPERED GLT32 W26510 (3) 2" X 6" TW26510 ASS d' / �� 2 2" X 8" (2), 2" X B" ) (TEMPERED XGLeASS) POSTS FT�) (TEMPERED GLASS) ____________________ ____________________________________________� y _ 4'-0" 8'-0 1/2" 30'-9 1/2" r______, I I I I FLAT CL N 'elb1I \ ^w I I I I I I I \CHANGING ROOM iV �\ n xtt as jl I I I I I I M BATH R m I I 9'-9 1/4" 1 `a 1 I I ry6�� n m FLAT CLG n o�� o e I I I I ^ I I n HWH Qm ( )2 16 I I I Im m I I O W I I I IN v I I I m \\ SHOWER / T I �- \ / m (2) 2„ X m I I \ I I V-0" X 3'_0„ X 1p_0'`� r_ UNEx zl ( I " ) 1 /4.�. „ mU ((TYP) go o a I I I CONC FTG FOR V I - FILL AS READ - I I o e 2 \ / HELVES m oox o I fDRY ) Ir 4" CONC SLAB W �I I I B iv - W I _ MCR L -RID _ " "I r iv I i ;WELL/ i i POST ABOVE I I l0 6 X 6 10/10 WWM ZI I I �O a // \♦ P43�" X 4 aw xm o NwN I I I L_ _J I� I I I / 5'-8 1 cl 6'-4 1 2" 3'-4" m xR I I I Io of I I / \ I / x� \ N N ❑ v I I I II Iz I I I m SHELVESIz I V I I I i0 0 0i I I 2 CHANGING 10._0„ RIFF I / n� \ 0 io I I I I e" cONC WALL y1N I I °� N ��s •7 STORAGE '—'(I �g 1 m m I I I I 16" X 4' CONC TO I I 1. �� in �V• a FLAT CLG m y l m /^ /--\ I I I I I N \ / / �--�\ \ \ ((2) 2„ X 6„ I L------J ______________I___ _______ ___ I I oy0 1 N �? + FLUSH \ / \ (TYP) f.V. ------------- ----- --------------J a ss (3) z x 10° (3) 2" x 10' I I ------_-,--- -________ _________ ---------------------------- - HOSE BIBB . (2) 2" j8" WIFD 2668 WIFD 468 WIFD 2668 iVv W265 II1 0 TW26510 TW26510 a TEMPER GLASS) - -01 OUTDOOR n L GRILLE oA �0 mWALLS o xo 18" WIDE 1 ' f I m m W/ BLUESTONE TOP in I iv ro 2" x 10" - 16" O.C. R.R. 2" X 10" - 16" O.C. R.R. I o m 7__J I � I I1 o I -_-----r 7n I 4" CONC SLAB W/ o I I i I I I /1 I ro j AWAY F 1(C POOL WWM ITCH L— -----------� --------�J SWAT � Ivij jIvi � L DG1rIr STONE WALL NAS E ABOVE ES NO D 12 DIA PERMACAST LINE OF ROOF ABOVE TESTINGBEFORE COV RING 1' 2' X4' X1' 11'-4 3/4" TUSCAN COLUMNS (TYP) CONC FTG (TYP) PLUMBFP CFS"LI AFORE 000 X000 000 DOOM 0000 000 00 0000 ONLLD[ N- CERTIFICATE C, O GJPANCY SOLDf Fp IN WATER EXISTING POOL ExlsnNc Pool SUPPL �. "�`;M ANNOT EXCEED � �� OF % LEAD. Mr.1 IpAftIry ()Qn -- -------------- - --- ----------- ------------- --------- --------IN -- F7 ILCANSTRUCTION HALL USE IS U.UNLAWFUL MEET THE REQUIREMENT 3 CF THE WITHOUT CER IFICATE CODES OF NEW YORK TATE. 8'-4 3/4" 1'- ' 3'-10 1 4" 2'-0",!, 14'-0' 2'�-0" 9'-8° " OF CCUANC 4'-11" 10'-2" 10'-3" 11'-101 2 6'-91 2" 11'-4 3/4" 16•_0:, 10,_8„ CERTIFICATION OF 15-10' s'-o" s'-2" NAILING & CONNECTIO S il 44'-0" 50'-0" 1 REQUIRED. 50'-p" APPROVED AS NOTED DATE: /° B p , _3 7.�J- COMPLY WITH ALL CODES C F NEW YORK STATE & TOWN CO ES FEE: BY AS REQUIRED AND CONDITION 3 OF NOTIFY BUILDING DEPA" L-3 1 765-1802 8A TO a. ✓ SOUTHOLDTOWN ZSA 1 FOLLOWING INSPECTION SOUTHOLD TOWN PLANNING IOARD 1. Fr, 17ATION • TWO R- 1 1 F„ POURED coNCAETF SOUTHOLDTOWN TRUSTEES 2 RC FRAMING & P, N.Y.S.DEC 3 N S 4 FII -' -ONS'RUCTION U- F L O O R P LAN ..� ,�.z:E -DR CC. FOU N D ATI O N E L A N A' L CONS uc 1��1a sHaLL IaE� THE Arfll � O RFOUIRDAEN� "-+G�.�'1E5:Lr NEW y � W SC..�y� F`\` E W YORV BT4T: f+'1: �',K -SlB E FOR DESI6N ,'R .;uNSTRUCTIGN E t N ,P RETAIN STORM WATER RUNOFF FLOOD ZONE '' } J12d311 °e' PURSUANT TO SECTION 45401 COMPLY WITH CHAPTER "46' - 't as, N6 WRITERSCER IFICATE OF THE TOWN CODE. FLOOD DAMAGE PREVENTION REQUIRED SOUTHOLD TOWN CODE. DATE. -T-25-04 G E P H A 5 P O O L H O U 5 E REV: q--1-o4 D O U G L A 5 5 T R E E T MARK K. 50HWAR7Z AIA REV: 11-26-04 O R E N T. N. Y. A R G H I T E G T. PLLG DO NOT PROCEED ITR P.O. BOX 113EVEY GUT0H06UE, N.Y. 111155 FLOOR OF FOUNDATION LO ATIO CONSTRUCTION MAY NOT BE ALTERED 651 - '154 - 4165 1 L O O R PLAN HAS BEEN APPRO ED. FROM THIS BLUEPRINT WITHOUT F O U N 1) A T I O N PLAN NOTIFYING ARCHITECT I F SHEET IOF3 ASPHALT SHINGLES F M 8 WAWN 2836 WAWN 2836 CEDAR CLAPBOARD SIDING H HJFMEM MJ nIV / \ \ / / Po i. 't� J009 , s b„ N 0 R T H E L E V A T 1 0 N W E S T E L E V A T 10 N ASPHALT SHINGLES 13 ==ME"I WAWN 2836 WAWN 2836 CEDAR CLAPBOARD SIDING Jul I ,411,r i POOL S O U T H E L E V A T 1 O N " "'` E A S T E L E V A T I O N �1^n u 4 / DATE: '1-23-04 G E P H A 5 P O O L H O U 5 E REV: q--f-o4 D O U G L A 5 5 T R E E T MARK K. G H W A R T Z AIA O R E N T N. A R G I H T E G T. PLLG REV: q26-04 P.O. BOX 933 CONSTRUCTION MAY NOT BE ALTERED curcHOODE, N.Y. 11155 631 - '734 - 4155 7 FROM THIS BLUEPRINT WITHOUT L l� �� �T 11 Ili I �� 1\T S NOTIFYING ARCHITECT %M20F8 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 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 uprights.All headers shall be a min. of 2-2" x 8" or as shown on drawing. 5. Solid blocking shall be provided for all joists and floor beams as per N.Y.S. code or as noted ® 8'-0" o.c. min. Provide 2" space for air circulation in roof. 6. Double framing around all openings (SKYLIGHTS, STAIRS ETC.) or as noted on drawings. 7. All flush wood connections shall be fastened with rated galvanized metol connectors by "TECO" or approved equal. 8. 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 5-10D nails at sill and plate. All exterior nails shall be galvanized. 30 YR ARCHITECTURAL ROOF SHINGLES (3) 1 3/4"" X 14" 10. Plywood sheathing to be nailed with 8 D 0 4" o.c. exterior 1/2" CD% PLYWOOD ROOF DECK MICROLAM LVL RIDGE �-------------------------- -- - - - edges and 6 D 0 12" o.c. Intermediate. 3 2" X 10" RIDGE 30 BUILDING PAPER r------- ( ) 2" X 10" - 16" O.C. R.R. RIDGE VENT (TYP) I I 11. All interior and exterior finishes, flushing and waterproofing shall I I be by Architect. I I G 12. All roof rafters shall be attached to the plate and stud with vF{ galvanized hurricane type connectors by "TECO" or approved equal. For timber pile foundations, provide hurricane clips at all I I perimeter joists to girder connections. 12 I I 13. All pre- engineered lumber shall be TRUS JOIST MACMILLAN series 2" X 6" - 16.. 0. �8 I I Wood-1-Beams and LVL products or equal. All Joists, girders and R-30 INSULATION SIMPSON TYPE H2 HURRICANE I I headers shall have bearing stiffeners Installed as per manufacturers TIE DOWNS EVERY RAFTER I I recommendations. Web stiffeners shall be required at all load and I I bearing points at a minimum. A single 1 3/4" LVL rim joists shall be I I RIDGE RIDGE required at floor perimeters. Handling, storage and erection of 6" FACIA 1 components shall be as per manufacturers recommendations. (2) 2" % 10" TIE BEAMS BETWEEN DOU LE 12" SOFFIT W/ I I 1 14. Provide solid blocking for bearing of all beams and posts. RO F RAFTERS EACH SIDE - BOLTED CONT. VENT I I R-19 INSULATION I I I 1/2" GYP WALL BD ON WALLS WOOD CLAPBOARD SIDING I I I RESIDENTIAL GENERAL NOTES (3) 2" X 10" & CEILING W/ 3 COATS OF 1/2" COX PLYWOOD SHEATHING D GIRDER SPACKLE & 2 COATS OF TYVEK HOUSE WRAP I I Z qY 1. All work shall be as the requirements of N.Y.S. SIMPSON TS18 0l PAINT 2" X 6' - i6" O.C. WALL STUDS I �F} Building Code. When building In other juristrictlons, RAFTERS TO GIRDERvariations or adJustmenta may be required, verify any ouch 12" DIA PERMACAST I I I requirements with the local code. COL. (TYP) 2. These plans to be used In conjunction with the Outline Specs 4' CONIC SLAB W/ 6X6 STUD TO FON METAL I when provided. L10/10 WWM PITCH AWAY HURRICANE CLIPS I I 3. Assumed Solt Bearing Capacity: 2 tons/Sq.ft. FROM POOL L--_-__-_ �- 1 4. Concrete to be plain, unreinforced, 3000 Ib - 28 day test. I--T---------------T------ ------------- ---------------J 5. All footings to rest on virgin, undisturbed soil. 6. All lumber to be Hem. Fir No. 2 1150 P.S.I. unless noted on plans I I I I 1 7. LOCATION UYE DEAD DEFLECT LIMIT I I I I 4' CONIC SLAB W/ 6X6-/\ �� let FI 40 LB. 10 LB. L/360 I I I 10/10 WWM 8" CONC WALL ON 2nd FI (Sleep Area) 30 LB. 10 LB. L/360 16" X 8' CONC FTG ) 12" DIA SONOTUBE lJ-L1 \ Attic (Non Storage 10 LB. 5 LB. L/360 CONC PIERS TYP - - KE 2" X 4'" CONT w ( ) -_- KEYWAY co Roof 30 LB. snow se Lfo ge attics ON CONIC FTG � Gelling beams may have to be Increased for storage office and rafters Increased for higher snow loads. B. Electrical work to conform to the National Electric Code, New York State Energy Code, dated March, 1991, and any applicable local codes. 9. Provide smoke detectors as per code 10. All headers to be (2) 2" x B" unless noted otherwise. 11. Double floor joists under parallel partitions 1 12. Indoor design temp. shall be max 72' for heated areas If used and min 78' S E Q T N A for cooling, based on table 2-1 In the New York State Energy Code dated March 1 1991. 13. All exposed water piping and/or heating ducts If used to be insulated as per Sec. 7813 of New York State Energy Code dated March 1. 1991. 14. All construction is to be in accordance with prevailing codes and standards INSTALL ALL LSTA-20 GAGE RIDGE STRAP ALL RAFTER POSITIONS. R F P LAN 15. All windows to be thermal Insulated glass. 16. The Architect assumes no responsibility for the construction means, SIMPSON H2 HURRICANE CLIPS NAILED FROM RAFTER TO STUD methods, techniques, sequences, or procedures, or for safety precautions ALL RAFTERS 5-8d NAILS EACH END. and programa In connection with the work. There are no warranties, nor any merchantlbllity of fitness for a specific use expressed of Implied In the use SIMPSON CST26-27 1 1/2" WIDE STRAP 0 48" O.C. 12" FROM EACH CORNER of these plans, WRAP AROUND SILL PLATE, USE 4-Bd NAILS INTO SILL PLATE 14. Contractor to verify all dlmenions before starting NAIL SHEATHING TO SILL PLATE USE ed NAILS ® 4" O.C. construction, Do not scale drawings. Follow dimensions only. APA RATED 5/8" SHEATING TO EXTEND TO TOP OF PLATE. INSTALL CST26-27 METAL STRAPS 0 ALL JACK POSTS WITH 4-8d NAILS EACH END (TYP) HEADER TO JACK POSTS. ATTACH ROOF SHEATING WITH 8d NAILS 4" O.C. ALONG ALL PANEL EDGES, 6" AT ALL OTHER PLACES, 120 MPH BASIC WIND SPEED, WITHIN ONE MILE OF SHORE LINE S ALL NEW WINDOWS AND GLASS DOORS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1999. 1t,/ CONTRACTOR TO PROVIDE PRE-CUT 1/2" PANELS TO COVER THE GLAZED E VV OPENINGS (SCREW INTO TRIM ONLY) PRE-DRILL EDGES AT 9" O.C. TO ACCEPT 2 1/2" #8 WOOD SCREWS TOP AND BOTTOM. PLYWOOD PANELS TO BE MARKED FOR LOCATIONS STORED ON SITE. N y•rEf a�ri;i, 1 �t 1�4 St � N r' rt f \q�mo J2253q -� • o• Nlp DATE: 'T-25-04 C E P H A 5 P O O L H O U 5 E Rev: 9-7-04 D O U G L A S S T R E E T MARK K 50HWARTZ Al A O R E N T, N. Y. A R G H I T EC T, PLLC RE2V, 11-26-04 P.O. BOX 955 1 CONSTRUCTION MAY NOT BE ALTERED CUTCHO&UE, N.Y. 111155 FROM THIS BLUEPRINT WITHOUT 691 - '154 - 4165 I (� �1, I Q 1T 7 NOTIFYING ARCHITECT %MBOF6