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HomeMy WebLinkAbout31547-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32563 THIS CERTIFIES that the building NEW DWELLING Date: 08/27/07 Location of Property: 235 LINNET ST GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 48 Block 2 Lot 33.1 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 4, 2005 pursuant to which Building Permit No. 31547-Z dated OCTOBER 21, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH COVERED FRONT ENTRY AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5270 DATED 4/17/03. The certificate is issued to PAUL DAVIS JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0204 07/09/07 ELECTRICAL CERTIFICATE NO. 2097874 08/03/07 PLUMBERS CERTIFICATION DATED 07/09/07 RBT.VANETTEN PLUMBING Rev. 1/81 5 Cazf -r>-ot1Y7 ��a i a�\a Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 rn, wk APPLICATION FOR CERTIFICATE OF OCCUPANs^, 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. JSIIri 2841 New Construction: V Old or Pre-existing Building: / (check one) Location of Property: _. Z 3 `5 L1 nr N e -I 1siry T aee-A! %/dr r House No. Street rHamlet Owner or Owners of Property: f A"l k DnUIS j✓ Suffolk County Tax Map No 1000, Section (9j a $ Block 0 2— Lot O 3'5 r 1 Subdivision Filed Map. Lot: Permit No. rJ L Date of Permit. — 2 fj- Q 5 Applicant: rAt l k, b4U i c J +� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ &Z,-, ) 2a 6 8' CLT it 3x563 Final Certificate ✓ fcbecknnel 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. 31547 Z Permission is hereby granted to: PAUL DAVIS JR Date OCTOBER 21, 2005 1260 KOKE DR SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT ENTRY PER ZBA DECISION #5270 AS APPLIED FOR at premises located at 235 LINNET ST GREENPORT County Tax Map No. 473889 Section 048 Block 0002 Lot No. 033.001 pursuant to application dated OCTOBER 4, 2005 and approved by the Building Inspector to expire on APRIL 21, 2007. Fee $ 1,183.20 Authorized Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. PO BOX 38 GREENPORT, NY 11944-0038, Located at 235 LINNETT ST GREENPORT, NY 11944 Application Number: 2097874 Section: Block: Lot: PAUL DAVIS 235 LINNETT ST GREENPORT, NY 11944 Certificate Number: Building Permit: 31547 2097874 BDC: NS37 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, 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 3rd Day of August, 2007. Name 2Y Rate Rating Circuit Type Disconnect 2 0 60a Air Conditioner Receptacle 7 0 GFC1 Service I Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 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. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. PAUL DAVIS PO BOX 38 235 LINNETT ST GREENPORT, NY 11944-0038, GREENPORT, NY 11944 Located at 235 LINNETT ST GREENPORT, NY 11944 Application Number: 2097874 Certificate Number: 2097874 Section: Block: Lot: Building Permit: 31547 BDC: NS37 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, 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 3rd Day of August, 2007. Name QTS' Rate Rating Circuit IyRe Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 5 0 Smoke Appliances and Accessories Furnace 1 0 Oil Dish Washer 1 0 1.2 KW Exhaust Fan 4 0 F.H.P. Air Conditioner 1 0 30.000 BTU Air Conditioner 1 0 24.000 BTU Wiring and Devices Outlet 53 0 Fixture Fixture 53 0 Incandescent Outlet 79 0 General Purpose Receptacle 45 0 General Purpose Switch 58 0 General Purpose Dimmers 1 0 Paddle Fan 5 0 seal Receptacle 1 0 20a Laundry Continued on Next Page I 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. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 r- BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Pernlit No. 7 Owner: —y4A X (Please print) Plumber: R�Pf V1 E+-kn (Please print) lead. Fax (631)765-9502 Telephone (631) 765-1802 `'.' Z�Tcw� Ft. \i Date: o� I I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this 0?6 day of 2007 Notary Publ County Ei E. �Sr PLES Commission Els July 30`j C3 S �. �►ol aff � Sao r- BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Pernlit No. 7 Owner: —y4A X (Please print) Plumber: R�Pf V1 E+-kn (Please print) lead. Fax (631)765-9502 Telephone (631) 765-1802 `'.' Z�Tcw� Ft. \i Date: o� I I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this 0?6 day of 2007 Notary Publ County Ei E. �Sr PLES Commission Els July 30`j of Exers MAYOR DAVID E. KAPF.LL TRUSTEES WILLIAM J. MILLS III GEORGE W. HUBBARD GAIL F. HORTON BRADLEY 13. BURNS September 26, 2002 RE: Property located at: Lot 69, Linnet Street Greenport, NY 11944 To whom it may concern: 236 THIRD STREET GREENPORT, NEW YORK 11944 UTILITY OFFICE (516)477-1748 F.(516)477-1707 POWER PLANT (516)477-0172 All requirements for a connection to the Greenport sewer system, for the above referenced property, have been satisfied and the application of Paul Davis, Jr. has been approved by the Village of Greenport Board of Trustees. If I can be of any further help in this matter please call me at (631)477-1748. Yours truly, GREENPORT UTILITIES Thomas Cybulski Administrative Aid Utilities Operations ` APPEALS BOARD MEMBERS iydia A. Tortoni, Chairwoman Gerard P. Goehringer George Horning Ruth D. Oliva Vincent Orlando BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hag 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (631) 765-1809 http://southoldtown.northfork.not RECEIVED PIP", 8.'3'a y/Y\ FINDINGS, DELIBERATIONS AND DETERMINATION �, AY 1 3 2003 MEETING OF APRIL 17, 2003 a Appl. No. 5270 — PAUL DAVIS (and Prooertv of Van Bolt & Others) S etkold Town Clerk Property Location: 1025 Ninth Street and 235 Linnett Street, Greenport; 1000-48-2-32.1 and 1000-48-2-33, respectively. 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 FACTSIDESCRIPTION, The applicant's property Is a 5,625 sq. ft. vacant lot (except that it contains remains from an old foundation), with 50 ft. frontage along the north side of Linnet Street, Greenport, and shown on the Suffolk County Tax Maps as No. 1000-48-2-33. The adjacent property is a 20,168 sq. ft. improved lot with 112.94 feet along the east side of Ninth Street and 184.76 feet along the north side of Linnett Street, and shown as CTM 1000-48-3-32.1. Both lots are shown on the Map of Greenport Driving Park filed in the County Clerk's Office on December 1, 1909 (Lot Nos. 7, 8, 68, 69), and are more fully shown on the detailed map prepared by Stanley J. Isaksen, Jr., L.S. dated March 31, 2003. BASIS OF APPLICATION: Building Department's October 2, 2002 Notice of Disapproval, amended October 28, 2002, citing Section 100-30A.3 in its denial of a request for a lot -line change. The reasons stated in the denial is that the proposed lot line change is not permitted because the bulk schedule requires 40,000 sq. ft. of total area, lot width of 150 feet, and lot depth of 175 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on February 20, 2003 and April 3, 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 Is requesting variances under Section 100-30A.3, Bulk Schedule, for a modification of sizes for two existing lots: (a) lot area of CTM 32.1 [formerly 31.1 and 32], reduced from 20,168 sq. ft. to 18,557 sq. ft. and increased lot width from 184.76 ft. to 169.76 feel; and (b) lot area of CTM 33, increased from 5,625 sq. ft. to 7313.55 sq. ft, and lot width increased from 50 feet to 65 feet. ' 'Page 2 - April 17, 2003 Appl, No. 5270 - Paul Davis 48.2-33, 32.1 at Greenport REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The properties subject to this area variance are In a very developed neighborhood consisting of many preexisting, non -conforming parcels approximately equal in size to the applicant's proposed properties, after the lot -line change Is made, and will not result In a significant increase in the density of the neighborhood. The Applicant -Paul Davis proposes to build a dwelling on CTM 33, and wishes to Increase the size of his lot by acquiring 1668.55 sq. ft. (15' x 112.57') from the adjacent property (CTM 32.1). This change will give him an additional westerly side yard of 15 feet, and will increase his lot from 5,625 sq. ft. to 7313.55 sq. ft. 2. The benefit sought by the applicant can not be achieved by some method, feasible for the applicant to pursue, other than an area variance, because the applicant seeks to enlarge to size of pre-existing lot (CTM 33), while reducing the size of the adjacent lot (32.1), Includes and combines Lot Numbers referred to as 7, 8 and 68 on the Map of Greenport Driving Park (GDP), and shown on the Isaksen survey dated 03-31-03 survey. This will create a more conforming parcel 33 (GDP #69), and allow more room for the applicant's proposed residence. 3. The requested variance is not substantial because the proposed construction on the applicant's lot (CTM 33, GDP 69) will meet the average neighborhood minimum setbacks within 300 feet of the property, and total lot coverage after construction will be +- 15 percent. The lot coverage for the remainder of the combined lots 7,8, and 68, also known as lot 32.1 will be increased to +-12 percent. 4. No evidence has been submitted to suggest that the proposed lot size variances will have an adverse impact on physical or environmental conditions In the neighborhood. The proposed variances will not have an adverse affect or Impact on the physical or environmental conditions in the neighborhood, or district because the applicant seeks to build on a larger, and more conforming size parcel, after the lot line change is finalized. 5. The difficulty for the applicant is self-created, since the applicant seeks to change a pre-existing lot line. 6. The relief offered to this applicant is the minimum necessary for this applicant to enjoy the benefit of a new residence, while at the same time protecting and preserving the character of the neighborhood, as well as the health, safety, and welfare of the surrounding community. Page 3 — April 17, 2003 ,4ppl. No. 5270 — Paul Davis 48-2.33, 32.1 at Greenport 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 Chairwoman Tortora, seconded by Member Goehringer, and duly carried, to GRANT the Variances as applied for and shown on the 3-31-03 survey map prepared by Stanley J. Isaksen, Jr., L.S., subject to the following CONDITION: This variance is limited to a total of two (2) lots, without any Increase in density, and set forth below: (a) a lot area of 18,557.02 sq. ft. and 169.76 ft. of lot width along Linnet Street for the parcel affected by this lot size change, currently Identified on the County Tax Maps as 32.1 which included Greenport Driving Park Lot #7, 8 and 68, and (b) of area of 7,313.55 sq. ft. and lot width of 85 feet for the parcel ly identified on the County Tax Maps as 33 which included Greenport Driving Park Lot #69. 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 addressed In this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Horning, and Orlando. (Absent was Member Oliva.) This Resolution was dulyopt Lydia A. T a, Chairwoman —Approved for Filing 5/ /G /03 �2g'i March 28, 2007 LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT N.Y. 11944 (631) 477-1652 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Paul Davis 235 Linnet Street Greenport, NY 11944 Permit # 31547 TO WHOM IT MAY CONCERN: I have inspected the site of the above mentioned residence with respect to the membrance waterproofing and found- the work meets or surpasses the requirements of the New York State Building Code and the Southold Building Code. Sincerely, 0fOCE fif{yY r * 3st v g Lawrence M. Tuthill, P.E. n y 2 rr� 0.12254-1 R LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 March 13, 2007 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Paul Davis 235 Linnet Street Greenport, NY 11944 Permit # 31547 TO WHOM IT MAY CONCERN: I have inspected the site of the above mentioned residence with respect to the rough framing, plumbing pressure tests both water supply and sanitory system and insulation. All were found to be done in accordance with the New York State Building Code and the Southold Town Building Code. icerely, Lawrence M. Tuthill, P.E. AR 15 ? �r C+s I: Foy r^ I 3 0•,9 FtSlC1��/ 316Y 7 -e - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [V11 FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ! © INSPECTOR 3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING / STRAPPING 1 FIREPLACE & CHIMNEY FIRER A WKSTRUCI l% [ ] ROUGH PLBG. [.17INLATION L [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR FIELD INSPE("?'TON REPORT I DATE COMMENTS FOUNDATION (1ST) - y x -------------------------------------- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING 2W4 n,z y r6 fi INSULATION PER N. Y. STATE ENERGY CODE /a - a' r �3 or FINAL �2 O *41 zz ADDITIONAL COMMENTS 77 C!% Mme` Pv CLl k �4 � H O( z_ h x 5 t4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. , Q/ S% r-- Examined__., 20 dS Approved 20 0$— Disapproved arc Expiration Jt -a/ 2007 42005 i Building Inspector Do you have or need the following, before applying? Board of Health ✓ 4 sets of Building Plans ✓ Planning Board approval Survey y (� Check � o� A Septic Form N.Y.S.D.E.C. Contact: Mail to: PALA� 1741115 J 1260 Kok�r,/ Dr 5o,`P6U �Y Phone: 631 166- 2V!g APPLICATION FOR BUILDING PERMIT Datek' �p� 2 1 2066 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. Signature of app ' ore, if a corporation) 110 6L, L- sauv-x�/� /(g-� ( (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Aui A( , lAv/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. 300 8 - P Electricians License No. Other Trade's License 1. Location of land on which proposed work will be done: _ 02.55 4rl vet V 6wee,le6v f House Number Street Hamlet County Tax Map No. 1000 Section ©`! $ Block p'�" weft } r '"X) Subdivision Crteeat 1).,k Filed Ma Nopau' ' f^; � of 69 d (Name) .J txu, . N, ,,, nu"mflo. 2. State existing use and occupancy of premises and intened use and occupancy of proposed construction: a. Existing use and occupancy Va C rt t b. Intended use and occupancy �j ecoS�e ,, (II 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost_ 3001006f Fee (Description) (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 O 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front_ Height Number of Sto Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES_ NO Will excess fill be removed from premises? YES NO 14. Names of Owner i lI No. �65,2308' Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO C * 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: COUNTY OFsld{ro 1 k) I Cta.l-I 'DCL V t �, JV_ _ • being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 07,t.) >7 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. _ Sworn t before me this ,(1 7h day of 20_ �i / /.1/ /f / % KIT Notary Public I/ l/ -Signature of licant N010 In I/C� � 2007 Dake. Reviewed: Owners Name:- J // -(L Architect/ Submitted: SCTM fi: District: 1,000 Section: Mock: Loi:._ Project Subdivision di Location: —12L. Name: u Siqle &, separate Required cell ifteat i0a: (yes( AA Z zmlint Dis(fic (Lot size: 'Fo A11,14- C Rcq' Proposed: Req- (SideYard (Rear Yard 13foNscd- Project Description- AGFINCMEUM REQUIRED FOR RE WEW N.A.NO YES Dp SuSuffolk Couqty Healthet. t� ,'�/o ' N6w York State. D. E-- C. Town Trus tem Town ZOUW Board applov , Town PI&wIng Board approly1. Flood.Plaue, Elevation V? Flood Zone-,. I a LOT 77 e COR. FENCES 82°46'40E STOCKADE 50.0 NO.2' FENCE ..: WO.2' AVERAGE ELEVATION OF LOT = 15.5 (LOT GEN'LY LEVEL) LOT 68 w I I I\ PROPOSFD ROC RL SIDDEN97 LLJ PROP. DRIVEWAY fm ASPHALT BERM LINNET STREET COR. FENCE N0.0' EO.2' U LOT 70 Im w U w 1x END a FENCE E1.4' TIE = 400' • SURVEY OF LOT 69 IN MAP OF GREENPORT DRIVING PARK SITUATE GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: PAUL DAVIS FM# 369 DATE FILED DEC 1, 1909 TMS 7000-048-02-33 SUFFOLK COUNTY DEPl.R'ME-17 a OT 1177AI,TH SERVICES ON FOR A DATE APPF ON a ri 1!1 E XTU:_ _ ; A J:' A ROYAL 1 . 22 AUGUST 2002 110W PROP It[ snn N(A GUARANTEED TO: PAUL DAVIS FIDELITY NATIONAL TITLE INS. CO. ZONED R-40 GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY, LENDING INSPTUITON, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSPTUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSPTUTIONS OR SUBSEQUENT OWERS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS \ Wy Z THE NEW YORK STA U EDUCATION LAW. w J ie COR. o 10' MIN THE LAND SURVEY EMBOSSED SEAL SHALL FENCE N W c) W C\ COPY N 3 N `.. 2 JULY 2004�- SO.8' SCALE x = _ o AREA' ,7 5,62b S F1 r ' OR E0.2' 0.12RES a fm ASPHALT BERM LINNET STREET COR. FENCE N0.0' EO.2' U LOT 70 Im w U w 1x END a FENCE E1.4' TIE = 400' • SURVEY OF LOT 69 IN MAP OF GREENPORT DRIVING PARK SITUATE GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: PAUL DAVIS FM# 369 DATE FILED DEC 1, 1909 TMS 7000-048-02-33 SUFFOLK COUNTY DEPl.R'ME-17 a OT 1177AI,TH SERVICES ON FOR A DATE APPF ON a ri 1!1 E XTU:_ _ ; A J:' A ROYAL 1 . 22 AUGUST 2002 110W PROP It[ snn N(A GUARANTEED TO: PAUL DAVIS FIDELITY NATIONAL TITLE INS. CO. ZONED R-40 GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY, LENDING INSPTUITON, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSPTUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSPTUTIONS OR SUBSEQUENT OWERS. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEV✓ SUFFOLK. N.Y. 11956 631-734-5835 CI N`.F J' Nfj ` U/vc, NYSI_icNo. 4927k1U%r UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STA U EDUCATION LAW. COPIES OF THIS SURVtY MAP NOT BEARING THE LAND SURVEY EMBOSSED SEAL SHALL NOT BE CONSIDER 'TO BE R'VAUD-TRUE COPY SURVEYED: 2 JULY 2004�- 1 SCALE x = _ AREA' ,7 5,62b S F1 r ' OR 0.12RES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEV✓ SUFFOLK. N.Y. 11956 631-734-5835 CI N`.F J' Nfj ` U/vc, NYSI_icNo. 4927k1U%r CORNER 77 FENCE CORNER woz'. S 82'46'40"E 65.00' FENOCOE, FENCECE E o.a' Q M w co LOT 69 M I. Lf) o � TM 1000-048-02-33.1 � N o a io .n I N o ° `6 O M M O � I 00 p PROPOSED CELLAR Kj ENTRANCE (STEPS) 27.0' O J PROPOSED GUARANTEES INDICATED HEREON SHALL RUN ONE Y TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY, LENDING INSTITUTION. IF LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION TNIB OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAL IO TRUE COPY _�-%. 4\JTEFD TO SURVEY OF LOT 69 & P/0 68 IN GREENPORT DRIVING PARK SITUATE GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: PAUL DAVIS FOR SCDHS USE ONLY SURVEYED: 2 JULY 2007 SCALE 1"= 20' AREA - 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SfFOLK. N.Y. 956 631-7Ld4-5835 o/l LICENSED/LAND 4KVEYUK NYS Lic No. 49173 01 R 1028— 1 RESIDENCE a � O IU N Ld 20.7' 32.0' 112.3 IO O ENTRY M V 0 Lu Ul O zo m O ti J 1N0 0 �IN,w Iv ~ 2 V) Z O Or W F ti d W VI ENO m FENCE m N 82 46'40"W 5.00 TIE=400' LINNET STREET GUARANTEES INDICATED HEREON SHALL RUN ONE Y TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY, LENDING INSTITUTION. IF LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION TNIB OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAL IO TRUE COPY _�-%. 4\JTEFD TO SURVEY OF LOT 69 & P/0 68 IN GREENPORT DRIVING PARK SITUATE GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: PAUL DAVIS FOR SCDHS USE ONLY SURVEYED: 2 JULY 2007 SCALE 1"= 20' AREA - 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SfFOLK. N.Y. 956 631-7Ld4-5835 o/l LICENSED/LAND 4KVEYUK NYS Lic No. 49173 01 R 1028— 1 cc.RrER LOT 77 'EN:E N 02 S 82'46'40"E 65.00' It 0: FENCE LOT 69 i L o TM 1000-048-02-33,1 N o a I _N LJ II F� CONCRETE STRUCTURE w V 8' Im 11 z UNDER CONSTRUCTION I 1 118 LINNET m 31.8' 13 12.2' T SURVEY OF O V FT -6,01 GUARANI EES INDICATED HEREON RUN IN THE PERSON FOR WHOM TO EY IS PREP THE IS PREPARED AND GOVERNMENTAL ENC TITLE COMPANY. GONER t AGENCY. GREENPORT DRIVING PARK LISTED LENDING INSTITUTION IF LISTED HEREON, AND TO THEINSTITUTION SITUATE IZD N 2 UNAUTHORIZEDALTERA TION ORADOITION TO THIS SUFFOLK COUNTY, N.Y. cr) THE NEW YORK STATE EDUCATION LAW (n COPIES OF THIS SURVEYMAPNOTBEARING SURVEYED FOR: PAUL DAVIS a END m NOT BE CONSIDERED TO BE AVALID TRUE NCE �E 4' F1 TIE=400 STREET _ I'D !J ' e- -r CP ED DEC D1, 1909 FOR SCDHS USE ONLY SURVEYED: 2 JULY 2001 SCALE 1 = 20 AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK. N.Y. 1956 631 —7,4_5835 _ ENSEDIO R- 3 Lic. No. 49272711 01 01R1028-7 13 SURVEY OF LOT 69 & P/0 68 GUARANI EES INDICATED HEREON RUN IN THE PERSON FOR WHOM TO EY IS PREP THE IS PREPARED AND GOVERNMENTAL ENC TITLE COMPANY. GONER t AGENCY. GREENPORT DRIVING PARK LISTED LENDING INSTITUTION IF LISTED HEREON, AND TO THEINSTITUTION SITUATE RANTEGNEESOF O UARANTEES ARE NOT TRANSFERABLE E TO ADDITIONAL INSTITUTIONS OR SUBSEOUENTOWNERS. GREENPORT, TOWN OF SOUTHOLD UNAUTHORIZEDALTERA TION ORADOITION TO THIS SUFFOLK COUNTY, N.Y. SURVEY IS A VIOLATION OF SECTION 7" OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEYMAPNOTBEARING SURVEYED FOR: PAUL DAVIS THE "NO SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE AVALID TRUE COPY _ I'D !J ' e- -r CP ED DEC D1, 1909 FOR SCDHS USE ONLY SURVEYED: 2 JULY 2001 SCALE 1 = 20 AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK. N.Y. 1956 631 —7,4_5835 _ ENSEDIO R- 3 Lic. No. 49272711 01 01R1028-7 CORNER LOT 77 FENCECORNER w 02'. S 82'46'40"E 65.00' FENCE FENCE E 0.4' M N ro L07 69 i F p TM 1000-048-02-33.1 � I � o a iO iG N /111'W// O M M I�- O O ti 03 PORCH PROPOSED CELLAR Vj ENTRANCE (STEPS) 12.0' p FOR SCDHS USE ONL7 n � -� E- \ I o t1 PROPOSED o III RESIDENCE I I� a W CD SURVEY OF 20.7 LOT 69 & PCO 68 GUARANTEES INDICATED HERE ON SHALL RUN IN ONLY TO THE PERSONFOR WHOM THE SURVEY 5PR£PAREANAND ONNIS YGOVRNMENT"'°TCE COMPANY GOVERNMENTAL AGENCY GREENPORT DRIVING PARK LTITLE ENDING ECAI'NST AND LENDINGSSIGNETION IME D H LENDING TOTNEASSIGNEES OF THEERAINSTITUTION GUARANTEES ARE NOT TRANSFERABLETO SITUATE ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Q U UNAUTHORIZED AL TERATION OR ADDITION TO THIS 0 SURVEY'S A VIOLATION OF SECTION 709 OF N 0 THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEYMAP NOT BEARING a THELANO SURVEYORS EMBOSSED SEAL SHALL z NOT BE CONSIDERED TO BEA VALID TRUE a w F LINNET V T 12.3' O ENTRY O pw o to N N w ND FENCE IE 1.4' W 65.00 I TIE=S STREET �F�ti'_EED TO: SURVEYED: 2 JULY 2001 SCALE 1"= 20' AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SU ,OLK. N.Y. 11956 631-7 4' 5835 _ Lic. Wo. 4927Ar 01 R 1028- 1 SURVEY OF LOT 69 & PCO 68 GUARANTEES INDICATED HERE ON SHALL RUN IN ONLY TO THE PERSONFOR WHOM THE SURVEY 5PR£PAREANAND ONNIS YGOVRNMENT"'°TCE COMPANY GOVERNMENTAL AGENCY GREENPORT DRIVING PARK LTITLE ENDING ECAI'NST AND LENDINGSSIGNETION IME D H LENDING TOTNEASSIGNEES OF THEERAINSTITUTION GUARANTEES ARE NOT TRANSFERABLETO SITUATE ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. GREENPORT, TOWN OF SOUTHOLD UNAUTHORIZED AL TERATION OR ADDITION TO THIS SUFFOLK COUNTY, N.Y. SURVEY'S A VIOLATION OF SECTION 709 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEYMAP NOT BEARING SURVEYED FOR: PAUL DAVIS THELANO SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY �F�ti'_EED TO: SURVEYED: 2 JULY 2001 SCALE 1"= 20' AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SU ,OLK. N.Y. 11956 631-7 4' 5835 _ Lic. Wo. 4927Ar 01 R 1028- 1 CORNER FENCECORNER w 02'. S LOT 77 82'46'40"E 65.00' N pCE FENCE E oa' n cv ro LOT 69 I � o TM 1000-048-02-33.1 m o N N I � � O 30 PORCH (p O PROPOSED CELLAR � ENTRANCE (STEPS) � 21.0' 12.0" � o FOR SCDHS USE ONLY O o J O a PROPOSED T I� m v m -ur I Nd i W I rn 'a RESIDENCE o m o Y A to O� L ti Z O ! mP. m I 3 x � in NNNN b TN i W 20.7' 32.0' 12.3" a I 3 O ENTRY O M .Zl V I� Nn TI P D U o N T -: O o < o z 1+1 W II i0 p I OZi f'l O -` 0 N O X� t7 z IN z LO a Is �, L, r w Ll 3 N y - N ;u N FENCE I'l 0 O �I C) y D I IE 1.6L' N 82 46 40 W 65.00 -I .n n) Z ; TE 400' c -- —p— I ,10Z vi IV '*i mn o c �K u LINNET STREET r-n1p - S Dav l' : ; ;i GURtjACIi.E f i l 11 " ZN ~ ApPnovE r T�1d1r1AT1011 DATED C REVIEW D�TE'� GUARANTEES INDICA TED HERE ON SHAL L RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY, LENDING INSTITUTION IF LISTED HEREON, AND TO THEASSIGNEES OF THELENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO AOOITIONAL INSTITUTIONS OR SUBSEOUENTOWNERS. UNAUTHORREO ALTERATION OR ADDITION TO THIS SURVEYISA VIOLATIONOFSECTION72190F THE NEW YORK STATE EDUCATION UW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Cv^ 369 ="E ;Cl! FD DEC 01, 1909 TM-- AS SHOWN � 7_'aRaNTEED TO: =AUL DAVIS SURVEY OF LOT 69 & P/0 68 IN GREENPORT DRIVING PARK SITUATE GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: PAUL DAVIS I `O -E ci SZ no sell SMAN3S Hli =,; AiNn00 }llOs nS U l-AI3J3�J SURVEYED: 2 JULY 2001 SCALE 1"= 20' AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SU FOLK. N.Y. 11 631-7 4-5835 SE /�ANrD S VEYOR LIc. No. 49 3 01R1028-1 CORNER LOT 77 FENCE N 0L' S 82'46'40"E 65.00' FENCER " J!N AM D2 FENCE il,Jl �;:re 26 nu l l 30 N 0.G' E 0.4' m LOT 69 (, F l I IC�L7 R �j TM 1000-048-02-33,1 o � N � N a W IA CONIC STEPS TO BASEMENT CONCRETE lT =j -1 LANDING EL "TREX' ENTRY W/RAILING 1 O O n 1' J CONCRETE STRUCTURE v (RESIDENTIAL) —32.1' LINNET GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLACCN OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. CCPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE C9Pr Cl, # 369 DATE OILED GEC 01, 1909 +,4n AS SHOWN 9U4R4NTEED To: PAUL DAMS ENTRY W/RA'LING m ROOF OVER r ENTRY m z R m 0 Z -i N A END m FENCE m E 1.4' y TIE=400 STREET SURVEY OF LOT 69 & P/0 68 IN GREENPORT DRIVING PARK SITUATE GREENPORT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: PAUL DAVIS 2. 21 JUNE 07 FINAL SURVEY. 1. 30 DEC 05 LOCATE CONCRETE STRUCTURE U.C. FOR SCDHS USE ONI V SURVEYED: 2 JULY 2001 SCALE 1"= 20' AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUTFOLK. N.Y. 119 631-73 —5835 „ i 1SED l�4ND SUrYOR Lic. o. 4927 01 R 1028— 1 lT =j -1 t1 1 X iR �2 p t ! -F7.D r I - 0 X'D 1 C. SURVEYED: 2 JULY 2001 SCALE 1"= 20' AREA = 7,317 S.F. OR 0.168 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUTFOLK. N.Y. 119 631-73 —5835 „ i 1SED l�4ND SUrYOR Lic. o. 4927 01 R 1028— 1 BUILDING CONSTRUCTION NOTES: GENERAL: l and Paper Association AF & PA York ucm and We American Fares ) tion work sit allcom I with the Building Cale of New 5 Pc ( 1 ANod Fa PY 6 Wood N'rome Conetructluv Musical (Wh'CM) for One -inti Two-Famdy UweOioge, 2003 SBC High Wind Ethtioa 2. All work Shall comply with the New York Sal. Energy Code. A. It shag be the contl acne responsibility to submit the size, design, and type of mechanmal systems which will be used in sufficient deal as required by We Budding Department. B. haulule up supply & mourn ducts and p[pmg m requbdl by code. C. AR windows, door ends, openings, etc shall be caulked and weather stopped 3. Single and maluple-linden smoke alarms. Single and multiple-SWbDn smoke at. Shall be installed in the following locations: I) In Such sleeping mom. 2) Outside ofeech separate sleeping Sten in the Immediate vicinity of the bedroom. 3) On inch additional story of the dwelling, including basement and cellars but not including crawl spaces and uninhabitable attics. nd� In dwellings and dwelling alts with split levels and without m avmrvening door between the 1ncent levels a smoke .1. installed on the upper level shall suffice for the adjacent lower level provided that the lower level is lees than one full story below the upper level. 4. Engineer i. not responsible for the supervision of ery seem n. Guard Contractor want verify all ddmeneeas and conditions before ww"ctim or fabrication. Engineer is not responsible for my changes without written prior approval. 5 Do not scale drawings. 6. The mgmecr shall be responsible for We conies[ of these drawings only. He .h dl not be held mapomible for my ..lands, workmanship, means or methods ofwwtmcliom. The engineer shall not be held m W"ible for the design or mstallatiov of mammals inti equipmevC Electrical, Plumbing, Hearing, Ventilation, Art Coadifioning, or any other system not specifically contained in these dmwrogs. 7. Elecum construction is to conform in the National Elecum Code, Residential Code of New York Sate, Building Code of New York State, and LIPA 8. Plumbing is to conform a the County and local Health Department requirements, and Residential Code of New York Stam, Building Code .f New Yoh Slow. 9. All but producing equipment shill be insu led in arecordsoce with Residential Code of New York Stam, Building Code ofNew York Scale and mwufint .specifications 10. Ali electrical suit mechanical equipment is in be elevated m FEMA requirements and NYS Cade IN required 11. LiNWm m off rofmional Liability: By acceptance and use of these plans We owner / bwider / agent agrees m limn the liability of East End Dm1Eng and Design, and their dmftsmen due t neglect, acre of.nor, such that the rand aggregate liability of East End Drafting & Design, and them dmRsmen Shall not exceed 50%of the eco fee for services rendered on Was project excluding Fast End Drafting & Design's expenses such a blueprint topics, reimbursed fees, etc.. 12. All ofmar flour plane and elevations are protected under fc oral copyright law. No plan may be reproduced or recomswcted Without contlm Permission. 13, Owner / Comtacmr ..at early any site specific requirements for the comWefion such an flood zone requirements, em. 14. Accrpinnee of these drawings does not authorize the right to build without the authorization of Ioced governing agencies, such as Suffolk County Dept. of Heulth Services, Town Building Departments, DEC, FEMA, em. Verify all conditions, codes, and requirements with such agencies Prior to momentum 15. Owner / Customer mail von fy all notations and construction specifications and ensue Wan nil construction mates or exceeds the Building Code of New York Stam, and the American Forest and Paper Association (AF & PA) Wood Frame Constmcuon Manual (Wali for One & Two Family Dwellings, 2003 SBC H[gh Wind Edition. 16 Acceptance ofthese drawings does not authorize We right to build without the authorization of ]mel governing agencies, such AS Suffolk County Department of Health Services, Town Building Departrmuc, DEC, FEMA, arc. Verify all Conditions, codes, and mqubemenm with such agencies prior a construction 17. Any discrepmcy on this pin is to be brought In the attention of the Engineer immediately for Re -Design. GENERAL NOTES: CARPENTRY: Provide douhlejotsm ander all partition walls unless otherwise noted Provide typical emrgy toroem +mmrior/ PLMODn9 Fireplace -provide support for hearth as required. Sill plates are to he 2" x 6" treated 40 yea CCA with sill seeder. Provide sill sealer - helm tm[ite shield. 2" x 6" - 1611 use exterior walls. 2" x 4" - 16" ve mmrior wells - unless noted otherwise. All wall am& sm a be 92 or better Douglas Fir-Lamh. All othn framing membere me t be #2 or better Douglas Fir -larch or otherwise now. Provide Solid blocking beneath all bearing points. Provide launching metal connection an required in all conditions as per slat and local vides. Openings m have (2) 2 x 10 headere - worse oWerwae noted. Log bolt all steel whams in girders in cellars, crawl spawe and basemen. 3/4" cdx timpani. 1/2" cdx roof sheathing (5 ply) 1/2" cdx exmnor wall sheathing Provide fire blacking in all walls and floom as matured by sate and local codes. CONCRETE: Foundation to he covsWcled of 13" ICF system as per manufalures specs. Fiat sort secoad pour nation, wall are to be constructed of 11" LCF system an per manufachues specs Consumer is to verify Soil load bearing capacity prior in wnstmetion. Strength of walls = 3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York Stale. All footings, foundations, em. shall rest on undisturbed sod. Footing shell be 36" below finished Bade -minimum. All footings, fomdadons shall be formed. Provide rets. is all well IN per manufactures specs 2'4" x 12" with rob. So per dead. Foundation Wa cep ra fag and Dump proofing -as' per motion R406 of the Stam Building Code. ELECTRICAL: Keep boxes 5" minimum from edge of box to mugh opening. Election Numarestion 1t to conform an We Net, ... I Electric Code, New York Sucre Building Cod, cod LIPA Provide smoke duecem ss per stat and Iwal codes. PLUMBING: Supply pipes in walls (for tdels) al 3" from plywood. Plumbing is in conform to die county and local health department requirements and New York Suite Code. All wall stacks sure in penetrate through mof at rear of house when ever possible, spiny to match randshingle color Pcnnit Number REScheck Compliance Certificate Checked ny/Dale New York State Energy Conservation Construction Code REScheekSouwnre Vas iO 3.5 Role= Ie DOW Eliminate: CnPingom Files!Charkat1lbcheekIDAVISIck PROJCCI'HILL : UAVIS RESIDENCE COUNTY. Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYTI Detached 1 ur2 Pandy HEATING TYPE: Nnn-Electc DAIL. 1019105 DATE OF PIANS 09-08-05 PROJIIC'1 DLBCRIPTION DAVIS RESIDENCE GREENPORT, NEW YORK DESIGN ERICONI'RAC 'I'OIL EAST END DESIGN ASSOCIATES I.I.C. 5130 MAIN BAYVIEW RD. SOUTHOI D, NY 11971 PRU16C"I' NOTES ALL WINDOWS AND DOORS 10 HE. ANDERSEN UMTS WITH LOW F. GLASS OR EQUAL COMPLIANCE: Passes Maximum IIA - 461 Your Home CA - 380 17 6% But[, Thum Code (ISA) signed this page, they em westing Owl to the best ofhiibher knowledge, belief, and professional judgment, ouch plum ur specifications ere in compliance with this Code. BuildcrinD er_ Ilse_ REScheck Inspection Checklist New York State Energy Conservation Construction Code KESe2mek6nftivnne Version 3 5 Release 1, DATE: 10/19105 PROJECT TITLE: DAVIS RF_SIDENCL Bldg. Omi- Use I Callings: l J I. Catling 1: ria Ccilmg or Scissor Tons,! R-30,0 cavity ms damn Cornmcltes: Alsvo-Grade Wtlt: [ ] 1. Wall 1 tsulmal Concrete P.S, R-22..0 assembly R -nabs Uwlanenmunn must be submitted veriflying the uvmWi msnnhly R -value. 1 The R -value mut be developed in ocwmisom wbh incepted meinmring predict. C.,..N: Whndnws: ( 1 I I. Window 1- Wood Framc,Uuubm Paw wAth Inco -E, U -Ender. 0.340 For window, without labeled U -tactors. O.S rbe fast. # Pmts_ Frame Type _'Therein[ Break7l I Yes I I No Commence [ J 2. Wild.. 2: Wand Fminc'Doable Pine xvfth law -F., U -fader: 0.330 Far windows without labeled U-finmrs, Idcmrlbe fiess me: 8 Pines Ls Type_ 'I hermalBreak? I l Yes [ ]No Commands:_ own: [ 1 I Door 1: Glass, U -factor: CAN 2. Door 2. Door 2. Do [ ] snhd, a-rrciwao.4UU Commcrte. [ ] 1 3. Door 3: GLes, U-facim,. OAbD Conwmmts _ Flnnm: [ J I. Fluor l:All-Wood JowVl mss.Ov. Unconditioned Space,lG-30.0 cavlry mnulminri I C'onunenty. _ Air Leakage: [ J Jmnm, penetnmm, and all oder such uatalogr in the building envelope that are snnues ofab leakage must be sealed [ 1 Reentered lights must be I)Type IC noted, or Z) lmlWed insde w nppmpdutc mW -right tris ly with n 0.5" titanium train combustible annual If WSAC now, the tixmre mar he instilled with a 3"elosoume, ff. herded., Vapor Recorder: [ ] Required Na the wmrm-in-wi r side ut ell nom-umnod formed ceilings, walls, cod prom, Materina ldenlili.adam ( J I Metal mid equipment mum be n alullcrl in erecnrdaocr with the numaketucr's installation anomalous ( I Maleri.E und cquip,rcu[ mlmt be Idenflficd w dim compliance cin be determined. I J Munul'ecmrer mmvnals for all installed looting land cooling egmpmanr and servim water homing The construction of this building is to conform to the nninimum standards required by the Residential Code of New York State, Section R611 Insulating Concrete Form Wall Construction. I aspupmem mea be provided. [ J Insulation R -values and starting U-fu.tom must he clearly marked on We building plans or specifications. Duel h[salalion: [ J Supply duos in unconditioned allies moutside the budding mus[he inwloed on R -R. L 1 Kamm data, in unconditioned auks Or outside the building must be ursWucA to R-4. Su I duos in unconditioned spaces must be iasulmcd to R-8. PP Y Par [ ] Retain duns in unconditioned spines (except busmltims) mull be iarule[eJ to K-2 Insulation u not regnbed on return ducts in Essentials. I mucl('omtrncllon: [ ] I Alljoimascans, and connections must be seeumly frerewd with welds, gaskets, Will (adhesrvee), muatic-pose-embedded-Wbrio, or main. [last sups is riot nationalist. her Isful Continuously welded and lacking -type longitudinal joins and seems an duns .,coring ar less do. 2 in. w g. (500 Pit). [ ] OWN shall be supported every 10 feet or in accordance with the manuladureri linea nus. [ ] CWlmg doubt with exterior insulation most be covered with a vault retarder. Aa filters aro re tioul in the ream airs stem. [ ] 9 Y I I Ihn I I VACel must provide a mesa for balancing sir and wear systems. Tcmpcwtru Cpm[rols: ( Each dwelling ualt Ill at less[ me quarme int capable of automatically adjusting the space minWc re set point of We largest runt. Electric Systems: Se um a elm --We meters at required for each dwell' " mm. 1 1 1 P 1 4 '4 Fuspilms: [ J Pireplaces at be managed with light fimng non-commudiale fireplace doors. [ ] Literal mal he mondml with a ware. ufcombmlim all, me required by die Fireplace construction prmislom of the Boontn, Code gJA'ew fork State, rbc Reddest al Code ofb'ea' 2'ark.5'rmm mr the New York Cars, Budding Code, as applicable. Service Water Hinting: [ ] Wader hen ers with vertical pipe risers amt bavc a hem sap on both de, inlet .,it Nelle[ Whos it. water homer has an integral hear trap or is part of a cim duniog system. I I Invuln[e cuctihaing hot water pipes to the Ieveh or I able I. Chromig ng fruit Water Systems: [ ] bnulme cueuleMg hot warer pipes to the levels in Table I Swimming Fuels; [ ] All heated swimming pools must have an om'offhemer switch and require a cover mica over 20% ofshe heating energy IS from r m-deplouri w.ces. Paul pumps reguke a lune clock. Muting and Couning Piping insulation: [ ] HVAC piping conveying fluids shout 105 OF or chilled hinds below 55 of must be insulated to We levels in Table 2, Fable 1. MinimumInwrvrlon Thiemrepfor Circulating triol Winer Plpcs, (natation Thickness to Inches by Pipe Sizes healed tamer Nun-CncvWtlnn alumnae CvcuWtmK Mains it mmuu,a Tr mpemtme (FI Op In I„ Up to 1.25" 1.5"m 2 0" Over 2" 170.180 OS 1.0 1.5 20 140.(60 0.5 0.5 1.0 1.5 100-130 0.5 0.5 05 1.0 Tobie2: MMJmnm fmalaeow TAielawaJorAl Pip. Grog, Glaring Pipe Sues Arrant Cavite Cum. or aur 2" Runout+ Perimeter R -Value RNahuc U-Penor UA Coiling l: Flat Coiling or Soksr Tams 1408 30.0 0.0 49 Insulated Concrete Well I: cunm 2736 220 107 Window L Woodrame:Uouble Pam sWtlm Taw -F. 351 0.390 120 Window 2: Wood l4um,0mblc Polar wall, law -p, IS 8330 6 Dour 1. Glass 35 0.4110 14 Dom 2: Solid 45 0.400 I8 Doo -3. Glass 50 0.400 20 Floor I- All -Wind J.i,a'C,.S Liver Llwondhmnad Spsme 140H 30.o 0.0 46 C.OMPLIANCESTATEMENT. The proposed beadingl represented in this document is consistent with the building plum, speacmions, w)d other Wculmwu sahnnitmd with Ihbi permit appGcmion. 'the proposed systems have bean designed to amt the New Yuck Scale Energy Conservatism Co,slndm, Calm rcq.immmm. When a Re,immcd Dral Professional has stumped and signed this page, they em westing Owl to the best ofhiibher knowledge, belief, and professional judgment, ouch plum ur specifications ere in compliance with this Code. BuildcrinD er_ Ilse_ REScheck Inspection Checklist New York State Energy Conservation Construction Code KESe2mek6nftivnne Version 3 5 Release 1, DATE: 10/19105 PROJECT TITLE: DAVIS RF_SIDENCL Bldg. Omi- Use I Callings: l J I. Catling 1: ria Ccilmg or Scissor Tons,! R-30,0 cavity ms damn Cornmcltes: Alsvo-Grade Wtlt: [ ] 1. Wall 1 tsulmal Concrete P.S, R-22..0 assembly R -nabs Uwlanenmunn must be submitted veriflying the uvmWi msnnhly R -value. 1 The R -value mut be developed in ocwmisom wbh incepted meinmring predict. C.,..N: Whndnws: ( 1 I I. Window 1- Wood Framc,Uuubm Paw wAth Inco -E, U -Ender. 0.340 For window, without labeled U -tactors. O.S rbe fast. # Pmts_ Frame Type _'Therein[ Break7l I Yes I I No Commence [ J 2. Wild.. 2: Wand Fminc'Doable Pine xvfth law -F., U -fader: 0.330 Far windows without labeled U-finmrs, Idcmrlbe fiess me: 8 Pines Ls Type_ 'I hermalBreak? I l Yes [ ]No Commands:_ own: [ 1 I Door 1: Glass, U -factor: CAN 2. Door 2. Door 2. Do [ ] snhd, a-rrciwao.4UU Commcrte. [ ] 1 3. Door 3: GLes, U-facim,. OAbD Conwmmts _ Flnnm: [ J I. Fluor l:All-Wood JowVl mss.Ov. Unconditioned Space,lG-30.0 cavlry mnulminri I C'onunenty. _ Air Leakage: [ J Jmnm, penetnmm, and all oder such uatalogr in the building envelope that are snnues ofab leakage must be sealed [ 1 Reentered lights must be I)Type IC noted, or Z) lmlWed insde w nppmpdutc mW -right tris ly with n 0.5" titanium train combustible annual If WSAC now, the tixmre mar he instilled with a 3"elosoume, ff. herded., Vapor Recorder: [ ] Required Na the wmrm-in-wi r side ut ell nom-umnod formed ceilings, walls, cod prom, Materina ldenlili.adam ( J I Metal mid equipment mum be n alullcrl in erecnrdaocr with the numaketucr's installation anomalous ( I Maleri.E und cquip,rcu[ mlmt be Idenflficd w dim compliance cin be determined. I J Munul'ecmrer mmvnals for all installed looting land cooling egmpmanr and servim water homing The construction of this building is to conform to the nninimum standards required by the Residential Code of New York State, Section R611 Insulating Concrete Form Wall Construction. I aspupmem mea be provided. [ J Insulation R -values and starting U-fu.tom must he clearly marked on We building plans or specifications. Duel h[salalion: [ J Supply duos in unconditioned allies moutside the budding mus[he inwloed on R -R. L 1 Kamm data, in unconditioned auks Or outside the building must be ursWucA to R-4. Su I duos in unconditioned spaces must be iasulmcd to R-8. PP Y Par [ ] Retain duns in unconditioned spines (except busmltims) mull be iarule[eJ to K-2 Insulation u not regnbed on return ducts in Essentials. I mucl('omtrncllon: [ ] I Alljoimascans, and connections must be seeumly frerewd with welds, gaskets, Will (adhesrvee), muatic-pose-embedded-Wbrio, or main. [last sups is riot nationalist. her Isful Continuously welded and lacking -type longitudinal joins and seems an duns .,coring ar less do. 2 in. w g. (500 Pit). [ ] OWN shall be supported every 10 feet or in accordance with the manuladureri linea nus. [ ] CWlmg doubt with exterior insulation most be covered with a vault retarder. Aa filters aro re tioul in the ream airs stem. [ ] 9 Y I I Ihn I I VACel must provide a mesa for balancing sir and wear systems. Tcmpcwtru Cpm[rols: ( Each dwelling ualt Ill at less[ me quarme int capable of automatically adjusting the space minWc re set point of We largest runt. Electric Systems: Se um a elm --We meters at required for each dwell' " mm. 1 1 1 P 1 4 '4 Fuspilms: [ J Pireplaces at be managed with light fimng non-commudiale fireplace doors. [ ] Literal mal he mondml with a ware. ufcombmlim all, me required by die Fireplace construction prmislom of the Boontn, Code gJA'ew fork State, rbc Reddest al Code ofb'ea' 2'ark.5'rmm mr the New York Cars, Budding Code, as applicable. Service Water Hinting: [ ] Wader hen ers with vertical pipe risers amt bavc a hem sap on both de, inlet .,it Nelle[ Whos it. water homer has an integral hear trap or is part of a cim duniog system. I I Invuln[e cuctihaing hot water pipes to the Ieveh or I able I. Chromig ng fruit Water Systems: [ ] bnulme cueuleMg hot warer pipes to the levels in Table I Swimming Fuels; [ ] All heated swimming pools must have an om'offhemer switch and require a cover mica over 20% ofshe heating energy IS from r m-deplouri w.ces. Paul pumps reguke a lune clock. Muting and Couning Piping insulation: [ ] HVAC piping conveying fluids shout 105 OF or chilled hinds below 55 of must be insulated to We levels in Table 2, Fable 1. MinimumInwrvrlon Thiemrepfor Circulating triol Winer Plpcs, (natation Thickness to Inches by Pipe Sizes healed tamer Nun-CncvWtlnn alumnae CvcuWtmK Mains it mmuu,a Tr mpemtme (FI Op In I„ Up to 1.25" 1.5"m 2 0" Over 2" 170.180 OS 1.0 1.5 20 140.(60 0.5 0.5 1.0 1.5 100-130 0.5 0.5 05 1.0 Tobie2: MMJmnm fmalaeow TAielawaJorAl Pip. NOTES TO FIELD (Building Department Usc Only) Figure 12-97 Plywood' alleges" httachmenl anturner wood- Imme of masonry walls �4� NOTE The Engineered Wood wu� - n-- - ssaumhoD (ramify the - •11 -"� -_ cf%F� O,ONNEGTII Auwnna'1 PIVwonl Assonaool9 -un .m inti - i.,: new �LiM�BE ry el,pupmudllvebrurhramit-1 J aim.oeai`I� REG1L11F1.EY• uresenl hurricane shutter "���muss designs for weed -frame antl """^"" sin'\ maSanlv buildings The a hrnrnw6s ate available on -fine 3t the Englnoored Wood Assornaei mNatu at httni/ www spawned orq/ - ALL colNSTRUI �. WABt THE REOUIF V . E '-- - CODES OF N Well [E!!�� Weed 6tutl Wall - Mne.nry ,Liar FEDERAL EMERGENCY MANAGEMENI AGENCY OCCUPANCY 1. Wood structural panels with a minimum thickness Of7/ 16 inch (11. 1 ran) and maximCUPANCY 8 um pane OC U NCY span r feel (2438 mand shall he permitted for opening protection in one- d two-story buildings, Panels shall be precut to cover the glazed openings with attachment hardware WITHOUT CEI provided. Attachments shall be designed to resist the canponents and cladding loads determined in accordance with the provisions of Section 1609.6.5. Attachment in suer dance 1- " pCCUPAN with Table 1609.14 is permitted for buildings with a mean roofhcight of 33 feet (10 058 mm or less where wind speeds do nor exceed 130 mph. 2. Buildings in Category IV as defined in Table 1604.5, including production grcenh sell as defined in Section 1608.3.3. APPROVED DA TABLE 1609.1.4 W WDBORNE DEBRIS PROTECTION S NOTED DATE: "0�/S B.P.q 3Jnr FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c FEE: Y: SPACING 2 feel< PanM� Fluid Temp I ... tAiun Tluckw1S an oche, by Pipe Sues Piping System Types Ran F 2" Runout+ 1" mid I ass 1 25" a 2" 2 5" m4" Hmtiog Sylwm, Weight Shutter 120 mph Design Rating (Ibdit.2) Low PremwrrJfempemlure 201-250 LU 1.5 13 2.0 Loss Temperature 120.200 0,9 1.0 LII 1.5 Steam Condense (for food wmaQ Any 1.0 1.0 1.5 2.0 Cooling Systems 36 ]2 16 Chilled Winer, audgravt, 40.55 0.5 0.5 0.75 LO and Brine IWow 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Usc Only) Figure 12-97 Plywood' alleges" httachmenl anturner wood- Imme of masonry walls �4� NOTE The Engineered Wood wu� - n-- - ssaumhoD (ramify the - •11 -"� -_ cf%F� O,ONNEGTII Auwnna'1 PIVwonl Assonaool9 -un .m inti - i.,: new �LiM�BE ry el,pupmudllvebrurhramit-1 J aim.oeai`I� REG1L11F1.EY• uresenl hurricane shutter "���muss designs for weed -frame antl """^"" sin'\ maSanlv buildings The a hrnrnw6s ate available on -fine 3t the Englnoored Wood Assornaei mNatu at httni/ www spawned orq/ - ALL colNSTRUI �. WABt THE REOUIF V . E '-- - CODES OF N Well [E!!�� Weed 6tutl Wall - Mne.nry ,Liar FEDERAL EMERGENCY MANAGEMENI AGENCY OCCUPANCY 1. Wood structural panels with a minimum thickness Of7/ 16 inch (11. 1 ran) and maximCUPANCY 8 um pane OC U NCY span r feel (2438 mand shall he permitted for opening protection in one- d two-story buildings, Panels shall be precut to cover the glazed openings with attachment hardware WITHOUT CEI provided. Attachments shall be designed to resist the canponents and cladding loads determined in accordance with the provisions of Section 1609.6.5. Attachment in suer dance 1- " pCCUPAN with Table 1609.14 is permitted for buildings with a mean roofhcight of 33 feet (10 058 mm or less where wind speeds do nor exceed 130 mph. 2. Buildings in Category IV as defined in Table 1604.5, including production grcenh sell as defined in Section 1608.3.3. APPROVED DA TABLE 1609.1.4 W WDBORNE DEBRIS PROTECTION S NOTED DATE: "0�/S B.P.q 3Jnr FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c FEE: Y: SPACING 2 feel< PanM� lnchs a) 4rtalc PM1M span . <6feet 6(oel< Parol_ tpan <a tem ,pan ._ _. :4 feet 16 Approximate Maximum For 51: 1 inch = 25.4 mm, I foot = 304.8 mm, I pound = 0.454 kg, I mile per hi = 0.441 m/s. a. This table is baser] on a maximum wind speed (3 -second gust) of 130 mph and reran roof height of 33 feet or less. b. Faslmers shall be installed at opposing ends of the wood stmetural panel. c. Where strews are attached to masonry or masonry/stucco, they shall be attached utilizing vibration -resistant anchors having a minimum withdrawal capacity of 490 poands. This APA hurricane shutter design 1s based on pressures associated with a design wind speed of 120 mph Building codes are currently being reviewed for possible changes Before constructing shutters, therefore, it is important to check with your local building department for an update on current code requirements TABLE 1 Maximum Span without Stiffeners APA at 16-R Haight flat Shutters with 2 x its at 16 Inches o.c. APA Pane[ Approximate Panel Approximate Maximum Detlection (in.) at Span Weight Shutter 120 mph Design Rating (Ibdit.2) Span Wind Speed At15-ft Heigh 32/16 15 30 0.5 ea2a 2 35 as 4Bt14 24 4a n9 Iran 36 ]2 16 TABLE 2 Estimated Deflection at 120 mph Design Wind Speed at 16-R Haight flat Shutters with 2 x its at 16 Inches o.c. APA Pane[ Approx. Shutter Span (In.) Span Weight Rating (I1C.ltt-2) 24 36 48 60 72 84 96 32116 25 02 02 03 04 05 Oa - 40rm 19 01 01 02 0,2 1 OA 10,7111 4824 29 01 02 1 03 1 08 1 10- 48. 46 - - 0.1 at 103 105 1 a9 NOTIFY BUILDING DEPARTMENT 765-1802 8 AM TO 4 PM FOR TI FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRE[ FOR POURED CONCRETE 2. ROUGH - FRAMING 8 PLUMBIN 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEE1 REQUIREMENTS OFTHECODESOi YORK STATE. NOT RESPONSIBLE DESIGN OR CONSTRUCTION ERF DO NOT FRAMINI OF FOUNT HAS BE PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING 'LUMBER CERTIFICATION V LEAD CONTENT BEFORE 4TIFICATE OF OCCUPANCY )OLDER USED IN WATER UPPLY SYSTEM CANNOT XCEED 2/10 OF 1% LEAD. UNDERMERS CERTIFICATE' REQUIRED RETAIN STORM WATER PURSUANT TO SECTION 7 THE TOWN CODE. VERIFY SPANS OF STRUCTURAL PANELS GREATER THAN 30" WITH APA RATINGS. ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. r. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance ofWew dmwings doos not mthonze the right No build without the authorization of low[ govemmg agencies, such an Suffolk County Dept. of Health Services, Town Budding Depmtments, DEC, FEMA, etc. Verity all conditions, codes, and requirements With such agencies prior a construction. FLOOD " NE WITH-CHAPT R "46„ DAMAGE PREVENTION DLD TOWN CODE. ENGINEER'S SELL SHALL TSOFTHE STATEATE ( . W o U Lw W ILAz OIts z w O �U �1 oMWN BY BOK CNEe(m m. 1/4"= l' -O" NOTE: 06-21-05 Rev. 07-24-05 09-09-05 10-19-05 10-26-05 GENERAL NOTES ENERGY CALCULATION SHEET NO: 1 OF 20 SECTION R3Q3 LIGHT, VENTILATION AND HEATING R303.1 Ilabitable rooms. All habitable rooms shall be provided with aggregate glazing arm of not less than 8 percent of tie floor area ofsuch rooms. Natural ventilation shall be though windows, doom, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the building uxxrpanta The minimum openable errs to the outdoors shall be 4 percent of the Hour ansa being ventilated. Exceptions: 1. The glazed areas need not be opuurble where the opening is not required by Section R31 o and an approved mechanical ventilation system is provided capable of producing 0.35 air change per hour in the roan or a whole -house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic jeer per minute (cfrn) (7.08 Us) pea occupant computed an the basis of two occupants for the first bedroom and one occapnnt for each additional bedroom. 2.1be glazed areae need not be provided in rooms where Exception I above is satisfied and artificial light is provided capable of producing an average illumination af6 fo tcandles (6.46 lux) over the area ofthe room at a height oj'30 inches (762 mm) above the floor level. R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall be considered as aportion of an adjoining room when at least one-half of the arra of the common wall is open and unobstructed and provides an opening of not less than one-tenth of the floor area of the interior reran but not less than 25 square feet (2.32 m2). 8303.3 Hathrooms. flathrome, water closet compartments and other similar rooms shall be provided with aggregate glazing area in windows of not less than 3 square feel (0.279 m2), ono -half of which must be openable. Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation system are provided. The minimum ventilation rates shall be 50 din (23.6 Us) for intermittent ventilation or 20 cfm (9.4 Us) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the outside. 8303A Stairway illumination. All interior and exterior stairways shall he provided with a means to illuminate the stairs, including the landings and treads, interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing of the stairway. For interim stairs the artificial light sources shall be capable of illuminating treads and landings to levels not less than 10 fool.amdles (1081x) measunxl at the center of trends and landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity ofthe tap landing of dw stairway. Exterior stairways providing access to abasement from the outside grade level shall be provided with an artificial light Source located in the immediate vicinity of the bottom landing of the stairway. Exception: An artificial light source is not required at the top and bottom landing, provided an artificial light source is located directly over each stairway section. i interior stairway lighting shall be 8303.4.1 Light activating. The control for activation of the required m y gh g accessible at the top and bouan of each stairway without traversing any steps. The illumination of exterior stairways shall be controlled from inside the dwelling unit. Exception: Lights that are continuously illuminated or automatically controlled. R303.5 Required glazed openings. Required glazed openings shall open directly onto a street or public alley, or a yard or court located on the sumo lot as the building. 8303.5.1 Roofed patches. Required glazed openings may fere: into a roofed porch where the patch abuts a street, yard or wort and the longer side of the porch is at least 65 patent open and unobstructed and the exiling height is not less than 7 feet (2134 mm). R303.6 Required heating. When the winter design temperature in Table R301.2(I) is below 60°F (16°e), every dwelling mit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68°F (200e) at a point 3 feet (914 mm) above the floor and 2 feel (610 mm) from exterior walls in all habitable rooms at the design temperature. SECTION R304 MINIMUM ROOM AREAS R304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet (11.2 m2) of gross floor area 11304.2 Ocher rooms. Other habitable roans shall have a flour area of not less than 70 squaro feet (6.5 m2). Exception: Every kitchen shall have not less than 50 square feet (4.64 m2) of gross floor area. R304.3 Minimum dimensions. Habitable rooms shall not be less than 7 fed (2134 mm) in any horizontal dimereica . Exception: Kitchens. R304.4 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet (1524 mm) or a furred ceiling measuring less than 7 feet 6 inches (2286 mm) from the finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room, PXMt as provided for in Section 8305.1. Exception 3. SECTION 8305 CEILING HEIGHT R305.1 Minimum height. Habitable rooms shall have a ceiling height of not less than 7 feet 6 inches (2286mm). and hallways, corridors, bathrooms, toilet rooms, and laundry rooms shall have a ceiling height of not less than 7 feet (2134 mm). The required height shall be measured from the finish floor to the lowest projection from the ceiling. Exceptions: 1. Beams and girders spaced not less than 4 feet (1219 mm) on center may project not more than 6 inches (152 min) below the required ceiling height. 2. Space in basements other than habitable space, may have a ceiling that projects to within 6 feel, 8 inches (2032 tam) of the finished floor; and (rears, girders, ducts in such space or other obstructions may project to within 6 feet, 4 inches (1931 mm) of the )finished floor. 3. Habitable space in basements may have a ceiling that projects to within 7 feet (2134 mrn of the finished floor, and beams girders ducts or other obstructions may protmt to wiflnn 6 feet 8 inches (2032 mm) of the finished floor. 4. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than the reetured height with no portion ofthe required floor area less than 5 feet (1524 mm) in height SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 8310.1 Emergency escape and rescue openings required. Basements with habitable space and every sleeping room shall have at least one openable emergency escape and rescue opening. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 men) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section 310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. 8310.1.1 Minimum opening area All ahagemcy escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). 8310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys or tools. R310.2 Window wells. Window wells required for emergency escape and rescue shall have horizontal dimensions that allow the door or window of he emergencyescape and rescue opening to be fully opened. The horizontal dimensions of the window well shall provide a minimum net clear area of 9 square feet (0.84 m2) with a minimum horizontal projection and width of 36 inches (914 mm). Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a maximum of 6 inches (152' mm) into the required dimensions of the window well. R310.2.1 Ladder and steps. Window wells vvith a vertical depth greater than 44 inches (11 18 rota) shall be equipped with a parnamently affixed ladder or steps usable with (he window in the fully open position. Ladders or steps required by this section shall not be required to comply with Sections 8314 and R315. Ladders or rungs shall have an inside width of at least 12 inches (305 mill), shall] project at least 3 inches (76 mm) from the wall and shall he spaced not more than 18 inchies (457 mill) on center vertically for the full height of the window well. R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. The bulkhead enclosure with the door panels in the fully open position shall provide the minimum net clear opening required by Section R310.1.1. Bulkhead enclosures shall also comply with Section R314.9. 8310.4 Bars, grills, covers and screens. Bars, grills, covers, screens or similar devices are permitted to be placed over emergency escaphe and rescue openings, bulkhead enclosures, or window wells that serve such openings, provrided the minimum net clear opening size complies with Sections R310.1.1 to R310.1.3, andi such devices shall be releasable or removable from the inside without the use of a key, tool or force greater than that which is required for normal operation of the escape and rescue opening. SECTION R311 EXITS R311.1 Exit door required. Not less than one; exit door conforming to this chapter shall be provided from each dwelling unit. The required exit door shall provide for direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. 8311.2 Type of lock or latch. All egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. 8311.3 Type and size. The required exit door shall be a sidehinged door not less than 3 feet (914 mm) in width and 6 feet, 8 inches (2032 mm) in height. Other exterior hinged or sliding doors shall not be required to comply with these minimum dimensions. R311.4 Hallways. The minimum width of a (hallway shall be not less than 3 feet (914 mm). 11311.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively anchored to the primary structure tat resist both vertical and lateral forces. Such attachment shall not be accomplished by use of 'toenails or nails subject to withdrawal. SECTION R312 LANDINGS 8312.1 General. Landings for stairways shall comply with this section. R312.1.1 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. Exception: At the top of an interior flight of stairs, provided a door does not swing over the Stairs. 8312.1.2 Landings at doors. There shall be a floor or landing on each side of each exterior door. Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is not required fur the exterior side ofthe door. The floor or landing at a door shall not be more than I-1/2 inches (38 mm) lower than the top of the threshold. Exception: Provided that the exterior doorway is not for the exit door required by Section R311, the step between the landing at an exterior doorway and the top ofthe threshold shall have a rise not greater than permitted in Section R314.2. The door, other than an exterior storm or screen door shall not swing over the landing. 8312.2 Size. The width of each landing shall not be less than the stairway or door served. Every landing shall have a minimum dimension 086 inches (914 mm) measured in the direction of travel. SECTION R313 RAMPS 11313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units horizontal (12.5 -percent slope). R313.2 Handrails required. Handrails shall be provided on at least one side of all ramps exceeding a slope clone unit vertical in 12 units horizontal (8.33 -percent slope). Handrail height, measured above the finish surface of the ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). Handrails on ramps shall comply with Section R315.2. 8313.3 Landing required. A minimum 3 -foot -by -3 -foot (914 mm by 914 mm) landing shall be provided: 1. At the top and bottom of ramps. 2. Where doors open onto ramps. 3. Where ramps change direction. SECTION R314 STAIRWAYS R314.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) m either side ofthe stairway and the minimum clear width ofthe stairway at and below the handrail height, including treads and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. Exception: The width of spiral stairways shall be in accordance with Section 8314.5. 8314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches (209 mm) and the minimum tread depth shall be 9 inches 229 mm . The riser height shall be measured vertically between leading edges of the adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The walking surface of treads and landings of a stairway shall be sloped no steeper than one unit vertical in 48 units horizontal (2 -percent slope). The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R314.2.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 mm) but not more than 11/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 min). Risers shall be vertical or sloped from the underside of the leading edge ofthe tread above at an angle not more than 30 degrees from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 -inch diameter (102 mm) sphere. Exceptions: I. A nosing is not required where the tread depth is a minimum of I I inches (279 mm). 2. The opening between adjacent treads is not limited on stairs with a total rise 30 inches (762 mm) or less. R314.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be less than 6 feet, 8 inches (2032 mm) measured vertically from "the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. 8314.4 Winders. Winders are permitted, provided that the width of the tread at a point not more than 12 inches (305 mm) from the side where the treads are narrower is not less than 10 inches (254 mm) and the minimum width of any tread is not less than 6 inches (152 mm). The continuous handrail required by Section 8315.1 shall be located on the side where the tread is narrower. R314.5 Spiral stairs. Spiral stairways are permitted for interior use as a compmett of the means of egress from a habitable room abasement or an attic. provided the minimum tread width shall be 26 inches (660 rum) with each tread having a 7 -112 -inch (190 nun) minimum tread depth at 12 inches (305mm) from the narrow edge. All treads shall be identical, and the rise shall be no more than 9-1/2 inches (241 mm). A minimum headroom off feet, 6 inches (1982 mm) shall be provided. A spiral stair is not permitted to be the only means of egress from a stOry of a building. 8314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than 12 inches (305 mm) from the side where the treads are narrower of not less than 11 inches (279 mm) and the minimum depth of any tread shall not be less than 6 inches (152 mm). Tread depth at any walking line, measured a consistent distance from a side of the stairway, shall be uniform as specified in Section R314.7 Illumination. All sums shall be provided with illumination in accordance with Section 8303.4. R314.8 Under stair protection. Enclosed accessible space corder stairs shall have walls, under stair surface and any soffits protected m the enclosed side with 1/2 -inch (12.7 mm) gypsum board. 8314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part ofthe required building egress and providing access from the outside grade level to the basement shall be exempt from the requirements of Sections R312, 8314 and R315 when the maximum height from the basement finished Boor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. SECTION R315 HANDRAILS 11315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches (864rom) and not more than 38 inches (965mm). All required handrails shall be continuous the fill length of the stairs from a point directly above the top riser of a flight to a point directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-12 inches (38 mm) between the wall and the handrail. 8316.2 Handrail grip size. All required handrails shall be of one of the following types or provide equivalent graspability. . Type L Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section dimension Of 2-1/4 inches (57 mm). Type II. Handrails with a perimeter greater than 6-114 inches (160 mm) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance 314 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 718 inch below the widest portion of the profile. This required depth shall continue for at least 318 inch (10 mm) to a level that is not less than /-314 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-114 inches (32 rom) to a maximum of 2-3/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). SECTION R316 GUARDS R316.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches (762 ran) above the Floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 rom) above the floor or grade below, shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. 8316.2 Guard opening limitations. Required guards on open sides of stairways, raised Ifni- seas, balconies and porches shall have intermediate rails or ornamental closures that do not allow passage of a sphere 4 inches (102 mm) or more in diameter. Exception: The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE R1G'ciT TO `C 1UkQ ONL`( ONE STRISCTISRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authonmaon of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Depmtmen[s, DEC, FEMA, em. Verify all conditions, codes, and requirements with such agencies prior to construction. 871-2005 mown err: BDK cnrcnm Ho scar: 1/4"= 1'-0" oVE 06-21-05 aEr 07-24-05 09-09-05 saner tare NOTES sx¢r xo: 20F20 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY— MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY SPEED m h WEATHERING FROST LINE II DEPTH TERMITE DECAY 45 lbs/sgft 120 (mph) a SEVERE 3'-0" MODERATE TO HEAW SUCHT TO MODERATE 111 degrees YES 1984/1998 B DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(.) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, B IDIN. BETTER THE VERTICAL DISTANCE CCA NC PINE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE ft. AS PER SECTION 502 OF 1408 sq. THE BUILDING CODE OF BONUS ROOM NEW YORK STATE. 40 LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE g2 AND BETTER 40 BASEMENT 1408 sq. N. FIRST FLOOR AREAS OF STRUCTURE LIVE LOAD AREA TO BE REMOVED NA 60 CRAWL SPACE NA 40 BASEMENT 1408 sq. N. FIRST FLOOR 1408 sq. ft. SECOND FLOOR 1408 sq. ft. BONUS ROOM NA 40 BALCONY NA 30 LOFT NA 40 (C) ATTIC (HOUSE)(a) 546 sq. n. ATTIC (HOUSE)(b) 862 sq. ft. GARAGE NA ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS ATTIC (GARAGE)(.) NA FOOTING1L ATTIC GARAGE b NA FIREPLACE OPENING AND CHIMNEY) SCREENED PORCHES NA IHEMol SUNROOM NA / DECKS INA COVERED PORCHES NA 2111.5 COVERED ENTRANCE 24 sq. ft. POOL HOUSEZ CABANA I NA ACCESSORY STRUCTURE NA 21 .7.1 (a) WITHOUT STORAGE (b) WITH STORAGE MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in Pounds Der square foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (INS) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (C) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED UVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWINIG DURING CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNC)TE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME (OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECnON R402.2 FOR MINIMUM CEMENT CONTENT. NOTE: MINIMUM SPECIFIED MORTAR CA� COMPRESSION STRENGTH (a) (to) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) (1) BASEMENT WALLS, FOUNDATIONS AND OTHER TO BE NAILED TO CCA SILL CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWINIG DURING CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNC)TE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME (OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECnON R402.2 FOR MINIMUM CEMENT CONTENT. NOTE: NOTES: MORTAR CA� ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) NOTE: TO BE NAILED TO CCA SILL (2) PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATFE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SHEATHING TO BE NAILED TO TOP PLATE NOTE: FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. _ / EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. IpOF FOOTING1L SHEATHING NOTES: MORTAR CA� ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong -Tie. No substitutions are approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system, CHIMNEYS AND FIREPLACES O BOND BEAM MORTAR CA� (iQ ©EFFECTIVE / FLUEAREA AMERICAN FOREST & PAPER ASSOCIATION (AF & O BOND BEAM i i -III-Tpi�r{Byl, 7 ANCHONAGE HEARTH EXTENSION (EACH SIDE OF OPENING) FLUE LINING 2 FT MIN, U VERTICAL STEEL FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. IS BOND BEAM / / HORIZONTAL ' REINFORCING TIES — 2 FT MIN ft MA50NRY CAP BIN M _ G SMOKEIN. O CHAMBER N MIN QN VERTICAL REINFORCING \ HEARTH 2O IN MIN FIREBRICK O THICX ESS OT FOOTING WIDTH VENEERTIE CLEARANCE 7 THERMAL DISTANCE 21 IN MIN, 701 INTEL© HEARTH ANCHORAGE E BRICK BLOCK oo� 0 (o B IN I ILII WIDTH OF FIREPI RCE OPENING PUJI VIEW FIGURE R1003.1 BRICK FIREBOX AND CHIMNEY— SECTIONAL SIDE VIEW ON WOOD FLOOR For SI 1 inch = 25.4 mm, I hurl"304 8.. RESIDENTIAL CODE OF NEW YORK STATE FLUE LINER 11. MIN OHORI20NTAL REINFORCING TIES I/,IN MIN 41N THICK MASONRY UNITS VERTICAL REINFORCING V 201N LAP IF SPLICED TO FOOTING DOWELS r� FIRED... L/THICKNESS 201N MIN. BRICK FIREBOX AND BLOCK CHIMNEY— SECTIONAL SIDE VIEW ON CONCRETE SLAB FIGURE R1003A FIREPLACE AND CHIMNEY DETAILS 261 FIRE BLOCKING ANCRORAC MULE VI IN BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF (iQ OF NEW YORK MORTAR CAP AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION -III-Tpi�r{Byl, OBONO.EAM ANCHONAGE HEARTH EXTENSION (EACH SIDE OF OPENING) B 2 FT MIN, (DHORIZONTAL VERTICAL STEEL FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 HEARTH EXTENSION (FRONT OF OPENING) C REWFORCINGTIEB CLEARANCE FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. _ / 4—INCH THICK SOLID MASONRY WTH 5/8—INCH FIRECLAY LINER OR EQUIVA— 20—INCH MINIMUM FIREBOX DEPTH. 12—INCH MINIMUM FIREBOX DEPTH 10 FT MIN. O POMP FOR RUMFORD FIREPLACE. IpOF FOOTING1L D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. FIREPLACE OPENING AND CHIMNEY) P J*N IHEMol \\ THICKNESS OF WALL OF FIREBOX / VERTICAL OREINFORCING FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM UNING. FLASHING 2111.5 DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111,7 6 INCHES FROM OPENING. 2111.14 21 .7.1 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; ANCHOR STRAP WITHIN 10 FEET. FOOTI NG ANCHORAGE STRAP - G PREFABRICATED SMOKE CHAMBER UNINGS OR 30 DEGREES FROM VERTICAL 2111'8'1 3/16 INCH BY 1 INCH FOR CORBELED MASONRY. EMBEDMENT INTO CHIMNEY S Ij MIf DETAIL WITH WOODDB[IwEENN INTERNE B 12 INCHES HOOKED AROUND OUTER BAR WITH 6—INCH EXTENSION. III IN MIN GROUT tun nOwee BRICK FIREBOX AND CHIMNEY— SECTIONAL SIDE VIEW ON WOOD FLOOR For SI 1 inch = 25.4 mm, I hurl"304 8.. RESIDENTIAL CODE OF NEW YORK STATE FLUE LINER 11. MIN OHORI20NTAL REINFORCING TIES I/,IN MIN 41N THICK MASONRY UNITS VERTICAL REINFORCING V 201N LAP IF SPLICED TO FOOTING DOWELS r� FIRED... L/THICKNESS 201N MIN. BRICK FIREBOX AND BLOCK CHIMNEY— SECTIONAL SIDE VIEW ON CONCRETE SLAB FIGURE R1003A FIREPLACE AND CHIMNEY DETAILS 261 FIRE BLOCKING ANCRORAC MULE VI IN BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF (iQ OF NEW YORK ANG E ST UAP AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION -III-Tpi�r{Byl, FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. HEARTH EXTENSION (EACH SIDE OF OPENING) B B INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR VERTICAL STEEL FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 HEARTH EXTENSION (FRONT OF OPENING) C IN,IGURE HEIGHTFREE FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 / 4—INCH THICK SOLID MASONRY WTH 5/8—INCH FIRECLAY LINER OR EQUIVA— 20—INCH MINIMUM FIREBOX DEPTH. 12—INCH MINIMUM FIREBOX DEPTH f�,PLACE POMP FOR RUMFORD FIREPLACE. IpOF FOOTING1L D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. FIREPLACE OPENING AND CHIMNEY) P J*N IHEMol 2111.9 THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM UNING. 2113.19 2111.5 DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111,7 6 INCHES FROM OPENING. 2111.14 21 .7.1 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; SMOKE CHAMBER WALL THICKNESS WITHIN 10 FEET. FOOTI NG ANCHORAGE STRAP - BRICK FIREBOX AND CHIMNEY— SECTIONAL SIDE VIEW ON WOOD FLOOR For SI 1 inch = 25.4 mm, I hurl"304 8.. RESIDENTIAL CODE OF NEW YORK STATE FLUE LINER 11. MIN OHORI20NTAL REINFORCING TIES I/,IN MIN 41N THICK MASONRY UNITS VERTICAL REINFORCING V 201N LAP IF SPLICED TO FOOTING DOWELS r� FIRED... L/THICKNESS 201N MIN. BRICK FIREBOX AND BLOCK CHIMNEY— SECTIONAL SIDE VIEW ON CONCRETE SLAB FIGURE R1003A FIREPLACE AND CHIMNEY DETAILS 261 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. I. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal flared spaces shall also be fireblocked at intervals not exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as fireblocking walls constructed using parallel rows of studs or staggered studs_ 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. in concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8. 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. S. For the fireblocking of chimneys and fireplaces, see Section R1001.16. 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R602.8.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of 2 -inch (51 mm) nominal lumber, or two thicknesses of 1 -inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32-incb (19.8 mm) wood structural panels with joints backed by 23/32 -inch (19.8 mm) wood structural panels or one thickness of 3/4 -inch (19.1 mm) particleboard with joints backed by 3/4 -inch (19.1 mm) particleboard, 1/2 -inch (12.7 mm) gypsum board, or 1/4 -inch (6.4 mm) cement -based millboard. Batts or blankets of mineral wool or glass fiber installed in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Loose -fill insulation material shall not be used as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. R602.8.1.1 Unfaced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) measured vertically. When piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. R602.8.1.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) ITEM LETTER FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD REQUIREMENTS SECTION HEARTH AND HEARTH EXTENSION THICKNESS A 4 INCH MINIMUM THICKNESS FOR HEARTH, 4—INCH MINIMUM THICKNESS H OR FOR EACH ADDITIONAL FLUE. FOR HEARTH EXTENSION 2111 9 HEARTH EXTENSION (EACH SIDE OF OPENING) B B INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR VERTICAL STEEL FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 HEARTH EXTENSION (FRONT OF OPENING) C 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR OF OPENING. FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 FIREBOX DIMENSIONS 4—INCH THICK SOLID MASONRY WTH 5/8—INCH FIRECLAY LINER OR EQUIVA— 20—INCH MINIMUM FIREBOX DEPTH. 12—INCH MINIMUM FIREBOX DEPTH — FOR RUMFORD FIREPLACE. 2111.6 HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. FIREPLACE OPENING AND CHIMNEY) P 2113.16 2111.9 THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM UNING. 2113.19 2111.5 DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111,7 6 INCHES FROM OPENING. 2111.14 21 .7.1 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; SMOKE CHAMBER WALL THICKNESS WITHIN 10 FEET. WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR ANCHORAGE STRAP DIMENSION G PREFABRICATED SMOKE CHAMBER UNINGS OR 30 DEGREES FROM VERTICAL 2111'8'1 3/16 INCH BY 1 INCH FOR CORBELED MASONRY. EMBEDMENT INTO CHIMNEY _HI UILDIN AS EEN DESIGNS � A PART Y C STR RE AS DEFINED BY T NI K STATE BUILDING CODE. G ZING IS NOT REQUIRED E RESISTANT TO V1V1 —BORA/ 0 BRIS. The construction of this building is to conform to the minimum standards required by the Residential Code of New York State, Section R611 Insulating Concrete Form Wall Construction. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance aflame drawings does not audlorize the right to build without the authonmlion of local goaccang agencma, such as Suffolk County Dept of Health Serena s, Town Building Depntlrawds, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construed... ENGINEEIY. W V W F-, w Q�z Naaaaal IQy W U i --al > a 1� 871-2005 DRAWN 6Y: BDK 1/4"= 1'-0" SAME os -2t -os ISEv 07-24-05 09-09-05 SHEET TIME NOTES LOCATION OF HOLDDOWNS FOR WINDLOADS & FIREPLACE CODES SHEET N0 3 OF 20 FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD CHIMNEY VERTICAL REINFORCINGTWO NO. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, 2111 31 H OR FOR EACH ADDITIONAL FLUE. 2113.3.1 CHIMNEY HORIZONTAL REINFORCING J 1/4—INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 VERTICAL STEEL 2113.3.2 FIREPLACE LINTEL L NON—COMBUSTIBLE MATERIAL 1WTH 4—INCH BEARING LENGTH ON EACH SIDE 2111'7 OF OPENING. CHIMNEY WALLS WITH FLUE UNING M 4—INCH THICK SOLID MASONRY WTH 5/8—INCH FIRECLAY LINER OR EQUIVA— 2113,11.1 LENT. 1/2—INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL EFFECTIVE FLUE AREA (BASED ON AREA OF SEE SECTION 2113.16 FIREPLACE OPENING AND CHIMNEY) P 2113.16 CLEARANCES FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM UNING. 2113.19 FROM FIREPLACE R 2 INCHES BACK OR SIDES OR 12 INCHES FROM UNING. 2111,11 COMBUSTIBLE TRIM OR MATERIALS 6 INCHES FROM OPENING. 2111.14 ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 2113.9 WITHIN 10 FEET. ANCHORAGE STRAP NUMBER REQUIRED 3/16 INCH BY 1 INCH EMBEDMENT INTO CHIMNEY S TWO FASTEN TO 12 INCHES HOOKED AROUND OUTER BAR WITH 6—INCH EXTENSION. 2111.4 NUMBER OF BOLTS 4 JOISTS 211341 TWO 1/2—INCH DIAMETER FOOTING THICKNESS MMC WIDTH T 621NCHES EACH SIDE OF FIREPLACE WALL 2111.2 NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) _HI UILDIN AS EEN DESIGNS � A PART Y C STR RE AS DEFINED BY T NI K STATE BUILDING CODE. G ZING IS NOT REQUIRED E RESISTANT TO V1V1 —BORA/ 0 BRIS. The construction of this building is to conform to the minimum standards required by the Residential Code of New York State, Section R611 Insulating Concrete Form Wall Construction. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance aflame drawings does not audlorize the right to build without the authonmlion of local goaccang agencma, such as Suffolk County Dept of Health Serena s, Town Building Depntlrawds, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construed... ENGINEEIY. W V W F-, w Q�z Naaaaal IQy W U i --al > a 1� 871-2005 DRAWN 6Y: BDK 1/4"= 1'-0" SAME os -2t -os ISEv 07-24-05 09-09-05 SHEET TIME NOTES LOCATION OF HOLDDOWNS FOR WINDLOADS & FIREPLACE CODES SHEET N0 3 OF 20 SIMPSON STRONG -TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE MINIHM IL$ Ti O NAILS ff TRuss. DIMENSIONS FASTENERS (TOTAL) AVO GLT ALLOWABLE UPUFT LOADS (133) ALLOWABIi UPLIFT LOADS (133) LFTA CODE REF. LENGTH OF BOLT IN WOOD MEMBER ma . 13' LENGTH OF BOLT IN WOOD MEMBER p% �' DOUG—HRsIBE OTY DIA MODEL NO. GA FASTENERSAULOWAB UPLIFT AVG ULT. LOADS A LOAD 8d.1}• NAILS (13&NOTE: CODE REF. REFER TO SIMPSON WOOD CONSTRUCTION TOTAL FOUR Bit NAILS NTD UPLIFT AL (133/16U) F Fa TO RAFTERS/ TO PLATES TO SNDS 4200— LST20 20 12 -IOC 12-I0tl x lr 2383 1205 — 720 3, 41 2 r H7 16 4-6a 2 -ea B—ed 2991 T133,(,186,0, 0.058 400CONNECTORS 2, 43, 52 2jV 7 4aa 90 MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES HB 16 8-Bd 8-Btl 396] NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 650 DIMENSIONS 5, 44 MODEL NO. GA DIMENSIONS FASTENERS (TOTAL) AVO GLT ALLOWABLE UPUFT LOADS (133) ALLOWABIi UPLIFT LOADS (133) LFTA CODE REF. LENGTH OF BOLT IN WOOD MEMBER ma . 13' LENGTH OF BOLT IN WOOD MEMBER p% �' L OTY DIA 1j• 2• 2,• 3• • 31 LFA 1,• Y 21• 3• 3,• LFTA 16 2#• 1Y 38r 1fi-10tl 1000 4200— LST20 20 12 -IOC 12-I0tl x lr 2383 1205 — 720 3, 41 2 r 1400 5.44.85 — 2565 2775 2775 2760 0.058 0.077 2, 43, 52 2jV MODEL N0.ULT. L FASTENERe AVG uua-mN IJ1.Gm ALLOWABLE UPUFT 7 w. rine LOADS" CODE REF. 10d 10d x IP tae ma . 13' (13 /loo) (13) (180) MM16 16 14-10d 14-10,1 x Ir 3116 1000 840 1000 3, 41, 126 MIS20 20 14-10d 14-10,1 x 1j• 3116 1000 040 1000 3, 41, 128 LST20 20 12 -IOC 12-I0tl x lr 2383 n5 720 720 3, 41 TWE OF DIRE( MODEL CGNNEC- OF U NO. TION G LTP4 5 J CODE REF. 515 1 645 670 515 fi45 ;B! 6. 39, 97 515 AIR 870 MODEL OD MATERIAL DIMENSIONS FASTENERS AVG ULT. ALLOWABLE TENSION LOADS""2(DF/SP) (133) HOWOWN HOLDOWN DEFLEC11ON AT HIGHEST ALLOWABLE AD DESIGN WHEN RASED OFF THE SILL PLATE CODE REF. BGA BGAY HB SB W H B SO CL ANCHOR DIAAs RID ACHINE OL7S LENGTH OF BOLT 4a IN VERTICAL WOOD MEMBER DEFl.ECRON AT RICHES ALLOWABLE DESIGN LOAD tt DIA IF 2' 24• 3' 3I• 5}• HD2A 16 12 4{6 2j. 21 B• 28" r 1j" ( 2 r 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 52 MODEL N0. DIMENSIONS I FASTENERSALLOWABLE AVG UPUFT DS CODE REP. DF SP W L STUD PLATE ULT. (133) (160) SP4 34• 74- -tOd x 1i•917 FASTENERS 735 885 ], 10, 727 (133) (160) MODEL (133 / 160)' DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA µ I L NAILS FLOOR (13) 1 (160) REF. MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA µ L NAILS 100OR (1JJ) (1fi0) REF. 117n In. USE A MINI" TWO Bd NAIS SIDE OF TRUSS TOTAL FOAL Bid MALLS N10 , TOTAL FOR 8a NAILS INTO TRUSS. Simpson Strong-Tle HATES H7 EIGHT' LFTA I FTA FL DETAIL "A" Simpson Strong -Tie H] rte.,,, --. ,- Floor -to -Floor Connections MTS16 MTS16 unOA DETAIL 11C11 Simpson Strong -Tie Floor -to -Floor Connections ARTJY12 UT.11F WASHER HD2A NA T C` 0 r) I T C`'Dr) SID IUT LSTA WASHER HIS'__' . ..., n .. DETAIL "Fll DETAIL 111)1' 1 DETAIL 1111 Simpson Strong -Tie ROD SYSTEM ;SHEATHING NOTES: .ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION I(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 1(1) SHEATHING TO BE NAILED TO CCA SILL 1(2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM 1(3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1(4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF Equal nL spedfiec el L.J1b DETAIL IIHII SIN Str F DETAIL DTII DETAIL DJII SUBSTITUTIONS framing hardware shown on these plans, >ss otherwise indicated, is Simpson Strong -Tie. substitutions are approved or authorized. to the relationships of framing hardware to other components of the structure, any framing dware substitutions will render these plans and void, and will result In the installer/contractor uming responsibility for tihe design and formance of the entire system. PROVID S1DE 0 MLD 0 Simpson Strong -Tie HGA10 DETAIL 11K11 STU 8"- SIMPSON TAKE-UP WASHER ARTg x12 DETAIL "L11 J P WASHER LEER NUT 'ON E -UP WASHER \NCHOR BOLTS © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not au usdz the right to build without the authoriaotion of local governing agencies, such as Suffolk County Dept, of I ICallh Servmes, Town Budding Depnnmealu, DEC, FEMA, etc. Verify all conditions, codes, and requlremcuts with such agencies prior to construction. Pum. NO: 871-2005 ORAYaI HY: BDK sru� 1/4"= 1'-0" DAME 06-21-05 Insh 07-24-05 09-09-05 SHEfr MIME SIMPSON WINDLOAD CHARTS & CALC. & STRONG -TIE DETAILS 4OF20 FASTENERS UPUFT LATERAL CODE MODEL AVG UPLIFT MODEL TGTAL NO. GAULT. FASTENERS ALLOWABLE TENSION LOADS NAIL CODE (133) (160) (100) (133 / 160)' N0. (LENGTH END CA CUT LENGTH (TOTAL) SPACING REF. 1165 1 940 OF Rat IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' le 1 16 CLEAR SPAN +31• 28 -ea I 1235 1650 2jV 7 4aa 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODEL DIMENSIONS FASTENERS DN. HEADERS N0. GA AVG UPLIFT FLOOR 101) SNOW lt5 ROOF 125 ME BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H 8 10d l6d JaSTS ULL REF. ALL LIABILITIES ON THE CONTRACTOR. (133) (160) 10d 16d t0tl 16tl 10d 16a WS46 18 • 4r 2 4-16d 4-16,1 6076 1140 1160 1000 1150 12W 7. 1D, 127 H11211-2 14 317• 94� 2 8-16tl 6-16d 6078 1755 2105 1-116M 1900 2085 1 W. 64. 122 USE A MINI" TWO Bd NAIS SIDE OF TRUSS TOTAL FOAL Bid MALLS N10 , TOTAL FOR 8a NAILS INTO TRUSS. Simpson Strong-Tle HATES H7 EIGHT' LFTA I FTA FL DETAIL "A" Simpson Strong -Tie H] rte.,,, --. ,- Floor -to -Floor Connections MTS16 MTS16 unOA DETAIL 11C11 Simpson Strong -Tie Floor -to -Floor Connections ARTJY12 UT.11F WASHER HD2A NA T C` 0 r) I T C`'Dr) SID IUT LSTA WASHER HIS'__' . ..., n .. DETAIL "Fll DETAIL 111)1' 1 DETAIL 1111 Simpson Strong -Tie ROD SYSTEM ;SHEATHING NOTES: .ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION I(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 1(1) SHEATHING TO BE NAILED TO CCA SILL 1(2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM 1(3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1(4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF Equal nL spedfiec el L.J1b DETAIL IIHII SIN Str F DETAIL DTII DETAIL DJII SUBSTITUTIONS framing hardware shown on these plans, >ss otherwise indicated, is Simpson Strong -Tie. substitutions are approved or authorized. to the relationships of framing hardware to other components of the structure, any framing dware substitutions will render these plans and void, and will result In the installer/contractor uming responsibility for tihe design and formance of the entire system. PROVID S1DE 0 MLD 0 Simpson Strong -Tie HGA10 DETAIL 11K11 STU 8"- SIMPSON TAKE-UP WASHER ARTg x12 DETAIL "L11 J P WASHER LEER NUT 'ON E -UP WASHER \NCHOR BOLTS © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not au usdz the right to build without the authoriaotion of local governing agencies, such as Suffolk County Dept, of I ICallh Servmes, Town Budding Depnnmealu, DEC, FEMA, etc. Verify all conditions, codes, and requlremcuts with such agencies prior to construction. Pum. NO: 871-2005 ORAYaI HY: BDK sru� 1/4"= 1'-0" DAME 06-21-05 Insh 07-24-05 09-09-05 SHEfr MIME SIMPSON WINDLOAD CHARTS & CALC. & STRONG -TIE DETAILS 4OF20 FASTENERS UPUFT LATERAL CODE MODEL AVG UPLIFT (13J/180) REF. NO. GAULT. TO RAFTERS TO PLATED TO STUDS (133) (160) 1, 160 HGAIONT 1 14 1 4-SDSrAP 4-SDS3•x3• 1523 1 435 1.15 1165 1 940 USE A MINI" TWO Bd NAIS SIDE OF TRUSS TOTAL FOAL Bid MALLS N10 , TOTAL FOR 8a NAILS INTO TRUSS. Simpson Strong-Tle HATES H7 EIGHT' LFTA I FTA FL DETAIL "A" Simpson Strong -Tie H] rte.,,, --. ,- Floor -to -Floor Connections MTS16 MTS16 unOA DETAIL 11C11 Simpson Strong -Tie Floor -to -Floor Connections ARTJY12 UT.11F WASHER HD2A NA T C` 0 r) I T C`'Dr) SID IUT LSTA WASHER HIS'__' . ..., n .. DETAIL "Fll DETAIL 111)1' 1 DETAIL 1111 Simpson Strong -Tie ROD SYSTEM ;SHEATHING NOTES: .ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION I(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 1(1) SHEATHING TO BE NAILED TO CCA SILL 1(2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM 1(3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1(4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF Equal nL spedfiec el L.J1b DETAIL IIHII SIN Str F DETAIL DTII DETAIL DJII SUBSTITUTIONS framing hardware shown on these plans, >ss otherwise indicated, is Simpson Strong -Tie. substitutions are approved or authorized. to the relationships of framing hardware to other components of the structure, any framing dware substitutions will render these plans and void, and will result In the installer/contractor uming responsibility for tihe design and formance of the entire system. PROVID S1DE 0 MLD 0 Simpson Strong -Tie HGA10 DETAIL 11K11 STU 8"- SIMPSON TAKE-UP WASHER ARTg x12 DETAIL "L11 J P WASHER LEER NUT 'ON E -UP WASHER \NCHOR BOLTS © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not au usdz the right to build without the authoriaotion of local governing agencies, such as Suffolk County Dept, of I ICallh Servmes, Town Budding Depnnmealu, DEC, FEMA, etc. Verify all conditions, codes, and requlremcuts with such agencies prior to construction. Pum. NO: 871-2005 ORAYaI HY: BDK sru� 1/4"= 1'-0" DAME 06-21-05 Insh 07-24-05 09-09-05 SHEfr MIME SIMPSON WINDLOAD CHARTS & CALC. & STRONG -TIE DETAILS 4OF20 Table 3.1 Nailing Schedule Table 3.6A Ridge Tension Strap Connection Requirements for Wind as Exposure -_ (Prescriptive Alternative to Table 3.6) Numberaf Number of )Dint Dcacnolion Common Nailr Box Nnh I NeilSwcing Dud Load AuumpOona: RmfAsmmbly DL= 10 pal Three Second Cup Wind Sped(mph 85 90 (R-th) These Seud Dart Wid Speed (oulad 1 65 1 90 1 100 1 110 120 130 140 150 Rafter to Tap Plse (Tao-miled) WW (eee Table 3AA) (nee Table 3.4A) Number of Rd Common Nails or Had Box Nails(Toeoxild) per rafter 6 spacing (I.) Hrlght(/L) h6Imm�ar Required in Each Rafter andrar Ceiling Joist to Tap Plate Commodore"" 16 6 Ceiling Joist to Top Plata (Too-nmled) 2 (-a Table 3.4A) (are Table 3.4A) 3 perjoia Roof Pfh R_' pa Numbaraf Bd Coo .Nohorl00 Box Nulemcached of 1-1/4'Suap"A'"54 3 3 Ceiling Join be Parallel Rafter (Face-niled) R (sca Table 39A) (Ran Table 3 9A) 3 3 3 1 each lap 4 ) 10 2 Ceiling Joist ps Over Partitionist (Face -puled) 3 3 3 4 (ru Table 3.9A) (see Table 3.9A) 24 cash lap 3 12 1 1 2 2 2 3 3 4 4 5 5 4 Colla Tie m Rafter (Face -wiled) 12 (were Table 3.6A) (aa Table 3.6A) 6 per tie 6 16 1 2 2 2 3 4 4 12 Ifi 6 6 Blocking to Rafer(Too-oailead) 6 fi 2 -gad 2 -Hal 12 12r each rnd 12 121 6 6 12 6 6 6 12 6 12' 7.5 24 ePenmcmr 6'192 12 5 Rim BoardN Rafler( axl-puled) 121 12' 2.16d 3464 a o each ead 6 6' 20 2 2 2 3 4 4 5 q' 6 27 6 6 6' 1117 61 3:12 24 2 2 3 3 4 5 6 33 7 6 6 6 6 6 suffmag 6 28 2 2 3 4 5 6 7 11 9 Tap Phe to Top Pine (Face -timed) 16 2.16d' 2-16d' 10 per font 8 32 2 3 3 4 5 7 6 4:12 9 Top Plemsnlnmereswone (Face -wild) 15-I 416d 5-16d 3x12.375 joints - each side 6 36 2 3 4 5 UNDER RIDGE - 16' oc 3x13.750 19.2 4 R Stud to Stud (Facer.ild) 5 2-16d 246d 7 24'0x, 20 9 IR 27 FACE NAIL USING (4) 100 NAILS in 6 7 9 n n Header to Header (Faco-oaild) o 161 16d u 16" a... along ranges 3x1]875 12 1 1 1 2 2 2 7 12 3 9 17 25 II 22 33 UNDER RIDGE - 16' an. 16 1 1 2 2 2 3 3 4 4 Top w Bottom Plate to Stud (End -wild) 3 (ace Table 3.5A) (sea Table 3.SA) 5:12 per stud 3 20 1 2 2 2 3 4 4 6 5 18 0 0 o a 19.2 4 7 4:12 24 2 2 2 3 3 4 5 21 6 Bottom Phar to Heartens, Badjmst, Endicott or 24 2.16d" 2-16d" 12 per foal 9 14 7 14 20 9 I8 27 u 12 Blalang (Foes -wild) 3 5 3 4 53 28 2 2 3 3 4 5 6 4 7 3 5 7 4 7 10 5 32 2 2 3 4 4 5 6 3 7 S 4 8 12 5 10 15 X 36 2 2 3 4 5 6 7 5 8 Jour WSill, Top Place or (Iud.(Too-naild) 7 4-6d 410d Z per)oial 12 12 1 1 1 1 2 2 2 6 3 Bridging to Join (Toe -nailed) 8 2 -Rd 240d 3 each end 5 16 1 I 1 2 2 2 7 Blockingto Joist ras-amld ) 2- ad 24Od each ead 10 3 3 Blonkfinas or Top Place (ilrod) lad) 4 3 -Id 4.16d 4 each block 3 20 1 1 2 2 2 3 3 3 4 Ledger Snipto Beam (Facerotild) Lodgergrip0 3 l-Ifid 4 -Iliad 4 each low 5:12 24 1 2 2 2 3 3 4 3 5 Joist on Ldger in B. (reconciled) 3 3. ad 3-I0d 5 is"ain 4 28 1 2 2 3 3 4 5 4 5 Band Joist to Joist(Fed-wild) 6 3-16d 4-16d 8 perjoist 12:12 32 2 2 2 3 4 4 5 Bend Joist m Sol or Top Plate(foo-nadd) 2 -16th 3-16d perfoan 3 3 4 3 3 5 3 5 7 3 6 9 -------------- 24 3 4 5 36 2 2 3 3 4 ! 6 11 7 12 1 1 1 I 2 2 2 2 9hmluW Panels SriIbd (aa Table 3,10) 16 1 1 2 2 2 3 3 Dugnwl Board Sheathing 20 1 1 2 2 2 3 3 4 I"x6"or IN11" 2.8d 2-100 per support 6:12 24 1 1 2 2 3 3 1"x 10'm aides 3-8d 3 -load per aaPport 4 4 29 1 2 2 2 3 4 4 5 l2 2 2 2 3 3 4 5 5 Gypsum Wallboard Sit cool. Sd coolers 7" edge 1101 field 36 2 2 2 3 4 4 3 6 - 12 1 1 1 1 1 2 2 2 16 1 1 1 2 2 2 2 3 Snootiest Paceh ed 100 (eee Table 3.11) Fiberboard Parole 20 1 II 2 2 2 3 3 3 7/16" 6d' - 3"edge/6"field 7:12-12:12 24 1 II 2 2 2 3 3 25/32" Bit' - 3"edge /6"field 28 '1 4 2 2 3 3 4 4 32 2 S 2 3 3 4 4 5 Gypsum Wallboard 5d coolers Sri crwlen 7"edge / to- fold 36 2 2 2 HnNboud Sri 8d (fee Table 311) 3 3 4 5 6 Particleboard Panels ed Sri (see mnnufanvcr) i TaMdatd=oa regiclremmts shall be Fanciful as las multiplied by 0.70 for framing not tiwuW withh efeuotbWldiag martin Diagonal Board I Tabulad ridge conversion loads assume a building laved h Examinee B. l'kfi'm 1"x8" last", 2-8d 2-Ibd per support i TabWatd amatioe ummmuam mlmW Wimibw 0.6ofib..f..blydeadiwd(0.6x10p.1). req b•.e4 up' I"x1)"orrander 3-8d 3. Lost per support 4 Tabulatedmwatwm3urni ase has rd en is 12 kWh ddgesnsp fpacmg,fo, different oil, alp spaaWg, mwdply the " iwry;h� J) tsbuhrrl values by the appropriate.idpler bellow Snuenaal Panels Ridge Cemadov Spasms (ia) 1;2 16 19.2 24 42 72 1"orlm 8d Ibd 6"dge/12"field MWUIea P Lm0 133 1.60 2.00 400 600 jamUxrmab l" Ibd led 6"edge / fir. field r Whea the tsbuhled Dumber afoaib requued hose, eclat Ms., p as equal m l and the Damns h attached In accordance with Drag ... I Board Sheathing Table 3.1, do ridge stop it additional calla, a but mquimd 1'x6^m 1"x8" 2-8d 2-I0d per support • When-colW de Is most be It. ofit ridgesap, our cumberarf Ibdevervr sailsexpand It each and ofm. mIW On bad act I'x10'or wider 3-61 3-Ibd per support .seed the tsbuWed oumber of ad comma nailer In astselnap, m the number of ltd bar ash w each and of W. calW oe and ' Nailing requirements arc bud on wall sheaging nailed 6 inches onunru at the panel edge. If will sheathing n aaild 3 inches on -center at the Out tamed we tabulaid Dimmer of too box nada at if trial au,. paced edge to chain higher shcu capacities, nailing mquirmxmU for s umaid members shall be doubled, or alternate canna[., such u she. plata, shall be ..it to mumam the lead path. i When will sheathing is eonnnunce over connected members, the simulated number of nails shall he Pvrmned an be reduced to I -Ibd nail per fart Corrosion raaimanl I I gage boofmg .I I. and 16 pg. staple art penchant, check IBC for additional requlrcirm. 9. AMQBNCAN WOODCWNCIL Table 3.9A Rafter/Ceiling Joist Nodel Joint Connection Requirements AMERICAN FOREST & PAPER ASSOCIATION Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection (Prescriptive AlternativB kb Table 31.9) Requirements - Exposure 8 (Prescriptive Altemative to Table 3,4) Dead Lod Assimilation'RafAuemhl DL=10 ff Raaf Live Load I Ground Snow Load Three Second Cup Wind Sped(mph 85 90 (R-th) 100 ,110 120 130 p 140 150 Itafler/CelBog loot WW I2 6 Number of Rd Common Nails or Had Box Nails(Toeoxild) fi 6 spacing (I.) Hrlght(/L) h6Imm�ar Required in Each Rafter andrar Ceiling Joist to Tap Plate Commodore"" 16 6 S 2 2 2 2 3 3 3 3 12 10 2 2 2 2 3 3 3 3 16 R 2 2 3 3 3 1 A 4 6 10 2 2 3 3 3 4 4 4 24 S 3 3 4 4 5 5 5 5 6 10 3 3 4 4 5 5 5 6 3Teaenpova umso aro nation on esrampuooe to I "to l.V. I Tabulated c000atoa requl..0 usume a building located to P.apwve B. I When ceiling joi,U are WaWle d parallel to nlhn, the a= ofthe toenails in the nfier and aifingjoist " equal or excred the Lhuhted number of owls required ' To avoid uplifting, an rune than 21aenaDs shall be iwlsBed in each tide ofs ratter or ceiling joist when futeved to a 2x4 cep plan SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE W1TH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. /Rl Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads as Exposure B Table 3.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - Exposure B TO -c 5ccunJ Lipp 65 9U 100 I IU Iia ❑0 140 150 Tlvm 8amd "nou WwJ Spend ward 6peetl (mph) SS YU IUO IIU I2U 130 140 ISU (mph) STRUCNRAI,SHBA1'F P Maximum Hesduffiodec Spew for C.. Lumber Sesclesr 4sdF Sheowmg Location Ilafter?rvar Samar a - r b F E F (R-th) OncM1w, o.c) Moxanpm Nor l Spacing for ed Common Nails or IrJJ Box Mule (inches, o c I 12 12 p 12 h IJ 6 I2 6 12 fi 6 12 Ie h6Imm�ar Interim Zane 16 6 Lone 16 6 12 6 12 M1 12 b 12 6 6 T1:26 12 6 12 6 12 12 142 6 12 6 12 6 12 6 I2 6 6 12' 12 6 12 6 13' 12 24 6 12 6 12 6 12 6 12 6 6 12 12 6 12'' 6 I" Else%otic 12 Ifi 6 6 12 12 6 fi 12 12 6 h 12 12r 6 6 12 121 6 6 12 6 6 6 12 6 12' 7.5 24 ePenmcmr 6'192 12 34 6 h 121 12' 6 6 12' 12' a o 2' h 6 6' 6 or 6 6i 6 br lit614' lir 61 12r 766� 18 q' liable Fndwell Reals or Rahe Trvu wi lnnkoul Blockn 27 6 6 6' 1117 61 6 7 13 19 8 IS 23 11 22 33 "al", End%al Naku car Rake Tmas w/9 R.kn 1) man 6 6 6 6 6 6 6 6 3 6 9 5 9 13 fi 11 _..-_.... e.... ........,n...,w.ng Minimum Nvnberofal Cis. Nile U..h<a, o a 1 Per Striation I x6 or I if Sheathing 12.1921 Z 2 2 Z 2 Z 2 l a lO ear Lager Sheath;ne 12-192 3 - 3 3 - - - - q , E - pad....... n.. rid edges Qn.l F - Hart spacinguunmmdlam i.iiomm the panel Field (m) For rail shaming %'thin 4 feu of [be onvi e:er edge ofrhe mot, Including 4 feel un each ntic of the nuf peak, flue 4 furl p,mbrefv edge zone sti chmem requ;renuenu shall be card, Tabulated 12 ,neh on ..it spawn, axroaee.heado, reached in m0ar/vm. Futures mamb<rs wsd G> 0,49. For Famms members won 0 42 c G <049, the rod spacing, shall be rad ui,W m6inches our ' fabulned61,chou naJ apenng earumea ahaiiaing anachetlmmnsnrma lrwning members wuh G>0i9 Furf ingmembenw,ih U42<(i<D49,,h<na,l anti n sM1ell be ntluceJ w 4 sP 6 Iminsnc. Tabulated interior oudspavng parumn ah<nNngamched ip m0uilrurr lmmrnn m<mben wid;G>OA9 For Fubegnmmberswm O42<G<0a9 lbenaJ spnangs ohall be redu and to 3 rmhee ec T/b,],I.d nail s,acin,a.a,. a Etrddmg lmmed Or Eapmvc H Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind Loads - Exposure B Three Second Giut 85 90 100 110 120 130 140 150 Wind Speed (mph) E I F E I F E I F E I F E F E I F E F E F Sheathing Lecomm' Stud Sparing (inches, o.c.) Matioum Nd Species far lid Commov Nails or IOd Box Nick (inches (R-th) 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Interim Zane 16 6 12 6 12 6 12 6 12 6 126 8.9 12 6 12 6 12 DETAIL TO BE USED IN ALL CATHEDRAL LOCATIONS. 24 6 12 6 12 6 12 6 12 6 12 6 12' 6 12' 6 12' 6-1 12 6 12 6 12 6 12 6 t2 6 12 6 12 6 12 6 12 4-FaI... Ifi 6 12 fi 12 6 12 6 12 6 12 6 12 6 12 6 12' 7.5 24 6 12 6 12 6 12 6 12 6 12' b Ile 6 12' 6 12r sheathing Size Ralhrrrwtu Spacing Minim. Number of gad Common Nail. in 100 Box Nails (Ineher, aa) Per Support Ix6or ix6 Sheathing 12-24 2 2 2 2 22 2 2 Ial O ori ger Sheathing 12-24 3 3 3 3 3 l 3 3 Nul.... ws er awn edea (m.) Neil atacwg at war®dwe..pow in the panel field (. ) ' For wail sheathing www 4 fast cribs comm, de 4 pact rip mw attachment nxumements -hall be u.d ' Tabulated 12 inch o.c caul spacing a..mnn sheathing awrLd to stud F.ing members with G L 0.49 For mmws roembare with 0.42 5 G 10.49, the rod sp.cmgs shag be induced e 6 orches a.c. 13 1 24 1 36 12 24 1 (n -m.) (R-th) .... .......o, wn.........a. w-.u....o m..........-., nn yv........o..o ,....ov....o.... ..n ..,......n.n...... 1 1 36 121 24 1 36 1 12 4 Tdulard nail meachavis umme a braldw looted Iv Earpossure B Rafter $lo a P Rafter Spacing (io) 6-0 Required Number of l6d Common or 40d Box Neils per Best latae Cowation' r tplAs 2 -lab 8-3 ALTERNATE RIDGE SWAPPING 7.0 6.4 5-30 5.5 5-0 4.6 2-2x8 9.3 8.9 7 -II 7-2 6-7 6-1 5-8 DETAIL TO BE USED IN ALL CATHEDRAL LOCATIONS. 2-2x10 12 4 7 10 4 8 12 5. D 2-2x12 10-9 10-2 9.2 S-4 7-8 7-1 6-7 6-1 3.2x8Il-4 ID -9 9.8 8.9 8.1 7.5 6.11 6-5 1-2x1n 6 II I7 8 15 22 7-7 3 12 16 5 9 Il 5 10 15 8 IS 22 70 20 29 SIMPSON MSTA24 STRAP BE 9.4 8.7 8-0 7.5 4-2x10 14-6 13-g 12-4 11-2 10-3 9-6 8-10 8.1 9.2x12 TO BE INSTALLED 16" oc 19-5 19.2 6 11 16 6 l2 18 9 I8 27 12 24 35 (ON EVERY RAFTER) (R-rnJ 24 7 13 19 8 IS 23 11 22 33 IS 29 44 ?. as 12 3 5 8 3 6 9 5 9 13 fi 11 17 13.1 16 4 7 10 4 8 in 15-4 14-2 13-2 12-3 3x11000 is PROMDE 2x6 COLLAR RE 4:12 0 0 15-I 14-0 13-I 3x12.375 12 6 11 17 8 IS 22 UNDER RIDGE - 16' oc 3x13.750 19.2 4 R 12 5 9 14 7 14 20 9 IR 27 FACE NAIL USING (4) 100 NAILS in 24 5 3x16.5000 n n u o :t to u u 3x1]875 o TO EACH END OF COLLAR BE c n u 10 IS 6 12 17 9 17 25 II 22 33 UNDER RIDGE - 16' an. 3,20.615 12 3 4 6 3 5 7 4 7 10 3 9 14 5:12 16 3 6 8 3 6 9 5 9 14 6 12 18 0 0 o a 19.2 4 7 )0 4 R 11 6 II 16 7 14 21 in a o 15-5 24 4 8 12 5 9 14 7 14 20 9 I8 27 u 12 3 3 5 3 4 53 5 8 4 7 10 7.12 16 3 4 6 3 5 7 4 7 10 5 9 I3 19.2 3 5 7 3 6 S 4 8 12 5 10 15 X 24 3 1 6 9 4 7 10 5 10 15 7 13 19 Z 12 3 3 4 3 3 4 3 4 6 3 5 8 16 3 3 5 3 4 5 3 5 8 4 7 9.12 10 19.2 3 4 6 3 4 6 3 6 9 4 6 12 DETAIL 11Mfl 24 3 5 7 3 5 8 4 8 11 5 10 1 15 12 3 3 3 33 3 3 3 5 3 4 6 Ifi 3 3 4 3 3 4 3 4 6 3 5 8 12:12 19.2 3 3 4 3 3 5 3 5 7 3 6 9 24 3 4 5 3 4 6 3 6 9 4 8 11 ..v. n,a,.Yunomc,m ouuu arc p[unnn:o to W r[bucm q,' "'....a i e mreenen. a Hal joint nonaactiom w not requited when the ridge is supppaned by a laedbeaning wall, header or ridge been designed to resist the applied loads. J When intermediate support of the rafter is provided by in rtimal shuns or purlins to a loadbearing well, the tabulated heel joint connection requirements shall be permitted to be reduced proportionally/ to the reduction in span. I Lqu:valent connections are required for ceiling joist to earring joist lop spat ices 6 Tabulated heel joint connection requirements do out include, the additional weight of the ceiling assembly. 6 Tabulated hal joint connection requiemen s assume coiling; joist, or rafter ties are located at the bonom of the attic space. When ceding joists or rifler firm are located higher in the otic space, no antic storage is assumed, and the tabulated heel joint aanation requirement shall be increased by the following factors: Ceiling Height/ RoofRdge Hal Joint Connection Freight(H,/H,) Adjustment Factors In 2 -�`� 113 1.5 T T \�-` 7/4 133 11 1/5 125 v6 1.2 1/10 1.11 Note: Lateral deflation of the rafter below the rafter hes ma;y exceed 314 inch when rafter nes are located above one-third of the ridge height, H„ of when He is greater then 2 fat and may require additional consideration AMERICAN FOREST A PAPFR ASSOCI ATIDN ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANU FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Sire (fl.m) (n -m.) (R-th) (ft: th) (ft -) (Min.) IL 1. (R -res ) 2-2x4 7-1 6-8 6-0 5-55-0 8 4 4-5 6.5 4.1 6-0 2.2x4(tat) 10-9 2-2x6(flat) 1l-9 r Tah,J.mA b -d- .¢"u 4-7 4-1 4-0 2 -lab 8-3 7.9 7.0 6.4 5-30 5.5 5-0 4.6 2-2x8 9.3 8.9 7 -II 7-2 6-7 6-1 5-8 5-3 2-2x10 to -3 9-8 9-9 7-11 7-3 6-8 6.3 5. D 2-2x12 10-9 10-2 9.2 S-4 7-8 7-1 6-7 6-1 3.2x8Il-4 ID -9 9.8 8.9 8.1 7.5 6.11 6-5 1-2x1n 12-7 II -10 10-8 9.8 8-11 8-3 7-7 7-1 3-2x12 13-2 12-6 11-3 10.2 9-4 9-8 8.0 7.6 4-2x5 13-1 12-5 11-2 10-2 9.4 8.7 8-0 7.5 4-2x10 14-6 13-g 12-4 11-2 10-3 9-6 8-10 8.1 9.2x12 IS -3 19-5 13-U 11-Y lU-1U IU•U Y-3 8.8 Maximum Haider/Ond. Spans for Grad T.ndnorcd Braxc'sin Stu (R -in) (R -in) (R-inJ (R-rnJ (R-inJ (ft.wJ (fl -inJ (A-wJ 3x5.500 is 15.5 13-11 12-5 11.7 10.8 9.11 9.3 3x6 A]5 as as 15-6 14-2 13-0 12-0 11-1 10-4 3xS.250 o n o 15.6 14.2 13.1 12.2 I1-4 3x9625 0 0 o in 15-4 14-2 13-2 12-3 3x11000 is in o 0 0 15-I 14-0 13-I 3x12.375 n n 11 u n n 14.11 13.11 3x13.750 in to c o In v 15-6 14.8 3x15.125 an o to v In in a 15-4 3x16.5000 n n u o :t to u u 3x1]875 o c c n u o 0 0 an v v 3,20.615 o in c c o in in in 3x22.000 u er is v o 3x23.375 c c u u ;r to u u 3x24.750 I inr n 0 0 in n to 5x.5000 n n u 15-5 5.6 A75 _ n 0 0 0 o o o 5x8.250 u u v o Sa9.625 c v in n ...._............w_..,..,,-.-,y„F, Foaa we,urn;e,a w inner. Tabulated header spa. -ball be prion% ed In be dii dd by 0 96, for fiaml our localad within 8 feel of building eomen, ' Tabulated spans assume a building locoed In Exposure B r The nuO h.,.fj.ck bid, required at each and of the hands shall be de,.l d fowl stile 3.2.^1•', ' 'T.oulald values arc baud as s2 Grade Ikm.Fk, and are applicable on species with equal or greater Fs ad B Som the SUPPlemat (I a. Dnuglef 1`114ain h, Sumbem Pine, or Spmvel'be-Fu) s Tabulated spaw assume 24F connotation glulum. 6 The number of full height said, requhed at curt, and of de hued. cool bn dc.d h an;orUmc, wub'lub]. 3.230. Table 3.236 Header Spans for Exterior Non-Loadbearing Walls and Window Sill Plate Spans Resisting Wind Loads - Exposure B Three Second Cons, Wind Speed Maximum He othoUndv span. one ran, -"n, _r,.. e....:...!.tadA HO Sim (R -its.) (N: mJ (R -in THE (Mw) (0: in.) (n -m.) In.in1 1-2x4 fear) 7-3 1-2x6(0.) 10-7 6.10 10.0 6-2 9-D t'84 5-2 7.6 4.9 6-11 8 4 4-5 6.5 4.1 6-0 2.2x4(tat) 10-9 2-2x6(flat) 1l-9 r Tah,J.mA b -d- .¢"u 10-2 N-11 9-1 13-5 TO GABLE STUDS (SEE LAYOUT). 7 -fl 11-2 7-1 I0-4 6-6 9-7 6.1 8 -II .....,.non¢ n.,n nacmcu w;mm a res pr pmimms Comers. 'I sbuhed spans are. -building ..it in Espueue a s Tvbxiculheaderap. arc handnn 10 face well Imighia fearolhcrwall be:ghn,iT, rheubulaldbersdat,nanshell to b.boad by (Hu 6)Ia ' Tabulued values arc tested on t,Z Grade Ham-Fo,and m< aPpluroble w apace, with equal car greaen Fa and E Dam We Supp1®c. (La, Doeslas air-IAmh, AosMru Pine, or Spence -Parc -k of The --bar Of fail height surds requued at each ed Oftle hander Jail he hu-m:m"I its accordanu with Table 3.230 Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting Wind Loads - Exposure B A C Wal Send Spacing (in.) ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (,AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 8 4 3 ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. 14 Broder San (ft) Nlmbv of Full Heigh Stud Required at Each Cd ofd, Heaths 2 1 I 4 2 2 1 6 3 3 2 8 4 3 2 U 5 4 j 12 6 5 3 14 6 4 16 8 6 4 ....n.n.,...n n eegm asm snquaau al para end or me header -lull be.ermind lea W reduced an ucordame wah he seg. irb or Section 3.4.142 and Table 3 21D © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of thane drawings does not ambonxe it,. right to build without the uuNnnzatun of local goveming egencief, such an Suffolk Cavity Dept or Health Services, Town Building Departments, DEC, FEMA, em. Verify all conditions, codes, and requirements with such agencies prior toconstruction. EN wW 'S SEAL PROJECT N0: 871-2005 war, B: BDK .:rf:nssr SCALE. 1/4 V -O' DATE 06-21-05 AEv 07-24-05 09-09-05 Salm TIME: NAILING SCHEDULE BC NOTES 5 OF 20 Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Plates In Exterior Walls Resisting Wind Loads - Exposure B & C Distance hum'I'up Plate Douro to Bandar (a) or nistmce from Bottom Plale Up TO Window Sill Pure (b) to Wall Height (w2), where x is the larger of a ur b 0.0 1 0.1 1 02 1 03 1 04 1 0.5 1 0.6 1 0.7 1 0.8 1 0.9 T 1.0 Wall Sud Fender Spm (ft) NumberofFull HeiBhl Stud Reignited an Bach prod ofthe header, Spacing (io.) (1[.in) hue Flum Only 2.2.4 2 1 l 1 l 1 1 1 1 1 1 1 4-8 4 1 1 2 2 2 2 2 2 2 1 1 10-2 6 1 2 2 3 3 3 3 3 2 2 1 8.8 8 1 2 3 4 4 4 4 4 3 2 1 12 10 1 2 4 5 5 5 5 5 4 2 , 0 12 1 3 4 6 6 6 6 6 4 1 1 2 14 1 3 5 6 7 7 7 6 5 3 1 2 16 1 3 6 7 8 8 8 7 6 3 1- 3 2 1 1 1 1 1 1 1 1 1 1 1 2 4 1 1 1 2 2 2 2 2 1 1 1 2 6 1 1 2 2 3 3 3 2 2 1 1 1 8 1 2 2 3 3 3 3 3 2 2 1 16 10 1 2 3 4 4 4 4 4 3 2 1 1 12 1 2 3 4 5 5 5 4 3 2 1 1 14 l 2 4 56 5 6 6 5 4 2 1 21 16 l 3 4 6 6 6 6 6 4 1 1 3 2 1 1 1 1 1 1 1 1 1 1 1 14 4 1 1 1 1 1 1 1 1 1 1 l 6 l 1 1 -2 2 2 2. 2 1 1 1 24 8 l 1 2 2 2 2 2 2 2 I 1 10 1 1 2 3 3 3 3 3 2 1 1 12 1 2 2 3 3 3 3 3 2 2 1 14 1 2 3 3 4 4 4 3 3 2 1 16 1 2 3 4 4 4 4 4 3 2 1 Lne wpacry of we comechon til ria alp or atom pure TO each ria um8ht arm coast a equal In to nIR 1=181 101111 (w) given OR stole J.o Irma half of the header api n (1.121) divided by the required nalnbal of full height "ince (NFF7) achected from 3.23D. Top or Bultu a plane m Finch Full Height Sued Connection- w"(L2yNF'H Fall I Stud W Si Table 3.24A Header Spans for Interior Loadbearing Walls (Supporting One Center Bearing Floor) Dnd Lnad Assumptions: RooCCeiBng Assanbly OL =10 psf Biding Width (ft.) 12 1 24 1 36 Maximum Heedrs/Girder Spam for Cnmmnn Lmnber Samcs"" Ileadera Supporting Sim (ft -in.) (A.inJ (1[.in) hue Flum Only 2.2.4 4-4 3-1 2-6 (Carter Bearing) 2-2a6 6.5 4.6 3- 8 6-6 2-2x8 8-1 5.9 4-8 3xll.D00 2-2x10 9-11 7.0 5-9 0 2-2x12 11-6 8-1 6-7 14.5 3-2x8 10-2 7-2 5-10 11-11 3-2x10 12-5 8-9 7-2 3x17875 3-2x12 14-4 I0-2 8-3 8.8 4-2x8 11-6 8-3 6.9 8.7 4-200 14-4 10-I 8-3 10-6 4-2x12 c II -9 9-7 Mmtlmum HannCnlinra bpm. ra Ulnea Sin (fl. -hu) (fl. m.) ...-_.__ oft: R, 3.5.500 7-3 5-9 4-4 3.6.875 9.1 7-3 5-5 3.9.250 10.11 8-8 6-6 30.625 12-9 10-1 7-7 3xll.D00 14-7 11.7 8-8 3x12.375 0 13-0 9-9 3x13.750 r 14.5 10-10 3x15125 o IS - II 11-11 3s16500 a3.0 6-0 7-7 3x17875 o r 14-1 Sx5.500 8.8 6-10 6-0 5.6.875 10-9 8.7 7-6 5.9625 15-1 12-0 10-6 5x11000 u 13-8 12-0 5.12.375 in 15-5 13-5 5.13750 in n 15-0 5.15A25 n in 0 swable heudedgirder span exccods 16 feet, spar we limited to 16 feel. I Tabulated spar an based or 42 Unds Hem -Fu, and un applicable TO species With equal or great= F-6 and B from the Supplement (I it. Douglas Fir -1 -rah, Southern Pia, or Spruce -Pure -Fu). Far 43 Grade lumber, spew shell be multiplied by D.75. r Tabulated spar Manan. 24F combmanon glulam. 3 Tabulatnd Pani anaume header supporting single span floar)oiess. For handers supporting continuous two spm Door)outs tabulated spm= shall be multiplied by 0.89. 1 Ilse number of Ink shah raqucred at each end of the harder shell be determined from Table 124C. ALL TABLES AR THE AMERICAN PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION Table 3.24B Header Spans for Interior Loadbearing Walls (Supporting Two Center Bearing Floors) Dud road Auumptione: AwCC"Rmg Assembly DL=IDpsf Building Width (ft) 12 24 36 Meaimum Hans"Unins 8puw 1st , Hesile. Supp9nune Sbo .......... (H -in ...-_.__ oft: R, One Floor Gully 2-2x4 2-10 2.1 6:8 (CurlerBariha3 2-2x6 4-2 3-1 4-11 310 2-2x8 5-4 3 -II 4-5 1x11.000 2-2x10 6-6 4.9r3. 3112.375 12-0 2-2x12 7-6 5-6 13-4 8.3 3-2x8 6-b a -lar 9-1 7-0 J -2x10 8-1 6-0 7-7 3x17.975 3-2x12 9-5 6-11 3.19250 u 4 -nae 7-8 5-8 4-6 I2-4 4-2x10 9-4 6.10 5-8 10.2 47112 10-10 E. 0 10-9 1 1 .. _..-__. rt, "..- So. (6-ia7 (1t. 3-7 3x5.500 5-a 3-3 2-6 3x6.075 6:8 4-1 3-2 Jx8.250 8-0 4-11 310 3x9.615 9-4 5-9 4-5 1x11.000 to -8 6.7 5-1 3112.375 12-0 7 5 5-9 3x13.80 13-4 8.3 6-1 3x15,125 14.8 9-1 7-0 3x16500 I6-0 9-10 7-7 3x17.975 1 10-8 8.3 3.19250 u 11-6 8.11 3x20.625 c I2-4 9 6 3x22.000 0 13-2 10.2 3x23315 o 14-0 10-9 5x5.500 6-10 4-10 3-7 5x6,875 g-7 6 1 4-6 Sa9.625 11-0 8-6 6-4 5x11000 13-8 9-9 7-3 5.12,375 IS -5 Il -0 A-2 5.15.125 c 13-5 10-0 5x16.500 o 1I-7 10-10 5s17.875 n 15-10 11-9 5.19.250 n u 12.8 5a20.625 0 1 13 7 owebla hader"Indm spun aeandr 16 fret, al.."" arc ho ilml to 16 Inch ' 'I Inclated.parr arc baled on h2 Banda Huu-Fu, sod ea.pphenhle in'peein wnh equal m pear Fr and E from the 5upplcmcnl Docoas Fo Larch, southern Than, an Spluee.pwe-Fir). For NJ orae a Icmher, span. 'hall be matipbd by 0.75 1 Tabulated spans aaNlnn 24Y combination elulun I Tabulated 1pma --- heden rupponhg dugle spm Iloorinuu For b..k. upy.t.9 coWmnrua aros]hn floor Jahns wbdatd so. 'hall be inulin lid by 0.99. I The number offset, sands roqulyd at each wd Of We header shall be d - Table 3.24C Jack Stud Requirements for Headers In Interlor Loadbearing Walls Roof Spon (ft) 12 17724 1 36 Header Width 3" 4.5{" S", r1159uWM1 Y]IM1 9Ntl 4.5" 5" fi' • so-so TWA Far: WZSVE I9W 2.2x ]-22v; T°anm. baaNwfi311 4-2x 2.2x 3-2x Weande; www irwudwells.um 4-2x 2-2z 7-2x DETAIL NO: 4-2n I leader Supporting SP ^a(=) Nnmher orlack Sada Regnu'cd er Fach F -n l of the Heade 4 2 I I 1 1 1 1 1 1 I 1 1 1 4 1 I l 1 l 1 1 1 1 1 I 1 6 1 1 l I l 1 1 1 2 1 1 I Ona Flom Only S 1 1 1 1 2 1 1 1 2 2 2 1 (Center Bearing) 10 1 1 1 1 2 2 1 1 3 2 2 2 12 1 1 1 1 2 2 2 1 3 2 2 2 14 2 1 1 1 3 2 2 2 4 3 3 2 16 2 1 1 1 3 2 2 2 4 3 3 2 2 1 1 1 . 1 1 1 I 1 2 1 1 1 4 1 1 I 1 2 1 1 l 3 2 2 2 6 2 1., 1 1 3 2 2 2 4 3 2 2 Two Floors 8 2 21 1 1 3 2 2 2 5 3 3 11 (Cant=Bening) ID 2 21 2 1 4 3 3 2 6 4 4 3 12 3 Z 2 2 5 3 3 3 7 5 4 4 14 3 21 2 2 5 4 3 3 8 5 5 4 16 4 31 2 2 6 4 4 3 9 6 5 5 Witter, un minnow arnica smes equal, 1, me naaner anal, se pannrrea TO im suppmrea oy a uasnmg mcno, a aemv w we nuu- height wall stud. An equivalent number of full height muds an permitted m replece jack ends, when rdequnte gmnty connections are provided, END VIEW FORM TIE TOP VIEW l INS I limimimigilimill SIDE VIEW I� is .... �111I1111 �1�1. �III �11III' Is 0 a a, , END VIEW TOP VIEW FORM TIE SIDE VIEW REWARD WALL SYSTEMS, INC 11"90°CORNERiFORM DETAIL 4.�.o k41,1-5S"issOah WAT}� poWF 40M" ll] -IMI M. lyre an"'.in • ff-@ 1,6 WALL BYeTEMe Titllrs. arm -+"sail Build Different. Build Better.'" Wrbok: www mwardwalul.wm aw11z6Et 1"= VIr .ran.nl�n,n...ra,xrh ""O's .aer.na.1 ..� -. �"" �'� "'a a'°'l,� DETAIL N0: 1-05 END VIEW TOP VIEW FORM TIE SIDE VIEW REWARD WALL SYSTEMS, INC �1-FORM DETAIL r1159uWM1 Y]IM1 9Ntl EWARD lois'NALL UN O.4Q -ao7 W1 nine • so-so TWA Far: WZSVE I9W SYSTEMa T°anm. baaNwfi311 Build Different. Build Betnr,TM Weande; www irwudwells.um Oaac OSn71001 1-=1'-0- mrr mosv aaram xttni�ewn .maws aar�mx amas¢.a ae, m �°. mhamsmastaaaa ass meas DETAIL NO: 1-04 a� . aurx I� is .... �111I1111 �1�1. �III �11III' Is 0 a a, , END VIEW TOP VIEW FORM TIE SIDE VIEW REWARD WALL SYSTEMS, INC 11"90°CORNERiFORM DETAIL 4.�.o k41,1-5S"issOah WAT}� poWF 40M" ll] -IMI M. lyre an"'.in • ff-@ 1,6 WALL BYeTEMe Titllrs. arm -+"sail Build Different. Build Better.'" Wrbok: www mwardwalul.wm aw11z6Et 1"= VIr .ran.nl�n,n...ra,xrh ""O's .aer.na.1 ..� -. �"" �'� "'a a'°'l,� DETAIL N0: 1-05 END VIEW TOP VIEW FORM TIE SIDE VIEW 17" END VIEW FORM TIE SIDE VIEW REWARD WALL SYSTEMS, INC 13"900 CORNER iFORM DETAIL WALLnrsm nm'd.N, 402 5K jp�-&W,�RD. Arne 91R ft,[ -'107/ ,m-AwEMa THIF- Far 4`1 Build Diffemnt. Build Beller. TO Wcbsim: www rcwadwdls wan Oasc 05g1f2001 1'=1'-0' a[ h WYmal01 tai dM.f 11Iw� Nap�aaLOSaai lanOs scamea ssaa,sesi"'rrm . DETAIL N0: I-08 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE R111HT 10 BU1LD ONt_`t ONE S1RUCIUR FROW THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these duwings docs not aullmnze the right n build without the authonruron of local governing agencies, such as Suffolk County Dept. trunnion Services, Town Building Depumnennts, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction DM aim3's SFAI: 871-2005 uav Ix. BOK ani r 1 /4"= 1' -0 - DATE 06-21-05 REV: 07-24-05 09-09-05 SHEcr Talc NAILING SCHEDULE/ REWARD WALL SYSTEM NOTES SHIDU 1m 6OF20 REWARD WALL INC 13"iFORM DETAIL oWALLs sure nu' 0.iWh :Rai 6YI377 WI vhe t9:.w2ass . IN.191.19W S WALL BYa TEM. "'I- 18a1dw 6)N Build Different. Build Better. TM Wc6dm. www.mw=dwallawm 0510112001 SESLE l'=1'-0' ar-rn nam a. amsash u ass a«u s mahai se woman ry as ses"" "ess"` DETAIL NO: 1-07 17" END VIEW FORM TIE SIDE VIEW REWARD WALL SYSTEMS, INC 13"900 CORNER iFORM DETAIL WALLnrsm nm'd.N, 402 5K jp�-&W,�RD. Arne 91R ft,[ -'107/ ,m-AwEMa THIF- Far 4`1 Build Diffemnt. Build Beller. TO Wcbsim: www rcwadwdls wan Oasc 05g1f2001 1'=1'-0' a[ h WYmal01 tai dM.f 11Iw� Nap�aaLOSaai lanOs scamea ssaa,sesi"'rrm . DETAIL N0: I-08 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE R111HT 10 BU1LD ONt_`t ONE S1RUCIUR FROW THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these duwings docs not aullmnze the right n build without the authonruron of local governing agencies, such as Suffolk County Dept. trunnion Services, Town Building Depumnennts, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction DM aim3's SFAI: 871-2005 uav Ix. BOK ani r 1 /4"= 1' -0 - DATE 06-21-05 REV: 07-24-05 09-09-05 SHEcr Talc NAILING SCHEDULE/ REWARD WALL SYSTEM NOTES SHIDU 1m 6OF20 E 11- 2-1/2' 1 6' 1 1 2-112- R EXTERIOR CENTER OFF -CENTER NOTE. SEE iFORM DETAILS FOR REBAR PLACEMENT DIMENSIONS. INTERIOR 13' 2 112-1 e' 1 2—I 2' 0 EXTERIOR 13" 2 1/2' 1 B. 1-1 2' INTER/OR EXTERIOR CENTER OFF -CENTER NOTE. SEE iFORM DETAILS FOR REBAR PLACEMENT DIMENSIONS. INTERIOR REWARD WALL Sfl.sne OOt,,NEMS. m° 13"iFORMSTEEL nN. NI� U1""]Nbl REINFORCEMENT PLACEMENT IOFmz.,nn IN REWARD WALL SYSTEMS, INC 11"IFDRM STEEL 40&WRAELLv8yY8TCMff n lSFmw snot QwW,Nr 4" d19HF41 FMCS 02-591.7 n REINFORCEMENT PLACEMENT • Yu IOL59ig959 TWmR.. 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DETAIL : I-13m...EMRm 13" 6 17" 90' CORNER IAP REBAR DIAMETERS V£RT/CAI AS RI HORIZONTA AS R, R iFORM CORNER BAR SPACING FORM -A- -B- 9" 4 13" 11" 5 15" 13" 6 17" RM TOP SILL PLATE WITH ANCHOR BOLTS — ROOF SYSTEM REBAR DESIGN AND PLACEMENT AS REQUIRED EXTERIOR SLOPED FINISHED WATERPROOFING MEMBRANE—,_Ai BASEMENT FOOTING AS REQUIRED BY DES/GN FOUNDATION DRAINAGE AS REQUIRED BY DESIGN 15 -MINUTE THERMAL BARRIER LEDGER BOARD WITH ANCHOR BOLTS FLOOR FRAM/NG 15 -MINUTE THERMAL BARRIER WCRETE FLOOR 4IGHT VERTICAL DOWEL HOOK AS REQUIRED REWARD WALLSYSTEMS, INC REW'ARUWALLSYSIEMS,INC 90" CORNER iFORM DETAIL ,I ISsoNp9,0suui IQiW11'JAi s -Tial olss"WeNWsum I -JOISTS (PERPENDICULAR TO WALL) IbvC Im-59E-tan 011, ' e WBTEMB rollF� IIm.61d111 09A1,2W3 2WAL Build Different. Build Better. "' Walnut. www.mwnrhudhi.cam M112001 05101/2001 Yen YYYmY mue4°"�`as ,�inea°a�mE°"ri �I"`avirr ➢or�.uFm�iY meieYn➢w.e.ara➢YI.i DETAIL N0: I-15 Yrmr.e »s I-23 TOP SILL PLATE WITH ANCHOR BOLTS — ROOF SYSTEM REBAR DESIGN AND PLACEMENT AS REQUIRED EXTERIOR SLOPED FINISHED WATERPROOFING MEMBRANE—,_Ai BASEMENT FOOTING AS REQUIRED BY DES/GN FOUNDATION DRAINAGE AS REQUIRED BY DESIGN 15 -MINUTE THERMAL BARRIER LEDGER BOARD WITH ANCHOR BOLTS FLOOR FRAM/NG 15 -MINUTE THERMAL BARRIER WCRETE FLOOR 4IGHT VERTICAL DOWEL HOOK AS REQUIRED REWARD WALLSYSTEMS, INC ONE-STORY WALL SECTION FOOTING DETAIL ,I ISsoNp9,0suui IQiW11'JAi s -Tial WITH BASEMENT I -JOISTS (PERPENDICULAR TO WALL) IbvC Im-59E-tan OUWu,NtlwW 6Ynl-IF➢I 011, ' • FF a139bM59 09107/2003 1 � WALL YBTEM■ mnFm ltm 1.41N Fu. lYY591-0A'fl Tullnz: lamlwaul 09107f2003 Build Different. Build Better. TM Websia:www...rd.sflk m, 05101/2001 l' 1,4r anst Y[➢W""an"o" fa al.LL'O I.9.sMnan'.➢MI➢ae"YWLL....Le M� unita aY YYa�.v.Y '°"'� DETAIL NO: 1-16 »s I-23 REBAR DES/GN AND PLACEMENT 15—MINUTE AS REQUIRED THERMAL BARRIER SLOPED FINISHED GRADE FILTER CLOTH, IF NEEDED� WATERPROOFING MEMBRANE DRAIN TILE CONTINUOUS F0077NG - SIZE AND REINFORCING AS REQUIRED— UNDISTURBED SOIL REINFORCING AS REQUIRED 4.-0. NOTES., 1. RUN MAY VARY DEPENDING ON SITE CONDITIONS AND LOCAL BUILDING CODE REQUIREMENTS. 2. MAINTAIN 16' FOOTING STEP HEIGHT TO MATCH FORM COURSE HEIGHT. REWARD WALL SYSTEMS, INC FOOTING DETAIL �� 411'mv1sws. I -JOISTS (PERPENDICULAR TO WALL) e WALL SYNTEMB• OUWu,NtlwW 6Ynl-IF➢I . 03101/2813 1 MW rem.: ax-sn-,sn Build Different Build Better.'" Wcbsitr.wwwlcwudwllsmm • ® WALL 6YBTEMG Fu. lYY591-0A'fl Tullnz: lamlwaul 09107f2003 1 Build Different. Build Better.^' WrIslts: www mw➢dwalls one 0510112001 t'=1'-0' uaaMY11Y]Yltl➢fQS OI.eYI.LYIIYY(.�.. YL..eY.YYN Yd ®.'""'m"'�""'�.'v'm"..Y. "",.'1` DETAIL NO: I-23 REINFORCING AS REQUIRED 4.-0. NOTES., 1. RUN MAY VARY DEPENDING ON SITE CONDITIONS AND LOCAL BUILDING CODE REQUIREMENTS. 2. MAINTAIN 16' FOOTING STEP HEIGHT TO MATCH FORM COURSE HEIGHT. REB4R DESIGN AND PLACEMENT AS REQUIRED 15 -MINUTE THERMAL BARRIER 'EDGER BOARD WITH 4NCHOR BOLTS AS REQUIRED SECOND POUR 1 FIRST POUR REWARD WALL SYSTEMS, INC c"W�eNm ml]TIm' STEPPED FOOTING DETAIL �� PF , -c aE.59L.Tnl I -JOISTS (PERPENDICULAR TO WALL) e WALL SYNTEMB• TOIIFF,.���1 MVCP1 . 03101/2813 1 ImA7T2m1 1"=1•A• Build Different Build Better.'" Wcbsitr.wwwlcwudwllsmm 07-24-05 DETAIL N0: I-24 REB4R DESIGN AND PLACEMENT AS REQUIRED 15 -MINUTE THERMAL BARRIER 'EDGER BOARD WITH 4NCHOR BOLTS AS REQUIRED SECOND POUR 1 FIRST POUR RER4R DESIGN AND PLACEMENT AS REQUIRED TE THE !illi:•;ANCHOR BOLTS AS REQUIREJ LEDGE :04RD iWITH SECOND POUR WOOD 1-101ST eSi FIRST •YUR EXTERIOR FINISH .I�= HANGER BLOCKING I ELS AS REQUIRED JOIST REWARD WALL EMs, INC LEDGER BOARD WITH WOOD i,klffiN� Nl s„ I -JOISTS (PARALLEL TO WALL) � auto No • Fu. b15R-Pm WALL HY/TEMO T.11r.. IJm ,Dn Build Different Build Better. as We6de:wwwsaisrhnlh.mm REWARD WALL SYSTEMS, INC LEDGER BOARD WITH WOOD �� glssmamnsmtl amW.,Nm U127me I -JOISTS (PERPENDICULAR TO WALL) cii Ph— a}m:ron @emY.➢..®Y�.e� asoYa.wm Yad.. �,.0•..I.I.OY�w..,.{ u•.aorYc Y M ➢ a➢Y /I"Y1R elM .MR I l� • WALLA Pu:abmb]9fB Tall F,e HalalAlN ' 07-24-05 IIuildDiffemnt.BuildBetter.- w6sas—on-ud59db.anm 05morml 1.= T_0' ��-�➢ ���➢oY�.�Y... Y"..Y DETAIL NO: 1-29 RER4R DESIGN AND PLACEMENT AS REQUIRED TE THE !illi:•;ANCHOR BOLTS AS REQUIREJ LEDGE :04RD iWITH SECOND POUR WOOD 1-101ST eSi FIRST •YUR EXTERIOR FINISH .I�= HANGER BLOCKING I ELS AS REQUIRED JOIST REWARD WALL EMs, INC LEDGER BOARD WITH WOOD i,klffiN� Nl s„ I -JOISTS (PARALLEL TO WALL) � auto No • Fu. b15R-Pm WALL HY/TEMO T.11r.. IJm ,Dn Build Different Build Better. as We6de:wwwsaisrhnlh.mm ' 0910112003 t Mz- 115101Y1001 1'=1'-0• ,.,�.a,�..,.➢➢,..➢F.•..a•Y.®.�.Y.� cii @emY.➢..®Y�.e� asoYa.wm Yad.. �,.0•..I.I.OY�w..,.{ u•.aorYc Y M ➢ a➢Y /I"Y1R elM .MR I l� DETAIL NO: 1-30 07-24-05 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. A"clo nce of these drawings does not authorize the nght to build without the authoomt... of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Deparsmenui, DEC, FEMA, en:. Verify all conditions, codes, and requirements with such agencies poor to construction. ECK Chit er. SCAM 1/4-- V-0" cii 06-21-05 aLN 07-24-05 09-09-05 SHM r - REWARD WALL SYSTEM NOTES 511m Nc 7OF20 9' IFOR1 OR 11' iFOR 11' i, 0 13' a :ONCREM IUKw .p6r A T ID011MVS CUT CESN.N. LOG s z His ,wcx m Trs) N! AwclKw Towla- IA'SEAT AVLYpR ]iMNE). WIO PR£-Dx4LID lal[S AAG.tlrr BOLT Axr/NAe rvBBFi x6Tutm. RL`EW�F413593 44�'*LWALL SYSTEMS, REWARD WALLYT (FORM law ® 1111 AUffigEMS,INC Unl=.W8, 9127-lil WALL TRANSITION �� ♦ • e WALL SYBTEMH o.. 02 592-M Too. esaw6smu asminlw9 t Build Different Build Better,, Wdmi'c: ww =2ulw2R6cnm 001/2002 1-1/2-1-W eFK iYIYYI�YIMFI Oi FLL MFYK p16 FK� DETAIL NO: 1-31 MF'YF�YIeKI�rP6 LEAVE SITE BEFORE CUTTING BEAM POCKET. 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WThriu. www.n:swd"]u-em 0111IDO 12 06101=02 un KKa e"wFFKxv YKI Yzv IYK DETAIL NO: 1-32 REWARD (FORMS REWARD ICFLC ICFLC—W -CONNECTIONS AND SPACING AS REQUIRED BY DESIGN WOOD LEDGER INSTALLA77ON AND SPACING BY DESIGN 1N EXTERIOR FINISH REBAR DESIGN AND PLACEMENT AS REQUIRED 15—MINUTE THERMAL BARRIER ICF EMBEDDED JOIST HANGER WOOD JOIST -DOWELS AS REQUIRED ' -TEMPORARY LEDGER TO SUPPORT JOIST HANGER UNTIL EMBEDDED IN CONCRETE -15—MINUTE THERMAL BARRIER REWARD WALL SYSTEMS, INC ICF SIMPSON STRONG -TIE PIWAM. li;hALL °15s" amx"`n nm,65 Nleut. uni-IWIP ,01.519-701, LEDGER CONNECTOR SYBTEMH r.r aa59a7M Tann, I&IelA�6w1 00101 W'IuW. www.mvwardW.Ih.mm Build Different. Build Better."' Websim.www.mmaldwalb.cma 06101=02 112'=VIT lilt®vsild� @t•FnIFWm KKYF[LInOI MF9 YYFFLfeF{K DETAIL NO: 1-33 alle.c Kn FY1YLYYWOI YLFYFYrKF LEAVE SITE BEFORE CUTTING BEAM POCKET. I-07 Fa1WYYYYIv]AIKMIe6 EXTERIOR FINISH REBAR DESIGN AND PLACEMENT AS REQUIRED 15—MINUTE THERMAL BARRIER ICF EMBEDDED JOIST HANGER WOOD JOIST -DOWELS AS REQUIRED ' -TEMPORARY LEDGER TO SUPPORT JOIST HANGER UNTIL EMBEDDED IN CONCRETE -15—MINUTE THERMAL BARRIER EMBEDDED ICF JOIST HANGER WITH JOISTS 05(01201 I 1•=P-0• DETAIL N0: 1 1-35 RE OPTION 1. ® IIISSVUY„NSwIpi 411Nd ffig] qllihALL 6s,ee691 P• III CONCRETE. MAKE SURE CONCRETE (LOWS SYBTEMH Taura� Iamllue vel 1F Build Different. Build Better. To W'IuW. www.mvwardW.Ih.mm Q i VIYOYteN.lm YYIRVII1CYq K.pIFIYMI lqf eKFKaFEKr IIY11YR YNlel �NIKI FnwQ l.el,Ol flwlYlK �,w6 eeW KVI.KIY�YFIeY OIF YIaflF6K EMBEDDED ICF JOIST HANGER WITH JOISTS 05(01201 I 1•=P-0• DETAIL N0: 1 1-35 RE OPTION 1. ® MARK BEAM LOCATION ON WALL AND BEAM POCKET BLOCK—OUT BEAM HOLE BEFORE PLACING III CONCRETE. MAKE SURE CONCRETE (LOWS ;s,�REWAW. UNDER BLOCK—OUT. REMOVE BLOCK—OUT. OPTION 2. MARK BEAM LOCATION ON WALL BEFORE h 0159 Tanrn<. bWq-16Y4)N PLACING CONCRETE. POUR CONCRETE. CUT 1 A BEAM POCKET OUT OF FRESH CONCRETE WehslB: www iwFdwslls.mm WITHIN I HOUR OF CONCRETE POUR. DO NOT l vuol�."� wlFem°stm�`v'vlm K:vu'v uFu."`olr`"�iv a�:F,..s LEAVE SITE BEFORE CUTTING BEAM POCKET. • • 2X SEARING PLATE WITH ANCHOR BOLTS GST INTO FORM CELLS OR RATED CONNECTORS EMBEDDED IN CONCRETE PER CODE AND DESIGN 7/7A END FRAMING MEMBER FASCLA ,FORMS NOT NR CONTACT TREATED ITTH CONCRETER WOOD REWARD WALL SYSTEMS, INC BEAM POCKET Onuh,, -I WI Wb02.2-593-m P III F l@593199 ;s,�REWAW. Nand. Hill 1 UnWy : na,e-I31IM1 Rwe: M-59E1aT ➢ulld Different. Build Better." WALL SYSTEMS h 0159 Tanrn<. bWq-16Y4)N 091012003 1 Build Different Build Better. w' WehslB: www iwFdwslls.mm 00112 02 1n'=1'-0' vuol�."� wlFem°stm�`v'vlm K:vu'v uFu."`olr`"�iv a�:F,..s DETAIL 020: I-07 Fa1WYYYYIv]AIKMIe6 • • 2X SEARING PLATE WITH ANCHOR BOLTS GST INTO FORM CELLS OR RATED CONNECTORS EMBEDDED IN CONCRETE PER CODE AND DESIGN 7/7A END FRAMING MEMBER FASCLA ,FORMS NOT NR CONTACT TREATED ITTH CONCRETER WOOD FORM TO AFTER INSTALL WOOD BLOCKING OR PLYWOOD BACKING TO CONCRETE WITH CONCRETE FASTNERS REWARD WALL SNSOmffi EMR, INC GABLE ROOF FRAMING Onuh,, -I WI Wb02.2-593-m P ,I Is l7 F l@593199 O WALL SYAB1T Om Ne 63137.101 r— I0a593.NT1 ➢ulld Different. Build Better." e S a WALL SYBTEMH In: 03593/90 Taunt t-0 WLH`k 08101=3 1 Build DifferenLBuild Better.nl Wehala.w nwudwaua.eom ON112002 Nil, =1,4r eramim°0aiw.m vnvm vav'�F°1iwiai°�ia�IF�i "aF'ras�as DETAIL 020: I-54 ID'6 KKIlww1K'I/YK,w i4�'YrKrY16 FORM TO AFTER INSTALL WOOD BLOCKING OR PLYWOOD BACKING TO CONCRETE WITH CONCRETE FASTNERS MODERATE HANGING LOAD DETAIL 05MI12001 1 1' = V 0' DETAIL N0: 1 1-60 OF FORM TO LOCATIONS WEDGE ANCHOR, OR EMBEDDED HEAVY HANGING LOAD DETAIL DETAIL NO: 1 1-61 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these dmwings does not aulhonze the right to build without the authonuoon of tocol governing agencies, such as Suffolk County Dept. of fic0th Services, Town Building Departments, DEC, FEMA, etc. Verify all condmons, codes, and requoements with such egenc¢s prior to consBnction ,IISSNd A)IIiSW] ® Onuh,, -I WI Wb02.2-593-m P 1�EWM�H\) F l@593199 O WALL SYAB1T Te1FKI-Ima,aadSM ➢ulld Different. Build Better." W.1ofte www.awardwalls.mm Y F MMi@YIiY !@} OLKYIFEY3 Y I@�Fei RlwA fIYL Fl1KFCi".1Olif6 YN ld .011O�K eMFEWK'a�ra•IYfO.1�� PFLM OaF.CYlIA1MO1M1 �•Ml111F4K MODERATE HANGING LOAD DETAIL 05MI12001 1 1' = V 0' DETAIL N0: 1 1-60 OF FORM TO LOCATIONS WEDGE ANCHOR, OR EMBEDDED HEAVY HANGING LOAD DETAIL DETAIL NO: 1 1-61 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these dmwings does not aulhonze the right to build without the authonuoon of tocol governing agencies, such as Suffolk County Dept. of fic0th Services, Town Building Departments, DEC, FEMA, etc. Verify all condmons, codes, and requoements with such egenc¢s prior to consBnction (IIS 's'— ®Or nmJy 11M4. U127IM1 I^F...59931m) 925925V7 • ru Im59,-Npr WALL SYBTEMH Build Different. Build Bftc "' WeAhe. www.nwmdwdhcam YUFmmoa>.Ilwem aFdYl"MimYlYrr "s vow Yis Fu �rvii Known s�iaYV Yv'�'Yzvlvi'Fa' KrK MODERATE HANGING LOAD DETAIL 05MI12001 1 1' = V 0' DETAIL N0: 1 1-60 OF FORM TO LOCATIONS WEDGE ANCHOR, OR EMBEDDED HEAVY HANGING LOAD DETAIL DETAIL NO: 1 1-61 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these dmwings does not aulhonze the right to build without the authonuoon of tocol governing agencies, such as Suffolk County Dept. of fic0th Services, Town Building Departments, DEC, FEMA, etc. Verify all condmons, codes, and requoements with such egenc¢s prior to consBnction stiEIT No: 8OF20 DEEq�o9,F ilc ul '4 cc ED 2 FO,o1 072 � 0 HOFE W U r Qxz O 1� O � a O F Y 0 A Q N o 9 Q oZ® — � PRSIECr NO: 671-2005 oNAwN ar BDK mIrDNEn v: 1E' 1/4"= 1'-0' GlE 06-21-05 RIM. 07-24-05 09-09-05 SHM 7111£: REWARD WALL SYSTEM NOTES stiEIT No: 8OF20 CA WINWW OPEN/NG 5 SIpWN 9R A DOER 01^LNINC 6 TRAIPm K! A SYIIIAR Il1aVIER. 2)1AIERAL WALL nagsa; ANO WINDOW nuesc SLPPoWr trEAIRERS ARE STADWN f0R aLUS'Ift1)KN' WLY. ACIML BRApNO ANO SUP r LDNF/DURAn2/N svL D o Mrs s m pr oeiw2B2x nIE mwA-,��NIN� sg a © CNe31/LLY L"G ANO !AY -our /HE OPENM/G ov im FORM MIFRWL AT T "WEi ![?CATKIN. ® CONSIMKT WE WINDOW RLC/f AS /LL161R.AIED (C TR6 M LUMSM 5 RLLONNOILwD DI? OF SI RN ' /NM'-60WE0. CROWNED. OR iWY51E0 MIERLAL. AD TMT INE MITOY OF INE WINDOW WLLK 6 CONSIRIMIED OF IWD MEa•FRS ID ALLOW A UNMRAW211D 1) MCH GAP. THIS GAP WlLL ALLOW W FORMS R ow TW WINDOW D IO BE FILLm WOH LVWCREIE pl= MSTALL TILE WINDOW nK fltAa2MG PRiDWDE ANC2pR BOLLS OR OINW YFMIS l0 AOEWMTELY AI.0. IHE .1 irucx I0 IHE IYMCREIE AND STACK ME FARMS W AND ANOUNO RIE OLCK. AN➢ 59LMR£ OIE WMIODW avix AND PRJNQE )ELPDNNTI WPiWTr AND &ocai C LLEIIB£I6 AS W01MXD BY OP [W SBE ANO CMiCfi TE LOM. CORNER 005csMi OR OIFIER YEANS W N4N MviQ SYNARLNfSS SHDULO RE M,1viA V£RI.GL AND NORIZOMAL WAIL OPEMNIG SLPICRIS RELCWNENDLU ElERr 2 10 J i£Er. ®AW WALL LNALMG ID n/E noa ow O4?4N4 M K TIE W4L FMNS 5/RAKA/! AND /YUMfI 0 THE FWLY LDG6 AOWCENr r0 naE "INWw inuix MY DE SE1LtD niw DUGr to W A1910 as— MNX SE W WRMD IIIE FO.RAI Fl W M, DCEi4 AFTER THE LKMICWEIE hA5 WR% ALL IEaIPoRARY SUPFRRr MD LIRACINO YEYBflS C M REYO9ID. V—BUCK iFORM REINFORCING AS REQUIRED iFORM /—BUCK V—BRACES, FRONT AND BACK. ATTACH WITH SELF—TAPPING PAN SCREWS VERTICAL AND HORIZONTAL BRACES EVERY 2'-0' ON CENTER. SECTION nnwA0.WmuM wA, uL-5srnX-sramn,m: WALL OPENING IIISSnS 411111NALL liw:44099-7077 el a�Op o SYSTEMS fu: 401-592-Ww rnP- 1-ra16841it ME1101 RAM. IXEMOsivIiEk 0910112003 1 Build Different. Build Better. N Wehv¢: www.mwaldwalls.coto 0010111002 90'=1,0' IPM O7<S RYfiY MY0el:nIYrVO�W "EPL��ed Yt•'YMWY .O!Mt IDIS EC DETAIL NO: 1-62 m1e EYnK W aWa:Mawv aa� YSPKPaa: -. V—BUCK iFORM REINFORCING AS REQUIRED iFORM /—BUCK V—BRACES, FRONT AND BACK. ATTACH WITH SELF—TAPPING PAN SCREWS VERTICAL AND HORIZONTAL BRACES EVERY 2'-0' ON CENTER. SECTION IREWARD WALL SYSTEMS, INC Form CORNER SQUARE mssalEe7s�swa ° 14 e DOWEL DETAIL WAMW. 9o-512-7 11 L SYSTEMS • I'ollpeelab59L � t — To WebsiW: www.rewardwalh.com 11 1111103 1— 112'=1'{Y Q IOYl'IY]YIRALLn6a,aa YI,Y[Y6 Yseasy ",iaaaa fWLf Y1... ""fp �•a�..on PWaLmwwaarYaWi OEaa W[q a DETAIL NO: 1-79 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES. LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings docs not authorrm the right to build without the authonwuon oflocal governing agencies, such as Suffolk County Dep- offleallh Services, Town Building Deparhueots, DEC, FEMA, etc Verify all conditions, codes, and requ reinents with such agencies prior to construction. MGINPFA'S SE -4 -� 9'� REWARD WALL SYSTEMS, INC V -BUCK DETAIL 11155ooha7WSwa UWAM. 414ihALL AUN,Nin M121 -I601 Plr¢. 02 592 -LILT el a�Op SYSTEMS rm 102-592-7969 TOIL Pine: LXU]-0nNNM 0910112003 I"ay2 05AII2001 1'=1'-0' Build Different. Build Better. as Wcbsileww aila ldwalls.eoin a "'" DETAIL NO: 1-63 Y9Yf HY]RCnWRYYYIOIY/.IY WMIrM2 -. IREWARD WALL SYSTEMS, INC Form CORNER SQUARE mssalEe7s�swa ° 14 e DOWEL DETAIL WAMW. 9o-512-7 11 L SYSTEMS • I'ollpeelab59L � t — To WebsiW: www.rewardwalh.com 11 1111103 1— 112'=1'{Y Q IOYl'IY]YIRALLn6a,aa YI,Y[Y6 Yseasy ",iaaaa fWLf Y1... ""fp �•a�..on PWaLmwwaarYaWi OEaa W[q a DETAIL NO: 1-79 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES. LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings docs not authorrm the right to build without the authonwuon oflocal governing agencies, such as Suffolk County Dep- offleallh Services, Town Building Deparhueots, DEC, FEMA, etc Verify all conditions, codes, and requ reinents with such agencies prior to construction. MGINPFA'S SE -4 -� 9'� "hF��Dj,.DeEq i w el a�Op w 072 gOFES W V uQ�z � O u O n� 1� PLO o s oy f7 g ca $= oo o ILI o d W gR`s p`A� PRWFLT No; 871-2005 OMWN BY BDK cHEcwm Wr: srAtE 1/4"= 1' -0 - mm 06-21-05 WEN 07-24-05 09-09-05 SWEET LIRE: REWARD WALL SYSTEM NOTES Siam No- 9OF20 FRONT ELEVATION D n �IIriII1 IIlYjl lLli"ll II�UI, lin IILI Il�l�l�llill��i�lil_Ill�lil,i�1I11�IliLII�IIIL III it ffl ll ILILII LIII IIJIJI11ILI 0 EJ n IIII II Illi II�L 1 ILEI til- �I IIIILI1111It II I11)J ILMIII 0II`,IIILL LEFT ELEVATION 11, II It I 11 IIILIL It IJII II II II ILII it ILILILILI III IIIIIL ILIJII IIIIII LIIJI_II II II ILI LJI LII IL II!LLI Illl 11 ILILILLLI -I LI ILI LU1 LU_ II I I IL II I II III I IL ILIJ II It I LI_lLll Il ll I, [111II II-ILI111_11II II-111LII_11II II !I ILII,�IJ © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these dmwmgs time not euthoriu the right to build without the uuthoni tion of local govemmg agencies, such ae Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. :wura"�>t:n 1/4"= 1'-0" DAM. 06-21-05 RM 07-24-05 09-09-05 slf r rote ELEVATIONS •E..!=an �a 10 OF 20 tda _I z a "c e A �b qq afF can �ECT Pan 871-2005 listens m: BDK :wura"�>t:n 1/4"= 1'-0" DAM. 06-21-05 RM 07-24-05 09-09-05 slf r rote ELEVATIONS •E..!=an �a 10 OF 20 REAR ELEVATION PLUMBING RISER DIAGRAM (NO SCALE) NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG WITH THE PLUMBING CODE OF NEW YORK STATE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE two A 1111;Ili�liilllluil,11 L111l'1111`I``LI ' Iillilu 11}lililLllll lfi ,a..., -,. l ,. ..rrr-Ii11i1iiMiuJJLfLiJj'�IHiliiiiilli' ,,, ,.,.,Ir1' ® ®n1IIIIII1IIII'11111l11111u11 T1111IIIIIIll11l11liHIllLlll lliilLlIll lill®�l 111111- [LII IIililillj ®�li ~� 111111 111111 ILII IIJI IJ ILII II II lul a ILII ILII II II II 111111 111111 II II II II II I I yl IJ I I II j 1H I_IlllI 11 ll III 1111_1 11 I Lll I I I I Il l 11 11 LLII-WTJI_II I L E: E: Fuvu II_uuIlLLlI ll ll ll -II IIItl II IIIIILILI�IIJIII I1II III II nu a ul u III II II I I II II I I II 111111 111111 1111 iI II lI �I Luu1 11 It I I II 1111 11 1111 11 1 IIIJIIIHTIL11_ILIULIIlu111_:IIIIIIWII_W1ll1111 i LJ ii�tJlJulll-IIIIIIl11111uii iiut ^ n,ln�rir - ,,-,,.,,,; ;i; ILIlI111111111�!ILII,IItL1l�IIL1111111,1II1115411111111IJ,l1I,I IIIl11IIlil 111111111, g1VIII,J-,lI,111II11,l1JIJIIII1 LL11IJL 111, 1111111J1�j11111�!11 �l,Il JL�l, p��l H RIGHT ELEVATION © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, T.C. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM T"1 SE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not au0mrize the right to build without the authorimhon of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Depamuean, DEC, FEMA, e¢. Verify all conditions, codes, and requirements with such agencies prior to construction. WINDOW AND DOOR SCHEDULE WINDOW MEETS OR EXCEEDS NYS CODE FOR EGRESS ITEM # WINDOW OR DOOR MANUFACTURE UNIT NO. CLEAR OPG. SQJ CLEAR OPENING IN FULL OPEN POSITION CRACK OPENING VENT WIDTH HEIGHT GLASS VENT SASH ONLY SQ/FT. INCHES INCHES SQ/FT. LINEAL FT. TOP OF SUBFLOOR TO TOP OF INSIDE SILL STOP INCHES OVERALL UNIT AREA SQ/FT. NO 1 ANDERSEN 2 ' 1 is—I' NO 2 ANDERSEN 25j' 22 15'-1' 32' 1087 1 YES 3 ANDERSEN 3 2 1i-9' 2 ' YES 4 ANDERSEN 3' 2 1 —1' 2'16.95 NO 5 ANDERSEN 31 a 11'—C YES 6 THERMA TRU 12/30/1280 36' 15.0 NA NA YES 7 THERMA TRU 2868 32' 14.0 NA NA 35.14 YES 8 THERMA TRU 72' 98' NA NA 50.36 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, T.C. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM T"1 SE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not au0mrize the right to build without the authorimhon of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Depamuean, DEC, FEMA, e¢. Verify all conditions, codes, and requirements with such agencies prior to construction. cHMMI) ar 1/4"= 1'-0' core 06-21-05 uv 07-24-05 09-09-05 stt¢r alta ELEVATIONS PLUMBING SCHEMATIC/ WINDOW SCHEDULE sum uo: 11 OF 20 � w `gMa a 871-2005 maww er: BDK cHMMI) ar 1/4"= 1'-0' core 06-21-05 uv 07-24-05 09-09-05 stt¢r alta ELEVATIONS PLUMBING SCHEMATIC/ WINDOW SCHEDULE sum uo: 11 OF 20 &B ALO WINDOW WELL (MIN. OF 36' PROJECTION AND WIDTH) IF W IS DEEPER THMN 44" PRQWOE A (ADDER UDDERS OR RUNGS SHALL HAVE M INSIDE WIDTH OF 12• AND ALL WINDOWS ARE TO PROJECT MIN. OF 3' FROM THE BE SET IN THE V -BUCK WALL WITH RUNGS SPACE <18' SSIEM. flASBMW WINDOW HEADERS ME TO BE (2)/6 REBM SPACED 12' WITH #3 STIRRUPS AT 9.. PROVIDE AWMINUM GRATE S to se 4 r. 3' -0 - FICA AREA WELL DETAILS W140 x 2) 99- LVL GIRDER SYSTEM TVA' DIA STEEL COLUMN 4" CONIC. SLAB 24'x12* GONG. FTG. H REBAR REINFORCE- MENT WITH 4(4)05 REBAR E.W. COLUMN FOOTING DETAILS 6'-8" x 4'-6' x V-0' CHIMNEY CONIC, FTG, WITH REBAR REINFORCEMENT (4)05 REBAR LW. AND #5 REB4R 1'-0"oc. S.W. CHIMNEY FOOTING DETAILS WINDOWS TO BE SET AT e'-0' AFF. SILLS OF WINDOWS TO BE MAXIMUM OF 44' AFF. WINDOWS TOT AT 8'_G' APF. SILLS OF WINDOW TO BE MMIMUM OF 44" AIF. NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 STIRRUPS 0 4"oc. NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS — — — — — I N I tL S�• a OV I ��'� m m 2' rT A CONC. 2• 6x6 ACO WINDOW WELL ---------J — — — — — SLAB J L-- _ (MIN. OF 38" PROJECTION T- MD WIDTH) IF WELL Is DEEPER THAN HOSEI UDDERS ORORUNGS SSHAL�BBB L FWyE M INSIDE WIDTH OF 12" MO PROTECT MIN OF 3' FROM THE WALL WITH RUNGS SPACE <18' (SEE DEAL) I, R PRALUMINON GRAZE TO REST ON TOP MEA WELL (PROVIDE SKIM S TOPS AROUND THE PERIMETER I 1INSURE GRATE DOES NOTT SLOE AND FALL INTO NI• MU ma). I I. T-1 �". `W. 8" CIA CONIC. FILLED SONIA TUBE PIER (MIN. 4'-0" BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOIL (INSURE SOIL BEARING CAPACITY) EACH COLUMN TO HAVE (1) #5 VERTICAL REBAR. PROVIDE 4x4 POST ANCHOR AT BASE OF 4x4 POST AND POST TO GIRDER ANCHOR AT TOP OF POST. PROVIDE ALUMINUM GRATE TO REST ON TOP OF MEA WELL (PROVIDE STOPS AROUND THE PERIMETER TO INSURE GRATE DOES NOT SLIDE AND FALL INTO AREA WELL). I I I �I I I 616 AGO WINDOW WELL (MIN. OF ]e' PROTECTION MD WID H7 IF WELL IS DEEPER (HMI" 44' PROVIDE A UDOER 1^1. UDDERS OR RUNGS SRALL HAVE "2 M INSIDE WIDTH OF 12' AND o0 PROJECT MIN. OF 3' FROM THE WALL WITH RUNGS SPACE <18• I (SEE DUAL) I I A I I I I � I in HOSE BIBB I L------- ----- 8" DIA GONG. FILLED SONIA TUBE PIER (MIN. 4'-0' BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOIL EACH(INSURE BEARING COLUMN TO HAVE (1) #5 VERTICAL REBAR. PROVIDE 4x4 POST ANCHOR AT BASE OF / 4x4 POST AND POST TO GIRDER ANCHOR AT TOP OF POST. N — — — x�---- — — — —x — — — — — — — EAW " DRO POCKET 0 AT10N •„I WASE F yg FOR a 3080 DOOR o 3)4' DIA STEEL COLUMN .`�.. m ONJ •i� 2'-0 x 2'-0' x 1'-0' I (2) W140 x 9YL” GONG FTG (TYP.) TUBO I E W140 x 9)4" - 16" oc. n DRAIN WI40 x 9XL" - 16" ac. (2) W140 x BY," x I I I L.7 J (2) W140 x 9YL" G � (2) W140 x 9YL" I yB "$ I O7 °n& U I n 5�"�10•_5" I W140 x 9)¢" - 16" OC. W140 x 9h" - 16" oc. 2' I r (211-3/4". 9-1/2' LVL FWSH GIRDER LI J I I I (2) W140 x 9)¢" mW � m i�l 01$ ¢ 3V DIA STEEL COLUMN'� $I 3YDIA STEEL COLUMN ON 2'-0' x 2'-0 x V-0' � I. �'' w 2'-0• x Z-0 x 1'-0 CONIC. FTG (TYP.) GONG. FTG (TYP.) I (2) 1-3/4'x 9-1/2' LVL FIDSH GIRDER- ff 2) 1-3/4'x 9-1/2' LK RUSH GIRDER CILo. RJ I WITH (1) XA' STEEL FLITCH PUTE N R__I BASEMENT I ' JI 2 1-] 4•x 9-1/2* LVL RUSH ORDER L J L—J I I W140 x 9Y2' - 16" oc. W140 x 91¢" - 16" oc. JJI I n' - - 2' LVL RllSH MMER �I_. I''ww FURNACE AREA v1 p ® I PROVIDE MIN. OF I 100 SF. 5/6' '� I FIRE RATED N 6 SHEET ROCK 3W DIA STEEL COLUMN 8 T c ABOVE FURNACE ON I 2'-0' x 2'-0' x 1'-0' m' `J MASONRY FIRTH - SIEPLICE to VERIFY HEARZE CONIC. FTG (TYP.) _ AND HEIGHT WITH OWNER. r'� E' CONFORM TO NYS CODE VERIFY ALL DIMENSIONS AND CLEARANCE AS PEA L J I NYS COD 2 9-1 2' LVL RJUSH ORDER N PRQVIOE 011190E AIR •S�¢ AS PER NYSE. CODE I I II ,,NJ 4 2'- 8 PROVIDE SUPPORT FOR -av J.p HEARTH FRIAIINC M T: Irz 2' REQUIRED. Cll" I W140 x 91§" - 16" oc. W140 x 912" - 16" oc. L---- —•------- TICKET' ------- — --------J N N NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 !STIRRUPS 0 4"oc. NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS (HOSE BIBB METAL MUWALL Ir�I WINDOWS TO BES l AT W_G AFF. I I I I I I 8 I I I I I I I I I I I I I I I I I I I I I I I I I I NI uErAL MFAwALL WINDOWS TO BE .S �I AT B'-0• A F I I I A I HOSE BIBB I FOUNDATION PLAN ACO POST ALL 12" HEADERS ARE TO BE (2) #6 REBAR WITH #3 STIRUPS 6"0c. (SEE DETAIL) NOTE: PROVIDE MIN. }'2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS VINYL RAIL SYSTEM MUDROOM 4x4 ACO POSE WRAPPED WITH tx AZEK 4i TREX DECKING h' ANCHOR BOLTS FLASHIN -i6 oc GRADE BASEMENT STAIRWELL REAR PORCH DETAIL / TYPICAL PORCH CONSTRUCTION GRADE STAIRS BASEMENT 4' GONG. SLAB AT BASE OF EXTERIOR STAIRS. 3 w24'2' CONIC. FTG. pq WITH REBAR REINFORCE - MIT TO BE MAINTAINED Inas a AT 3'-0" BELOW FINAL i GRADE LL (4)05 REBAR L.W. AND #5 REBAR 2'-0".. S.W. WITH #5 VERTICAL REBAR O 4'-O" EXTERIOR STAIR DETAIL NOTE: FLOOR JOISTS ARE TO BE SOUD BLOCKED 48" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) ANCHOR BOLTS ARE TO BE LOCATED 0 2'-0" oc. ANCHOR BOLTS ARE TO BE LOCATED AT EACH CORNER AND INTERSECTING WALL. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not aulhonm the right in build without the authommton of local governing agencies, such m Suffolk County Dept. of Health Semites, Town Building DepaG ncroa, DEC, FEMA, e¢. Verify all conditions, codes, and requirements with such agencies prior to construction VC' PHI a c o m N to FOUNDATION PLAN ACO POST ALL 12" HEADERS ARE TO BE (2) #6 REBAR WITH #3 STIRUPS 6"0c. (SEE DETAIL) NOTE: PROVIDE MIN. }'2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS VINYL RAIL SYSTEM MUDROOM 4x4 ACO POSE WRAPPED WITH tx AZEK 4i TREX DECKING h' ANCHOR BOLTS FLASHIN -i6 oc GRADE BASEMENT STAIRWELL REAR PORCH DETAIL / TYPICAL PORCH CONSTRUCTION GRADE STAIRS BASEMENT 4' GONG. SLAB AT BASE OF EXTERIOR STAIRS. 3 w24'2' CONIC. FTG. pq WITH REBAR REINFORCE - MIT TO BE MAINTAINED Inas a AT 3'-0" BELOW FINAL i GRADE LL (4)05 REBAR L.W. AND #5 REBAR 2'-0".. S.W. WITH #5 VERTICAL REBAR O 4'-O" EXTERIOR STAIR DETAIL NOTE: FLOOR JOISTS ARE TO BE SOUD BLOCKED 48" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) ANCHOR BOLTS ARE TO BE LOCATED 0 2'-0" oc. ANCHOR BOLTS ARE TO BE LOCATED AT EACH CORNER AND INTERSECTING WALL. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not aulhonm the right in build without the authommton of local governing agencies, such m Suffolk County Dept. of Health Semites, Town Building DepaG ncroa, DEC, FEMA, e¢. Verify all conditions, codes, and requirements with such agencies prior to construction VC' 871-2005 quwN RY: BDK CHECIQD BY: 9 1/4"_ 1,_0„ QA1E OB -21-O5 07-24-05 OB -09-05 SHEET TIIIE FOUNDATION PLAN SHEIT T ND 12 OF 20 PHI a to E .IN O7 °n& U 871-2005 quwN RY: BDK CHECIQD BY: 9 1/4"_ 1,_0„ QA1E OB -21-O5 07-24-05 OB -09-05 SHEET TIIIE FOUNDATION PLAN SHEIT T ND 12 OF 20 NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 STIRRUPS 0 4"oc. NOTE: VERIFY LOCATION OF ALL HOSE BIBBS WITH PLUMBER NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS ME ERsm 3"W moiLRSm W52 - 1 NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 STIRRUPS 0 4"oc. NOTE: VERIFY LOCATION OF ALL HOSE BIBBS WITH PLUMBER NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR M- CASING. FIRST FLOOR WINDOWS ARE TO BE SET AT 8'-0" NOTE: ALL INTERIOR HEADERS ARE TO BE (1)3Vi"xSX" GLUELAM BEAM UNLESS 2' 4 MOD ' � AIiOmsm 3052• 3052• —VINYL HANDRAIL SYSTEM 4x4 ACQ POST WRAPPED WITH — 1x AZEK FIRST FLOOR PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR %" CASING. FIRST FLOOR WINDOWS ARE TO BE SET AT 8'-0" NOTE: ALL INTERIOR HEADERS ARE TO BE (1)3V2"x9)h" GLUELAM BEAM UNLESS OTHERWISE NOTED. NOTE: PROVIDE MIN. X" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS NOTES: 4x4 ACO POST WRAPPED WITH ���._— —,�� 1x AZEK 11 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. HANDRAIL SYSTEM NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR Vz' CASING. FIRST FLOOR WINDOWS ARE TO BE SET AT 8'-0" NOTE: ALL INTERIOR HEADERS ARE TO BE (1)3$"x9k" STEP 4x4 ACO POST WRAPPED WITH ���._— —,�� 1x AZEK 11 -- TREXDECKING VINYL HANDRAIL SYSTEM 1"=RD 2neD n g G G 1 WDmm" I— �oz F�L gY F LO BATH MUDROOM 3� W140 x 11.5" — 16" oc. i�gz ao ��€ A m oLa KITCHEN PAN Y CLOSET AUNDRY F01 i W140 x 11>,5" — 16" oc. . /D W140 x 115" — 16" oc a zseo ASTE g DINING ZU PIPE g$ ROOM z "s o € o HVAC RENR i W140 x 11%" — 16" oc. CLOSET n W140 x 1'1 — 16" oc. a TUB eom T.O. _ _ 5Ma"x 25Y"SEMI—F1l1SH BEAM (1) 5Ya"xllq" —- 0 SM 6UM DUAL MPPM GIRDER N � G 14D �o L M a a �• 60 ry r� 0;0 0al ) � t � x, �^ G WAS GREAT 6 ROOM ' ' g.9 se ry J 051 51 > J� I a� NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. 1uW/mau/1UW uu• AHDmsm 3'WANolAsm 3052• 3052• T `�'i TREY DECKING STEP AN[ M5m 3"SII MDMSM 3D52• 3Ds2• —VINYL HANDRAIL SYSTEM 4x4 ACO POST WRAPPED WITH —lx AZEK FIRST FLOOR REFLECTIVE CEILING FRAMING PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR V2¢ CASING. FIRST FLOOR WINDOWS ARE TO BE SET AT 8'-0" NOTE: ALL INTERIOR HEADERS ARE TO BE (1)3VZ"x9)¢" GLUELAM BEAM UNLESS OTHERWISE NOTED. NOTE: PROVIDE MIN. )¢ SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) (4) 13'i x112,k" LVL GIRDER SYSTEM Y4 COX -7 Z BEAM DETAIL Iii xll%" LVL RUSH GIRDER �'" CDX ANCHOR BOLT l)44xYX2" LVL RUSH GIRDER � )4 COX NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. (D COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO SU)LD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the tight to build without We authonmhnn of local goveming agencies, such m Suffolk County Dept. of Neahh Services, Town Building DcpaHmenLv, DEC, FEMA, em Verifyull conditions, codes, and rcgmmmeots with such agencies Inner W conshucuon. f;vA1W74U11 gIMNM RI: 1/4"= 1'-0" aTE 06-21-05 IRv 07-24-05 09-09-05 mm RRC FIRST FLOOR PLAN/ FIRST FLOOR REFLECTIVE CEILING PLAN siiEU HO 13 OF 20 ���._— —,�� 11 -- BEAM DETAIL Iii xll%" LVL RUSH GIRDER �'" CDX ANCHOR BOLT l)44xYX2" LVL RUSH GIRDER � )4 COX NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. (D COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO SU)LD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the tight to build without We authonmhnn of local goveming agencies, such m Suffolk County Dept. of Neahh Services, Town Building DcpaHmenLv, DEC, FEMA, em Verifyull conditions, codes, and rcgmmmeots with such agencies Inner W conshucuon. f;vA1W74U11 gIMNM RI: 1/4"= 1'-0" aTE 06-21-05 IRv 07-24-05 09-09-05 mm RRC FIRST FLOOR PLAN/ FIRST FLOOR REFLECTIVE CEILING PLAN siiEU HO 13 OF 20 NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 STIRRUPS 0 4"oc. NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS in b. V_ NOTE: PROVIDE MIN. OF 5' ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR %- CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6-10" ANDERSEN 3046• ARE TO BE GLUELAM BI PRONDE 1HE THE FOLLOWING WINDOW CENIFRED IN THE CABLE END ABWE AT EO' AFF. ANDERSEN 3'sM ANDERSEN JaEc 3046• ANDERSEN 3016. ANDERSEN 3'SM ANDERSEN 30b• 3016• NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 STIRRUPS 0 4'0c. NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS PR DE WE THE FOLLOWING WINDOW CENTERED IN THE CARIE END ABODE AT BO' AFF. ANDERSEN 3'SAI MIDERSEN 3pM. JaE. ANDERSEN 3'SII ANDERSEN 30b• 3016• SECOND FLOOR PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR Ni- CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6-10" NOTE: PROVIDE MIN. )¢" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS —1 l 55' t NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE 13'-3• 2'-1' 2'-1' FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS � eCL. .i CL. o & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Qq u GUEST BEDROOM GUEST BEDROOM N 0 m CL i' CL 0 m � Sfa m 3 6 o 3 iu � PRWFLT ND: _ ;y 871-2005 /D t 10'-11 r /D HALL o n GIECI¢D ac M M t t'-9}' '-10• 0— I'-6• 3'-10• z 26M I u 1) �I �A� is L "• j7 I I I 266E 3'-6' BATH F/L r 3'. N ~ I I Wil CLOSETis S/0 ai sD o � _-1 --- - (2) 'e11.fi' LVL 9_USH BEAM --- - _b 21r 11 LVL SHE 'rTj' LIN 72•_1• I 3'-6i' LIN io —2. JS 30 DD GMSTR 1 'I F/LBATH 34, - 0,_. 1.6 RUMSFORD DRWP E DESIGN 1 MASTER BEDROOM i I 30'-2• ANDERSEN 3'SM ANDERSEN 30b• 3016• NOTE: ALL EXTERIOR 12" HEADERS ARE TO BE (2)#6 REBAR WITH #3 STIRRUPS 0 4'0c. NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS PR DE WE THE FOLLOWING WINDOW CENTERED IN THE CARIE END ABODE AT BO' AFF. ANDERSEN 3'SAI MIDERSEN 3pM. JaE. ANDERSEN 3'SII ANDERSEN 30b• 3016• SECOND FLOOR PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR Ni- CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6-10" NOTE: PROVIDE MIN. )¢" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS —1 l 55' t NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. NOTE: PROVIDE MIN. OF 5' ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 29" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6-10' ARE TO ANDERSEN ANDERSEN 3046• 30W ANDERSEN S9! NIDERSEN ANDERSEN 3"� ANDERSEN 3016. 3046. 301E• jD1E! SECOND FLOOR REFLECTIVE CEILING FRAMING PLAN NOTE: PROVIDE MIN. OF 5' ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 3Xe• CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6-10' ARE TO BE (1)2h"x9h- GLUELAM BEAM UNLESS NOTE: PROVIDE MIN. Y2' SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS * INDICATES THAT THIS UNIT IS PROVIDING E FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING ALL FLOOR JOISTS AND RAFTERS REQUIRED BY THE BUILDINGG CODE OF THE STATE OF NEW YORK,, W AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) O WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ✓-' NOTE: _ W ` L F EAST END DRAFTING &DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY A MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. /V1 p'r`I W B V1 j O O H rT C COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance 0f these dowriegs does not authorize the ngbt to build without the euDLoriwuon of local governing agencies, such ao Su(tolk Courtly Depl. of I IwIDI Services, Town Building Departnle0ts, DEQ FERM, elc Vcrify oll conditions, codes, end nquimmenls wl[h such agencies poor to constmedon. 1/4"= 1'-0" cam. 06-21-05 07-24-05 09-09-05 SHEET RILE SECOND FLOOR PLAN/ SECOND FLOOR REFLECTIVE CEILING PLAN SHEET NO: 14 OF 20 5'"1 - ti Qq u rn Sfa m 6 o ow iu � PRWFLT ND: ;y 871-2005 t DRAWN %: BDK GIECI¢D ac C COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance 0f these dowriegs does not authorize the ngbt to build without the euDLoriwuon of local governing agencies, such ao Su(tolk Courtly Depl. of I IwIDI Services, Town Building Departnle0ts, DEQ FERM, elc Vcrify oll conditions, codes, end nquimmenls wl[h such agencies poor to constmedon. 1/4"= 1'-0" cam. 06-21-05 07-24-05 09-09-05 SHEET RILE SECOND FLOOR PLAN/ SECOND FLOOR REFLECTIVE CEILING PLAN SHEET NO: 14 OF 20 CRICKET 13i x1135' LVL FLUSH GIRDER INSULATION MASTER BEDROOM 13;"X1135" LVL 3; COX FLUSH GIRDER GREAT ROOM 3: COX BASEMENT ATTIC NOTE: PORCH ROOF IS TO BE PROVIDE WITH CONTINUIOS TYDOWN SYSTEM AS PER NYS. CODE. (SEE PAGE 4 OF 20) CONTINUOUS RIDGE VENT 2x12 RIDGE BEAM 2xfi COLLAR TIES - 16" oc. 2x10-16 oc RAFTERS k" COX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-48" oc HANGERS 2x6 / 2x4 STRONG BACK 2x4-KNEEWALL �,IuT r 1—� Tlir� I (III L� LJ VIII I I-11111 I-, I VIII I I III T� I I 1111H VIII I VIII IH II I 111 I I -I (IIII I I I H 1111 I I I I I 11111 H Int I 11111 L � HIIII F] � � F]IIIIIH I I I�IIII I I I I I I I I III IIII �I ulI„I _ L_J I;�I uI CONTINUOUS RIDGE VENT 2x8 RIDGE BEAM 2x6 COLLAR TIES - 16” oc. 2x6-16 oc RAFTERS k' COX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES (2)2x8 HEADER 1x8 FASCIA �17 VENTED SOFFIT (CERTAINTEED VINYL BEADED SOFFIT) FRONT PORCH DETAIL 3: CDX (2) 11W LVL PLASH BM. / — RAFTER STRAPPING (SEE DETAIL) 2x8 RAFTER PLATE 2x8 A- PLATE WI40 x 1i/a"- 6' oc. X' ANCHOR BOLTS (SEE [DETAILS) II i" FASCIA II i6" VENTED SOFFIT I I (CERTAINTEED VINYL (BEADED SOFFIT) II I MSTR z 1%x1135" LVL FLUSH GIRDER II I BATH #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"cc. II AND �5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY It II �— CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING I I W%(1)114'5 SILi� FLITCH PLFuum ATE 11' ICF SYSTEM (SEE DERAILS) 91g" 111 1 WI40 1 ?¢' - 6' ac. )¢" ANCHOR BOLTS (SEE DETAILS) LR -30 INSULATION 13: x1135' LVL FLUSH GIRDER #'5 REBAR ARE TO BE PLACED VERTICALLY 4'-0'oc. STAIRWELL GREAT AND #5 REBER ARE TO BE PLACED 16'oc. HORIZONTALLY ROOM p CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING w11 " ICF SYSTEM (SEE DETAILS)16 ac. 1 _— )Q" ANCHOR BOLTS (SEE DETAILS) _(2) 1-3/4'X 9-1/2' LVL GIRDER R-30 INSULATION 13'4"xB)¢' LVL FLUSH GIRDER 39' DIA STEEL COLUMN ON ICF WATERPROOFING SYSTEM x 2'-0' z 1'-0' 13" ICF SYSTEM (SEE DETAILS) —CONC. FTG (TYP.) CONIC. SLAB CROSS SECTION A NOTE: PROVIDE MIN. Y2' SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS #'5 REBAR ARE TO BE PLACED VERTICALLY 4'-0'oc. AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY (4)(,`5 REBAR L.W. AND 115 REBAR V-O"oe. S.W. WITH #5 VERTICAL REBAR 0 4'-0" 4x4 PORCH POSTS 13'4x11?{" LVL FLUSH GIRDER 3i COX W140 x 1135" - 16" oc. GUEST BEDROOM i 3:" COX W140 x 1135" - 16" too. R-30 INSULA11ON KITCHEN ~i LVL 3i COX ROM NOTES: - 16 oc. LR —(2) 1-3/4'xD7 Ep1A ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. —CONTINUOUS RIDGE VENT 2x12 RIDGE BEAM COLLAR TIES — 16" oc. 2x10-16 ac RAFTERS J" COX ROOF SHEATHING 15#' FELT /'/�___2x(S !25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-48" oc HANGERS 2x6 / 2x4 STRONG BACK ATTIC R-30 INSULATION CL. I CL. PANTRY CLOSET oc. GUEST BEDROOM RAFTER STRAPPING (SEE DETAIL) 2x8 RAFTER PLATE 2x8 RAFTER PLATTE 11" ANCHOR BOLTS (SEE DETAILS) 1x8 FASCIA 16' VENTED SOFFIT (CERTAINTEED VINYL BEADED SOFFIT) 13'4x1135" LVL FLUSH GIRDER —$5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"oc. AND #5 REBER ARE TO BE PLACED 16'oe. HORIZONTALLY -- CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING _ -- 11" ICF SYSTEM (SEE DETAILS) 1135 - 16' oe. )4" ANCHOR BOLTS (SEE DETAILS) 1%x1135" LVL FLUSH GIRDER LAUNDRY W140 x - 16 oc. LR —(2) 1-3/4'xD7 Ep1A -30 INSULATION LI& GR 3$" DIA STEEL COLUMN BASEMENT ON 2'-0• X 2'-0" X 1'-O' j CONC. FTG (TYP.) 4' CONC. SLAB CROSS SECTION B NOTE: PROVIDE MIN. )¢" SHEEFROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT INTERIOR WALLS NOTE: DBL FLOOR JOISTS ARE TO BE PROVIDED BENEATH ALL PARALLEL WALLS $5 REBAR ARE TO BE PLACED VERTICALLY C-0-oc. AND #5 REBER ARE TO BE PLACED 16'oc. HORIZONTALLY CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING 11" ICF SYSTEM (SEE DETAILS) )Z' ANCHOR BOLTS (SEE DETAILS) 1%%gh" LVL FLUSH GIRDER ICF WATERPROOFING SYSTEM 13" ICF SYSTEM (SEE DETAILS) REBAR ARE TO BE PLACED VERTICALLY 4'-O'oc. #5 REBER ARE TO BE PLACED 16"cc. HORIZONTALLY (445 REBAR LW. AND 05 REBAR 2'—O'M. S.W. WITH #5 VERTICAL REBAR 0 4'-0" * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS. 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not audmdxc the nght m build without the nothonmhou of lural governing agencros, such as SW1hlk County Dcpt. of HeWlh Servmes, Town Budding Departments, DRQ FEMA, em. Verify all mndmons, codes, and requiamenW with each agencies prior le consWclian. TW Q:) TF—�( Q Ji O M O f-1 871-2005 DRAWN W. BDK wF xm m: sats: 1/4'= 1'-O" are 06-21-05 RM 07-24-05 09-09-05 "N.'si� CROSS SECTIONS sHEEr xo: 15 OF 20 FRONT ELEVATION ELECTRICAL CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO VERIFY WITH HOMEOWNER IF THERE IS ANY CHANGES TO BE MADE INCLUDING. 1) LOCATION OF WALL SWITCHES 2) SWITHING OF ANY WALL OUTLETS 3) ADDITION OF ANY RECESSED LIGHTS 4) ADDITION OF ANY WALL OUTLETS 5) LOCATION OF FLOOR OUTLETS 6) ADDITION OF ANY CEILING FANS 7) OUTLET LOCATION FOR APPLIANCES 8) LOCATION OF WALL OUTLETS (IN WALL OR BASE) 9) ADDITION OF ANY EXTRA APPLIANCES 10) VERIFY IF RANGE IS GAS OR ELECTRIC 11) VERIFY IF LIGHTS OVER FIREPLACE ARE REQUIRED (ARTWORK) 12) VERIFY IF INDIVIDUAL BATHROOM FANS ARE TO BE USED OR A FANTEK SYSTEM IS TO BE PROVIDED 13) VERIFY IF HOMEOWNER REQUIRES CEILING FANS IN CERTAIN ROOMS 14) VERIFY IF A DOOR BELL IS REQUIRED AT ALL DOOR 15) VERIFY IF SMOKE ALARMS AND CO. DETECTORS ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR ALARM COMPANY 16) VERIFY IF HOMEOWNER WANTS A SWITCH IN MASTER BEDROOM TO TURN ON EXTERIOR SECURITY LIGHTS. 17) VERIFY IF HOMEOWNER WANTS A SWITCH AT HEAD OF BED TO OPERATE ANY OF THE MASTER BEDROOM LIGHTS 18) VERIFY WITH OWNER IF ANY ELECTRICAL ABOVE THE REQUIRED CODE IS TO BE INSTALLED IN THE ATTIC. 19) PROVIDE (2) 2" CONDUIT SLEEVES ON EACH SIDE OF ATTIC TO BASEMENT FOR FUTURE ELECTRICAL WORK LEFT ELEVATION IN: w U W Q MR 0d E ITS — oR� n� PRNEC m 871-2005 oRavm er: BDK CHECIRT W. en.i r. 1/4'= 1--0" are 06-21-05 Rv 07-24-05 09-09-05 s lE TRE ELECTRICAL © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ELEVATIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT sHEEr WRITTEN AUTHORIZATION. lick ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 16 OF L^O Acceptance of the u do wings does not euthorim the right m build without the authonaahon of local govemmg agencies, such as Suffolk County Dept. of Health SCNwes, Town Building Departments, DEC, FEMA, em Verify all conditions, codes, and requirements with such agencies prior to construction. REAR ELEVATION ELECTRICAL CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO VERIFY WITH HOMEOWNER IF THERE IS ANY CHANGES TO BE MADE INCLUDING. 1) LOCATION OF WALL SWITCHES 2) SWITHING OF ANY WALL OUTLETS 3) ADDITION OF ANY RECESSED LIGHTS 4) ADDITION OF ANY WALL OUTLETS 5) LOCATION OF FLOOR OUTLETS 6) ADDITION OF ANY CEILING FANS 7) OUTLET LOCATION FOR APPLIANCES 8) LOCATION OF WALL OUTLETS (IN WALL OR BASE) 9) ADDITION OF ANY EXTRA APPLIANCES 10) VERIFY IF RANGE IS GAS OR ELECTRIC 11) VERIFY IF LIGHTS OVER FIREPLACE ARE REQUIRED (ARTWORK) 12) VERIFY IF INDIVIDUAL BATHROOM FANS ARE TO BE USED OR A FANTEK SYSTEM IS TO BE PROVIDED 13) VERIFY IF HOMEOWNER REQUIRES CEILING FANS IN CERTAIN ROOMS 14) VERIFY IF A DOOR BELL IS REQUIRED AT ALL DOOR 15) VERIFY IF SMOKE ALARMS AND CO. DETECTORS ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR ALARM COMPANY 16) VERIFY IF HOMEOWNER WANTS A SWITCH IN MASTER BEDROOM TO TURN ON EXTERIOR SECURITY LIGHTS. 17) VERIFY IF HOMEOWNER WANTS A SWITCH AT HEAD OF BED TO OPERATE ANY OF THE MASTER BEDROOM LIGHTS 18) VERIFY WITH OWNER IF ANY ELECTRICAL ABOVE THE REQUIRED CODE IS TO BE INSTALLED IN THE ATTIC. 19) PROVIDE (2) 2" CONDUIT SLEEVES ON EACH SIDE OF ATTIC TO BASEMENT FOR FUTURE ELECTRICAL WORK 0 0 RIGHT ELEVATION © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of them drawings does not authorim the right to build without the euthon<atlon of local governing agcnmes, ouch n Suffolk County DepL of Health Services, Town Building Departments, DEC, FEMA, etc. Venfy all conditions, cosies, and requimments with such agencies prior to wnstruction. tf�a O. 072 O Pit. g W V Q�z U C) Q � CA 0� o 71 — °gym z N A -7o PHfLEtf HP. 871-2005 BDK CNECNFn BI: SnLLE 1/4"= 1•-0" a,E 06-21-05 RM 07-24-05 09-09-05 SHEET ELECTRICAL ELEVATIONS sxm tan: 17 OF 20 �L. CVICAI, 5YMPO0 KAY S SD SW SP SC S3 S3D SF S3F S4 S4D o PC 8 b qp (i 95 9564 (I 90 qp GFI qpWP GFI pD dT� ddW 1FfT� 'Id WI DW (pRA WGAS Q WO PREF qpICE qpSTM CEILING MOIINIEP EIXiIKe RECEPTACLE FCF rvN61%L1415 ( A5 FEV OMI F) RECESYP HICK FIAT U61T FIXTI PF RECL55�PFIIGIIHAr LI@il'FIXrLM-W/ GA55 COVER MINI -CAN Ri H W Mf (5MA,L) MINI -CAN WCF55EP PIi HIGH HAf (5MALL) a� �z PREC110" HIGH HAf "MRIGR HIGH HAT IIJIEMOR 5LMFAT MOIINIEP LFILING LImr FIXfII'� INTERIOR WALL MOLLNT 12 LIGNi Fixf-IT INLERIOR WALL MOIINTEP LII FIX11K W 53" APE (49" FROM CENTER OF fiEPuVN.L) w/ NiI5WT01 EXrEVla WALL WALL MOLNI LIGr FIXTURE 5RFACE MOLNTEP PoRCELAN PHLL am Lii FIXTo (MOUNTED AUOVE POOR) 59ACE MOHNiEP PORCELAN CY LE55 LIGI If FIXTIR EXfFRIOR FLOOPHI FA'WIIX PITA. WAP FLOOD LIGNI5 ON WALL 5WfCH UNDER CAUINE f 5fRIP LIGHTING PFOVIPE LOW VarlCY CI15fOM FI151 W LIGMNG W/ RYMOIE 1X'PNSFO MEP f0 EE LOLATEP IN NEAPPY C WNW OF INA C0Na&NVLOLAIION CEILING FAN FANRCH - 5EFNr OVER FEAR EXFW19f FAN INLINE 5MOKE PETECTOR INLINE COJONMONGKIPE PELECTOR % E POLE WALL MOUNTEP 5WfCH 5INGE POLE WALL MOUNTEP DIMMER 5WTCH WALL MomfEP LCP IMNPOWCONI 5WrCH (VEOVYW Ild MANUFACAMR) 51NGE POLE WALL MOUNTEP SLMfcii W/ INPI(AfOR PILOT L it SINGE POLE WALL MOUNTEP 6A5 i CONTROL 5WTCH 3 WAY WALL MOUNTED 5LWICII 3 WAY WALL MOIINTEP 5lWTCN W/ PIMMEF CEILING FAN WALT- MOINfFP 50CH W/ 5'EFP CONIVa 3 WAY LEIUNG FAN WALL MIOINTEP 501CH W/ 51PEE12 CONTROL 4 WAY WALL MOIINIfV 5WTCI1 4 WAY WALL M6q1NfEP 5WTCH W/ PIMMEP POOR AC11VArEP 5WTCH (.1AWi MOWTEP) PHOrOELECTRIc CELL POOP DELL CAA TELEVISION LERMIN& WA -L MOINIEP 6 LINE I&EPIYINE JACK FLOOR MOIINTEP 6 LIW- TELEPHONE JPLK 6 LINE fFLEPNONE JACK DUPLEX RECEPTACLE 1/ 2 5WI fCIiEP PUMEX RECEPfACLE IN FA5E DOAE) TRIM 1/ 2 5WI ICFEP PLIftEX RECEPTACLE 51MTLFEP PH'LEX PECEPTACLE c 64" AEF FL00P. M01I MA55 PIPLEX RECEPTACLE PIPLEX RECEPTACLE FIORIZONf& IN DA5E POARP TRIM OIIA7RN'LEX RECEPfAO.E GFOUNP PAU INTEMi PILE= RECC-PTALLE EXTERIOR WA9V PROOF GROUNP FA1Lf INTEWLPT PIPLU RECEPfACI.F PEPCATEP CLORE5 PRYER IiCEPiACLE PEPILATEP CLCMf 5 WA51tk RECEPTACLE PEPICAtEP JACUZZI RECEPWIF PEPCATEP P151 WAN TER RECEPTACLE PEPILAIEP RANGE PlECEPI"PCLE PEPICATEP 6iA509M 1' CEPWLE PEPICAfEP WALL OVER RLLEPTPLLE PEPICATEP REPKILEP.AXX RECEPTACLE PLPICAfEP REFRIaMrOk RECEPTACLE PEPICArEP 5TEAM 510WER RECEPTACLE OVER HEAP GARAGE POOR RECEFTACLE NEW ELECMICA. 51 ( VERIFY LOCA1101N) NEW CAN COW001- PANEL ( VERIFY LCCAVOM) NEW VOICE & PAfA 5Y51EM5 CONIVGl PAWL ( VERIFY LOCATION) 20 5 LIGHT 52 WArf RECE56VP FLIIGP 5aNf f1i W/ f8 ELECTRONIC r8.L/5i5. Y4I LAMP5, ANP 18 CELL WiiITE PARAPaC PIFT'UEERS PROVIDE ALARM 5Y5FM & COMMUNICATION 5Y5TEM A5 PER OWNER 5PECIFILAil0N5 vEPIFY ALL ELECTRICAL REOIIIREMENrS FOR A'PI,"F5, PROVIDE ALL ELECTIVILAI. TURING fO't INSTPLLAiION 0[i WORK. VERIFY A.L LANI' . POOL & 511E ELECMIICA, WORK WTH OWNER. `frCIALIY UGI1T5 & A'PLIANCE5 5VII GY 01HE6 ELECTRICAL CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO VERIFY WITH HOMEOWNER IF THERE IS ANY CHANGES TO BE MADE INCLUDING. 1) LOCATION OF WALL SWITCHES 2) SWITHING OF ANY WALL OUTLETS 3) ADDITION OF ANY RECESSED LIGHTS 4) ADDITION OF ANY WALL OUTLETS 5) LOCATION OF FLOOR OUTLETS 6) ADDITION OF ANY CEILING FANS 7) OUTLET LOCATION FOR APPLIANCES 8) LOCATION OF WALL OUTLETS (IN WALL OR BASE) 9) ADDITION OF ANY EXTRA APPLIANCES 10) VERIFY IF RANGE IS GAS OR ELECTRIC 11) VERIFY IF LIGHTS OVER FIREPLACE ARE REQUIRED (ARTWORK) 12) VERIFY IF INDIVIDUAL BATHROOM FANS ARE TO BE USED OR A FANTEK SYSTEM IS TO BE PROVIDED 13) VERIFY IF HOMEOWNER REQUIRES CEILING FANS IN CERTAIN ROOMS 14) VERIFY IF A DOOR BELL IS REQUIRED AT ALL DOOR 15) VERIFY IF SMOKE ALARMS AND CO. DETECTORS ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR ALARM COMPANY 16) VERIFY IF HOMEOWNER WANTS A SWITCH IN MASTER BEDROOM TO TURN ON EXTERIOR SECURITY LIGHTS. 17) VERIFY IF HOMEOWNER WANTS A SWITCH AT HEAD OF BED1 TO OPERATE ANY OF THE MASTER BEDROOM LIGHTS 18) VERIFY WITH OWNER IF ANY ELECTRICAL ABOVE THE REQUIRED CODE IS TO BE INSTALLED IN THE ATTIC. 19) PROVIDE (2) 2" CONDUIT SLEEVES ON EACH SIDE OF ATTIC TO BASEMENT FOR FUTURE ELECTRICAL WORK FOUNDATION ELECTRICAL PLAN I Inascr uo: 871-2005 wuwx m: BDK scat 1/4"= V-0" aie 06-21-05 07-24-05 09-09-05 r.. ELECTRICAL © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. PLAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. 9mxo: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Or 2� Acceptance of Nese drawings does not authorize the night to build without the authunwuon of local governing agencies, such as Suffolk County Earl. of Death Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and reyuirenecros with each agencies prior toconstruction. 2 0 �CTPW& 5YMP0L KEY Ar �G S SD SW SP Sci S(�3 cSc3D SF S3F S4 S4D ID PC a 9135 95 qpq56A dnn xP qpb 0 9 GFI qpWP GFI QD 9W qpd qpDw d tt RA qpGAS qp wo 9 REF qp ICE qpSTM ®® A CEILING MOWTED FIXTURE RECPfACLE Fog IM61% 0GHT5(A5 FITC R) �LE55EP NIGH NAi UGFIT FIXTLIKc RPCEY VNIGH MA 1(ir FIXfg W/ 6LA55 COVER MINI -CM RELE55�P PIIGN Iwi ( 5M&I,) MINI LAN PFCE55EP PIRECf10NA, HIGH HAr (5MALL) PIRECTIom NIGH HAf EXTERIOR NIGH HAf INTERIOR 511' ACR MOLLM'T CEILING LIGHT FIMa INTERIOR WALL MOLNIW LI(W XTLff INTERIOR WALL MOWTEP Lmr FIXTIP.F a 5v" ATF ( 99" FROM CENTER OF f1EVWN.L) w/ INIEGRA. 5WfCN EXTERIOR WDLL WA1 MOIN9P 1,64tf FIXTW 5XEAEE MOUNTED I'MCELAN PILL CNAN LIGHT FIXED (MOWTEP MOVE POOR) 51 TACE MOUNTED PORCELAIN KEY LE55 LIGHT PIXT-M EXTEPJOR fLOOPLIGir5 PRovVE OWL "FL0001,16V56N WALL AMICI UNDER GAMINE f 51P,IP LIGHTING PROVIDE L(7WV0.1P(,f GI1510M Nf ZIRIP LIGIiING W/ WMOTE fWN5'(SR M TOM LOCATEDINNEAWYCK31NEf0RINACGNa&E PLOCAiON CEIUNG FAN FANIRGI - 51LENr OVER VEA19 FAIW15f PAN INLINE 5M0KE PETEL(OV INLIW: LOEPONMONOXIPE PETRETOR %aPOLE WALL MOUNTED 5LMfCN SINGLE POLE WALL MOUNTEP PIMWR 5WITC11 W41 MOUNIITP LCP WINDOW CONTROL 5Wf0I UffY Wfl 1 MANIIFPOLI I',) 51NUIE POLE WALL MOLINTEP 5WPCH W/ INPICAfOR PILOTLI(Air 51NG.E FOLF WALL MOIINTEP 6A5 FIREPLACE CONTRO, 5WIfCN 7 WAY WAIL MOIINTEP 5WITCH 3 WAY WAIL MOLLNTEP 5WTCH W/ PIMMR.R CEILING FAN WALL MaNTEP SMrCH W/ 5PFEP CONTROL 3 WAY CEILING FAN WALL MOIINTEP 5WfCH W/ SPEW CONTROL I WAY W&I, MOINTEP 5W16H A WAY WALL MOUNITP 5WfCH W/ PIMMER 900R ACMATEP SW rUl ( JAW MOINTRP) 'NOTOELFCTRIC CEu. POOR [ELI CA[LE IELEV1510M T TUNA. WALL MOINSP b LINE TELEPHONE JACK FLOOR MOLIKIEP 6 LINE TELEPHONE .TALK 6 LINE et EpHC.TIF ,TACK PW LEX ITCEPrAUF I/ 2 5WM EP PD'LEX RECEPTACLE IN [ASE DOMP TRIM 1/ 2 5WIl0'EP 2LP[,FX RPRaPWI-F SMTLHW PIPLFX 9CEPfACIE w 64" MF FLOOR MOUNTED tlRM5 PUPLEX ITCEPrACLE PIPLEX fSCEpiPCLE HORIZONTAL IN [ASE POAW TRIM OUAPRMLEX kELEPfACLE GROLNP FAILfINIEM"1PT PIPLFX WCrPfACLE EXTERIOR WATER PROOF GROIINP FALf INIERRIPf PLYLEX MCFPTACLR PEPICAM) ELO9 IE5 PRYER RECEPfPCLr MPICATEP O.OI IE5 WASEP IBLEPTACLE PFPICATEPJACIIZZI RFCFPfACLE RPILATFP RAF WASTER N CEPTkI R MI?ILAIEPVW,R IRffTALLE MPICATRP W5 OVEN ITCEPTAC[,r PEPILATEP W&I, OVEN rtCEFfMNr MPICAIEP RFIFRIGERMOR RRLEPfACLE PHICATEP IR:PRICE-MfOR R CaPfACLE DEDICATED 51um SHOWER RcNrwl,F OVER NEAP GARAGE POOR 13CEP9C1,E NEW ELELTPJC& 5M/IE (VERIFY LOLAfION) New CATV CONVa PANEL (VeRPY LOCATION) NFW VOICE & DATA 5Y5TEM5 CONTROL PANEL (VERIFY LOCATION) 20 51.Udf 52 WAff ISCE55EP `[,Lm5CENf FIXTLP.E W/ f8 ELFCTRONIc P&LA55,191 LAMP54 ANP 18 CELL W"IfF PMADOLIC PIFPIL`TRS PROVIGti &ARM 5Y51EM& LOMMUKI CATION 5Y5fEM A5 VEQ OWNER 5TCIFICAVON5 VERIFY ALL FE eCIRI -A. RRGl IREMEN(5 fOR AYPLIPNCE5. proves ALL ELECTRILM INKING FOR INSIAL mow or Idw,C WORK VERIFY Al LANUYCVE . POOL & 5I9 ELECTRIC& WOM WM OWNER. SPECIAL IY Ha 1`5 & APPI "E5 5ItFP1 lSP [y OII IIE°5 ELECTRICAL CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO VERIFY WITH HOMEOWNER IF THERE IS ANY CHANGES TO BE MADE INCLUDING. 1) LOCATION OF WALL SWITCHES 2) SWITHING OF ANY WALL OUTLETS 3) ADDITION OF ANY RECESSED LIGHTS 4) ADDITION OF ANY WALL OUTLETS 5) LOCATION OF FLOOR OUTLETS 6) ADDITION OF ANY CEILING FANS 7) OUTLET LOCATION FOR APPLIANCES 8) LOCATION OF WALL OUTLETS (IN WALL OR BASE) 9) ADDITION OF ANY EXTRA APPLIANCES 10) VERIFY IF RANGE IS GAS OR ELECTRIC 11) VERIFY IF LIGHTS OVER FIREPLACE ARE REQUIRED (ARTWORK) 12) VERIFY IF INDIVIDUAL BATHROOM FANS ARE TO BE USED OR A FANTEK SYSTEM IS TO BE PROVIDED 13) VERIFY IF HOMEOWNER REQUIRES CEILING FANS IN CERTAIN ROOMS 14) VERIFY IF A DOOR BELL IS REQUIRED AT ALL DOOR 15) VERIFY IF SMOKE ALARMS AND CO. DETECTORS ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR ALARM COMPANY 16) VERIFY IF HOMEOWNER WANTS A SWITCH IN MASTER BEDROOM TO TURN ON EXTERIOR SECURITY LIGHTS. 17) VERIFY IF HOMEOWNER WANTS A SWITCH AT HEAD OF BED TO OPERATE ANY OF THE MASTER BEDROOM LIGHTS 18) VERIFY WITH OWNER IF ANY ELECTRICAL ABOVE THE REQUIRED CODE IS TO BE INSTALLED IN THE ATTIC. 19) PROVIDE (2) 2" CONDUIT SLEEVES ON EACH SIDE OF ATTIC TO BASEMENT FOR FUTURE ELECTRICAL WORK FIRST FLOOR ELECTRICAL PLAN NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD OS1LY O)"v STRUCTURE F?113" THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of those drawings does not authorize the right to build without the authorization of local govemmg agencies, such as Suffolk County Dept, offlealth Services, Town Building Depadments, DEC, FEMA, ere. Verify all conditions, codes, and requirements with such agencies prior MconsWction. 871-2005 wuwx ar: BDK raiEcxm er: 1/4-= 1'-0" are 06-21-05 Rev 07-24-05 09-09-05 silm m - FIRST FLOOR ELECTRICAL PLAN SHEET xo: 19 OF 20 ��FCTFIICA' 5YWOL KFY 0 0 �P S SD SW SP SG S3 San SF S3F S4 Son O PC 4 8 IQ tt pis qp5 95 b9 Pr qpH x GFI GAWP GFI 9D WW 9 d d� Ottd DW 'ff RA 9 GAS qp WO QREF gpICE qpSfM LEII MOIINIEP FIXtt1RE IICOPTPLLE `Gt IWJGIW. Llan (ns r�R O�MJEP) NLCESYP Hlu'H FLAr LOHr FXM"a 13CEt5N? lilid I KAI Luil-Ni W/ GL W5 COVER MINI -CAN I1CF55EP`IIGII Af(5MA.L) MINI CAN F10E55EP PIr1GnOdPI HIGH HAr(5MALL) PII.1CI10NIPL HIGH HAr EXTOIOR HIGH HAT INILRION 5175ACC MOIJNFI P KEVN(. LIGNr `1X1171 INFrtlOR WALL MOLWTEP LIGNr FIXfLE.E INTERIOR WALL MOINTEP L Ii FIi c 53" AFF (99" FNOM LOLi OF V.PWA-L) A/ INTEGRAL 5WICH PXfEP01: WICK WALL MOINIEP LIGFIT FIX11d1 5LKACE MOUNLI PORCELAIN PILL CLAN I-I(Aif FIXTLLKI (MOUNIEP APOVE POGN) 510'ALE M(.11NIEP POIELECNN KEY LE55 LIGHT FIXTIII'.C' LxrOrl(JN FLOOPLGHr5 PPOVIPC PIA I EAPN.00PNGITS ON WALL 5WIICH UNm cm3m f 5wr LIG im PKOVIG+E LtA varAa CIS10MHr SIKIPi-iai, wW/ K wit 1P.ANSGY.Mf-R ro lx LOCATI9IN WARW CwINET a:INA CONCPALLP LCWON CEILING FAN EANIELII-SILENI OVFRItAr)EYJA15f FAN INK INE 5MOKK fd"Tcfi R INK INE CCY310NMONOXIr1L rttC'Ok 51NGLO P(h.E WALL MOWIfOP 5W fCN 51NI POLE WALL M(ALKIlP PIMMl SW11C11 WALL MOIINfFPLCPWINPOWCONW(A 5WITC11(VERIFYIMfLMANITACr1RER) 51NGLOPaC'WALLMOIJNrEn5WfCIW/ wnICAfOKPILOrLli % E POIX NAL MOL1FPGA5F1N PLPLE CONTROL 5NIELl 3 WAY WALI. MOIJNTLP 5WIfCH 5WAYWA.L MOINrN95WfCN W/ PIMMEN CEILING FAN WMA MOLNIOP 5WITLH W/ SPEW CONIPOK 3 WAY COILING FAN WALL MOUNTFP 5LM1CN W/ 5PEEP CONI 9 WAY WALL MOINIEP 5WrCN 9 WAY WALL MOIINTEP 5WLCH W/ II POORACIIVAIEPMMfCN (.T )M01NIEP) PNOfCOLEC111C CFCL POOR ml L CAELE IEITV151ON IORMINAL WALL MOINIEP b LINE 1ELEPNONE JACK FLOOR MOUN TI) b LINE IEL[i JACK b UNE 1ELFPHONE .ALK PUP -EX ktCtiPTPLLE / 2 SWIILI EP DUPLEX IICOPTPLt E IN UAEE bOAW ]NIM I/ Z SLMILFIEP PW LEX I'�CEPTPLLE SWTLHLIP PITLEX FICEPTACU @ 69" AFF `LOOK MOIJNfEP f1�5 PUNLEX RECEPfPLLE PIIPLEX �CCPfPCLC- NORIZONTA. IN tlA 1 OANP TRIM OWJ9t:lWLC-X 13:GEPTKLE GKOI1Nn FAL0.i INfEI?I:B=r Plll'L OX RECEI'TPLL F: eXrrRloR wnreR PRoo` GRouNn FA.Er Wr`R�1 nla=Lex f1CFPrPLLE PErncnn n n on �s nRrOR f1cEP rALLE PFr11LA1tP CLOIHE5 WA%ER Kt(,ePIALLE 901CAtEn.IALUZ I f1 EPLACL IRPICA1F17 PI51 WAU ER K'ECEI'1aaE t)FPICAIEPOANGE T0'1ALLE PEPICAmn GAS OVEN ftCEP1ALLE MPICAFI? WALL OVEN VECfr FALCF GLPILATEP M:FI;IGEI'AfOF.1,OLOPfPCLC- PEPIcareP q Fnc�rnrON �ccEPrACLE PLPILAtEP 51tAM 5HOWM1`I: kFCN ACLO OVEP (TALI 6VA6E LOOP CLCFPfki,F NEW ELIPUPEA. 5KPVILE (VEPJFY LOCAfION) NEWCANCONTRa PANE (VERIFY LOCADON) NEW VOICE & PALA 5Y51CM5 CONt'a PATI (VLNIFY LOCAli 2x9 51.IGHI' S2 WAfI KECCSEtP f l I101t`a'[Nf FIXTI7t W/ rd ELECTRONIC PN.LA5r5. 791 CAMPS, ANP 18 LOLL WHIiC PAK'PUaIC PIFf-I1�R5 PROVIa : A.APM 5Y51DM & LOMMUNICAIION SYSTEM A51=ER OWMOR 5P11 WFFYMLELFCIRICA. It0111GkMFNt FORAPPA IANi PROVIDE ALL ELECLICA- WRING FOR INSfW.LAVON Or INAC WOOK VERIFY A.L LAIJPXA=E . POa & 511E ELECTNICM WORK WM OWNER k=ECIN.IY UGNIS & /V'PLIANLES'�IY=PLIEII I}Y OII IEIB SECOND FLOOR ELECTRICAL PLAN ELECTRICAL CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO VERIFY WITH HOMEOWNER IF THERE IS ANY CHANGES TO BE MADE INCLUDING. 1) LOCATION OF WALL SWITCHES 2) SWITHING OF ANY WALL OUTLETS 3) ADDITION OF ANY RECESSED LIGHTS 4) ADDITION OF ANY WALL OUTLETS 5) LOCATION OF FLOOR OUTLETS 6) ADDITION OF ANY CEILING FANS 7) OUTLET LOCATION FOR APPLIANCES 8) LOCATION OF WALL OUTLETS (IN WALL OR BASE) 9) ADDITION OF ANY EXTRA APPLIANCES 10) VERIFY IF RANGE IS GAS OR ELECTRIC 11) VERIFY IF LIGHTS OVER FIREPLACE ARE REQUIRED (ARTIWORK) 12) VERIFY IF INDIVIDUAL BATHROOM FANS ARE TO BE USED OR A FANTEK SYSTEM IS TO BE PROVIDED 13) VERIFY IF HOMEOWNER REQUIRES CEILING FANS IN CERTAIN ROOMS 14) VERIFY IF A DOOR BELL IS REQUIRED AT ALL DOOR 15) VERIFY IF SMOKE ALARMS AND CO. DETECTORS ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR ALARM COMPANY 16) VERIFY IF HOMEOWNER WANTS A SWITCH IN MASTER BEDROOM TO TURN ON EXTERIOR SECURITY LIGHTS. 17) VERIFY IF HOMEOWNER WANTS A SWITCH AT HEAD OF IBED TO OPERATE ANY OF THE MASTER BEDROOM LIGHTS 18) VERIFY WITH OWNER IF ANY ELECTRICAL ABOVE THE REQUIRED CODE IS TO BE INSTALLED IN THE ATTIC. 19) PROVIDE (2) 2" CONDUIT SLEEVES ON EACH SIDE OF ATTIC TO BASEMENT FOR FUTURE ELECTRICAL WORK DAMP C Z .IVA. pgClFE661 N qp CL. CL. U in L Q�z C 0 W GUEST BEDROOM GUEST BEDROOM L rTO L CL CL. s/D 6 qq m� mIN� S 2 o WWW6 o�o Q£ PmN0: 871-2005 oHarM �: BDK CHECKED W. 1/4"= 1'-0" DAM 06-21-05 ITEM 07-24-05 09-09-05 3 SHEET m E SECOND � ATTIC I ELECTRICAL PLAN sHM ND: 20 OF � HA �v 1 �f G I LIN I FAN W /I CLOSET S I �' m 4 A BATH A A A -qp------ 5' S IDG ONN S TAIWAI R -LIN - ---' LIN MST A BATH STER BEDROOM GI 1 C SSS D L � IQ - 11 pd 6 SECOND FLOOR ELECTRICAL PLAN ELECTRICAL CONTRACTOR NOTES ELECTRICAL CONTRACTOR IS TO VERIFY WITH HOMEOWNER IF THERE IS ANY CHANGES TO BE MADE INCLUDING. 1) LOCATION OF WALL SWITCHES 2) SWITHING OF ANY WALL OUTLETS 3) ADDITION OF ANY RECESSED LIGHTS 4) ADDITION OF ANY WALL OUTLETS 5) LOCATION OF FLOOR OUTLETS 6) ADDITION OF ANY CEILING FANS 7) OUTLET LOCATION FOR APPLIANCES 8) LOCATION OF WALL OUTLETS (IN WALL OR BASE) 9) ADDITION OF ANY EXTRA APPLIANCES 10) VERIFY IF RANGE IS GAS OR ELECTRIC 11) VERIFY IF LIGHTS OVER FIREPLACE ARE REQUIRED (ARTIWORK) 12) VERIFY IF INDIVIDUAL BATHROOM FANS ARE TO BE USED OR A FANTEK SYSTEM IS TO BE PROVIDED 13) VERIFY IF HOMEOWNER REQUIRES CEILING FANS IN CERTAIN ROOMS 14) VERIFY IF A DOOR BELL IS REQUIRED AT ALL DOOR 15) VERIFY IF SMOKE ALARMS AND CO. DETECTORS ARE TO BE PROVIDED BY ELECTRICAL CONTRACTOR OR ALARM COMPANY 16) VERIFY IF HOMEOWNER WANTS A SWITCH IN MASTER BEDROOM TO TURN ON EXTERIOR SECURITY LIGHTS. 17) VERIFY IF HOMEOWNER WANTS A SWITCH AT HEAD OF IBED TO OPERATE ANY OF THE MASTER BEDROOM LIGHTS 18) VERIFY WITH OWNER IF ANY ELECTRICAL ABOVE THE REQUIRED CODE IS TO BE INSTALLED IN THE ATTIC. 19) PROVIDE (2) 2" CONDUIT SLEEVES ON EACH SIDE OF ATTIC TO BASEMENT FOR FUTURE ELECTRICAL WORK NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. ATTIC FLOOR ELECTRICAL PLAN © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not is thong the oght to hand wdh0ut the aulhorizalion of local govemiug agencies, such as Suffolk County Dept. of licalth Services, Town Building Deparancnts, DEC, FEMA, etc. Verify all conditimu, codes, and regouemenls with such agencies pnor to construetmn &E�N_W YO S). DEEgh, DAMP C Z .IVA. pgClFE661 N W U in L Q�z C 0 W L rTO NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. ATTIC FLOOR ELECTRICAL PLAN © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not is thong the oght to hand wdh0ut the aulhorizalion of local govemiug agencies, such as Suffolk County Dept. of licalth Services, Town Building Deparancnts, DEC, FEMA, etc. Verify all conditimu, codes, and regouemenls with such agencies pnor to construetmn &E�N_W YO S). DEEgh, DAMP i �fic Z .IVA. pgClFE661 N W U Q�z W rTO µµU O F 6 qq m� mIN� o W3 N 2 o WWW6 o�o Q£ PmN0: 871-2005 oHarM �: BDK CHECKED W. 1/4"= 1'-0" DAM 06-21-05 ITEM 07-24-05 09-09-05 SHEET m E SECOND FLOOR/ ATTIC ELECTRICAL PLAN sHM ND: 20 OF 20 l NOTE: ALL EXTERIOR 12" HEADERS NOTE: PROVIDE MIN. OF 5" ON EACH SIDE ARE TO BE (2)#6 REBAR WITH #3 OF DOOR R.O. TO PROVIDE FOR STIRRUPS ® 4"oc, VZ" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6-10" LW ARE TO BE GLUELAM BI -84" 10' PROVIDE THE 111E FOLLOWING WINDOW CENTERED IN THE GABLE END ABOVE AT 60' AFF ANDERSEN 3'SM ANDERSEN 3046• 3048• ANDERSEN ANDERSEN 3046. 3046• ANDERSEN 3'SM ANDERSEN ANDERSEN 3'SM ANDERSEN 3046. 3046• PROVNDE THE 111E FOLLOWING 31146• 3046. WINDOW CENTERED IN THE GABLE END ABOVE AT 60' AFF. ANDERSEN 3 SM ANDERSEN 3046• 3046. SECOND FLOOR PLAN NOTE: ALL EXTERIOR 12" HEADERS NOTE: PROVIDE MIN, OF 5" ON EACH SIDE ARE TO BE (2)#6 REBAR WITH #3 OF DOOR R.O. TO PROVIDE FOR STIRRUPS 0 4"oc. 31V" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6'-10" ARE TO BE GLUELAM BI NOTE: PROVIDE MIN. Y2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS 1 i 3 on <N NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. e NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. w oa on LI NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 3h" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6'— 10" ANDERSEN 3046• ANDERSEN 3046. ANDERSEN 3 SM ANDERSEN 3046• 304fi• ANDERSEN 3'SM ANDERSEN 3046. 3046 ,1 29 SECOND FLOOR REFLECTIVE CEILING FRAMING PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 3YZ" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT F'-111" ARE TO BE (1)3V2'NRX2" GLUELAM BEAM UNLESS NOTE: PROVIDE MIN. )<2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS N Eh �N 12. Zn * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG -TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 5 r�to.�' �' �r✓ C COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the a¢thonxatton of local govemmg agencies, such es Suffolk County Dep[. of Heelth Services, Town Building 1Mpertr¢evfs, DEC, FEMA, etc. Verify all conditions, codes, end rcquircmenfs with such age¢cme poor to coos'Wction. PROJECT NO: 871-2005 DRAWN BY CHECKED W. SC . DATE. 06-21-05 RN: 07-24-05 09-09-05 03-08-07 sHEEl nnE SECOND FLOOR PLAN/ SECOND FLOOR REFLECTIVE CEILING PLAN SHEET NO. 14 OF 20 CL CL. W140 x 11TH" — 16" oc. W140 x ll%" — 16" oc. GUEST BEDROOM GUEST BEDROOM CL CL. S/D W140 x 1l%" 16" ©e. s /D HALL ❑ R R ❑ WI40 c x 11%6" — 16" oc. I I I Z I JOSET BATH F/L W/I C R x W140 x 11%" — 16" ac. ) W140 x ll%"STAIRWELL S/D 214"xtfl' LVL 03-06-07------ -LIN REV: 03-08-07 a LIN ADDED STAIRWELL TO ATTIC WITH HANDRAILS AND RAILING ® SYSTEM AROUND ATTIC OPENING MSTR F/L ❑ IBATH ��2 p 0 o � o o ® 4lo o S r o o S 1 MASTER BEDROOM V\j ANDERSEN 3 SM ANDERSEN 3046• 304fi• ANDERSEN 3'SM ANDERSEN 3046. 3046 ,1 29 SECOND FLOOR REFLECTIVE CEILING FRAMING PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 3YZ" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT F'-111" ARE TO BE (1)3V2'NRX2" GLUELAM BEAM UNLESS NOTE: PROVIDE MIN. )<2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS N Eh �N 12. Zn * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG -TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 5 r�to.�' �' �r✓ C COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the a¢thonxatton of local govemmg agencies, such es Suffolk County Dep[. of Heelth Services, Town Building 1Mpertr¢evfs, DEC, FEMA, etc. Verify all conditions, codes, end rcquircmenfs with such age¢cme poor to coos'Wction. PROJECT NO: 871-2005 DRAWN BY CHECKED W. SC . DATE. 06-21-05 RN: 07-24-05 09-09-05 03-08-07 sHEEl nnE SECOND FLOOR PLAN/ SECOND FLOOR REFLECTIVE CEILING PLAN SHEET NO. 14 OF 20 CRICKET IY4 x113$" LVL FLUSH GIRDER Ian 77,777 INSULATION -CONTINUOUS RIDGE VENT -2x12 RIDGE BEAM .2x6 COLLAR TIES - 16" oc. 200-16 oc RAFTERS 3'4" COX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-48" oc HANGERS 2x6 / 2x4 STRONG BACK ATTIC PROVIDE HANDRAIL AS PER RESIDENTIAL CODE OF NEW YORK STATE 03-08-07 2x4- KNEEWALL 3.' Cox MASTER BEDROOM .� I REV: 03-08-07 ADDED STAIRWELL TO ATTICI WITH HANDRAILS AND RAILING 'p SYSTEM AROUND ATTIC OPENING 14'"xl 136" LVL FLUSH GIRDER " 34" COX I 13i x9xx' LVL FLUSH GIRDER GREAT ROOM (2) N" CDs BASEMENT REV: 03-08-07 ADDED STAIRWELL TO ATTIC WITH HANDRAILS AND RAILING SYSTEM AROUND ATTIC OPENING CROSS SECTION A NOTE: PROVIDE MIN. Y2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS NOTES: PROVIDING EGRESS FOR THE HABITABLE SPACE ITIS LOCATED IN. ALL (AF SHEATHING TO & PA) WOOD BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER TO RIDGE IS 5'-0" FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, ASSOCIATION ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE 2001 SBC HIGH IN ACCORDANCE WIND EDITION. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) WITH THE AMERICAN FOREST & PAPER FOR ONE ASSOCIATION AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CONTINUOUS RIDGE VENT 2x12 RIDGE BEAM 2x6 COLLAR TIES - 16" oc. 2x10-16 oc RAFTERS 3'4" COX ROOF SHEATHING 15# FELT c2x6 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-48" oc HANGERS / 2x4 STRONG BACK ATTIC * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE ITIS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG -TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 13i x11:;" LVL FLUSH GIRDER ,—(2) 111,6' LVL Ruses BM. RAFTER STRAPPING (SEE DETAIL) Yi COX 2x8 RAFTER PLATE 44" cDX 2x8 RAFTER f- RAFTER STRAPPING (SEE DETAIL) PLATE W140 i 1 ;�' - 16" oc. 2x8 RAFTER PLATE $" ANCHOR BOLTS (SEE DETAILS) WI40 x 11T/a" - 16" ac.WI40 x 1P.6" - 16" oc. 2x8 RAFTER PLATE 1x8 FASCIA Y2" ANCHOR BOLTS (SEE DETAILS) 16" VENTED SOFFIT R-30 INSULATION 1x8 FASCIA (CERTAINTEED VINYL BEADED SOFFIT) 16" VENTED SOFFIT MSTR 13'4"x11%" LVL FLUSH ORDER GUEST BEDROOM CL. CL. GUEST BEDROOM (CERTAINTEED VINYL BEADED SOFFIT) BATH #5 REBAR ARE TO BE PLACED VERTICALLY 4'-O"oc. _ 13:"x11%" LVL FLUSH GIRDER AND #5 REBER ARE TO BE (PLACED 16"oc. HORIZONTALLY #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"oc. AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY – (2) 11'A' LVL RUSH SM. CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING W/(1) A" SIL FUTCH PU`E ICF SYSTEM (SEE DETAILS) -Y4' COX ^ CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING 11" 140 x 11:6 - 16 oc )¢" ANCHOR BOLTS(SEE DEITAILS) 2 " — 11" ICF SYSTEM SEE DETAILS WI40 16" oc. WI40 x 11%" - i6" oc. ( ) 13'4"x11.6 LVL -R-30 INSULATION T" X" ANCHOR BOLTS (SEE DETAILS) FLUSH GIRDERR-30INSULATION 13'4"x1136" LVL FLUSH GIRDER #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"oc. GREAT AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY #5 REBAR ARE TO BE (PLACED VERTICALLY 4'-0"oc. ROOM AND #5 REBER ARE TO BE PLACED 16"0c. HORIZONTALLYFTHE HAT THIS UNIT IS PROVIDING EGRESS — CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING KIT_ICI-EN . PANTR CLOSET LAUNDRY ABLE SPACE IT IS LOCATED IN. CERTAINTEED CEDAR IMPRESSIONS VINYL SIDINGLICE ON WALLS PERPENDICULAR 1�x"x31¢" LVL' -0" FLUSH GIRDER i� CDX 11" ICF SYSTEM (SEE DETAILS) LICE ON WALLS PARALLEL Y2" ANCHOR BOLTS (SEE DETAILS) 11" ICF SYSTEM (SEE DETAILS) t -3/4'x e_1/2• I ULAW140 x - 16 0W3 )g" ANCHOR BOLTS (SEE DETAILS) TO RIDGE IS 5'-0" LVL ORDER R-30 INSULATION 13:"x9)4" LVL FLUSH GIRDER I R-30 INSULATION _(2) 1a/4"x 9-1/2• LVL oIRDER 1Y4"x9)4" LVL FLUSH GIRDER MIN. OF DBL JACK AND DBL KING STUD ON 3)4" DIA STEEL COLUMN ICF WATERPROOFING SYSTEM ALL EXT. WINDOWS AND DOORS. . 3Xy' DIA STEEL COLUMN 2'–D' x 2'-0' x 1'-D' 13" ICF SYSTEM (SEE DETAILS) BASEMENT ON ^ ICF WATERPROOFING SYSTEM –CONC. FTG (TYR) 2'-0" x 2'-0" x V -O' ^ 13" ICF SYSTEM (SEE DETAILS) NOTE: - CONC. FTG (TYP.) VERIFY LOCATION OF STRONG -TIE ROD SYSTEM #5 REBAR ARE To BE PLACED VERTICALLY 4' -O -.D. (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) AND #5 REBER ARE TO BE PLACED 16"0c. HORIZONTALLY #5 REBAR ARE TO BE PLACED VERTICALLY 4'-O"oc NOTE: 4" CONC. SLAB AND #5 REBER ARE TO BE PLACED 16"0c. HORIZONTALLY ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 4" GONG. SLAB HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED (4)#5 REBAR LW. AND AMOUNT CALCULATED FOR EACH CASE. WITHR#5 VERTICALcREBAR (4)#5 REBAR L.W. AND O 4'-0' #5 REBAR 2'-0'oc. S.W, NOTE: WITH #5 VERTICAL REBAR PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS O 4'-0" REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (Les FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDI N. CROSS SECTION B NOTE: S O ~ EAST END DRAFTING & DESIGN AND ITS ASSO .O. NOT BEEN RETAINED TO INSURE PROPER INSTAL E NOTE: PROVIDE MIN, Y2" SHEETROCK ON MATERIAL OR WORKMANSHIP PROVIDED TO THIS .J ¢ ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS'i © COPYRIGHT 2005 EAST END DESIGNC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorlu the right in build without the authori,,ccn of local JiMain rg agencies, such as Suffolk County Dept. OfHmlth Somew, Town Building Deparnuents, DEC, FEMA, etc. Verify all conditions, codes, and requircurents With such agencies prior 0 cooshuction. 871 - En: 1/4"= 1'-0" cola 06-21-05 REV: 07-24-05 09-09-05 10-19-05 03-08-07 SHM T CROSS SECTIONS SHEET No: 15 OF 20 V NOTE: ALL EXTERIOR 12" HEADERS NOTE: PROVIWAT6-10 5" ON EACH SIDE ARE TO BE (2)#6 REBAR WITH #3 OF DOROVIDE FOR STIRRUPS ® 4"oc. G. SECINDOWS ET " 8 E ARE TO BE GLUELAM BEAM UNLESS PROVIDE THE THE FOLLOWING WINDOW CENTERED IN THE GP&ME END ABOVE AT 60" AFF ANDERSEN 3 SN ANDERSEN 3048. 3048• ANDERSEN ANDERSEN 30". 30UI. ANDERSEN 3"W ANDERSEN 3048. 3046. PROVIDE THE THE FOLLOWING WINDOW CENTERED IN THE OABIE END ABOVE AT 80" AFF. ANDERSEN 3"SM ANDERSEN 3046• 3046. ANDERSEN YEN ANDERSEN 3046• 3046. SECOND FLOOR PLAN NOTE: ALL EXTERIOR 12" HEADERS NOTE: PROVIDE MIN. OF 5" ON EACH SIDE ARE TO BE (2)#6 REBAR WITH #3 OF DOOR R.O. TO PROVIDE FOR STIRRUPS 0 4"ac. 3V" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT G-10" ARE TO BE (1)315"x90¢" 7LUELAM BEAM UNLESS NOTE PROVIDE MIN. X2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS 1 NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. e NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 3V2" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6'-10' ARE TO BE GLUELAM BI ANDERSEN ANDERSEN 3046• 3046• ANDERSEN 3"SM ANDERSEN ANDERSEN Ysm ANDERSEN 3046• 3046• 3046. 3046• 8 SECOND FLOOR REFLECTIVE CEILING FRAMING PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 315" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 5-10" ARE TO BE (1)315"x9X2" GLUELAM BEAM UNLESS NOTE: PROVIDE MIN, X2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS 5 * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. C COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, each Iu Suffolk County Dept. of Hwlth Servmea, Town Building Departmwta, DBC, FEMA, ale. Verify ell wndiHova, codes, avd requhemenNs with such ¢gevcies prior to covsWe[iov. 871-2005 DRAWN W. CHECKED Iso 1/4"= 1'-0" aTE 06-21-05 REV: 07-24-05 09-09-05 03-08-07 SHEEP 1018: SECOND FLOOR PLAN/ SECOND FLOOR REFLECTIVE CEILING PLAN SHEET NO: 14 OF 20 13•_3•• gCL..I CL 3 e GUEST BEDROOM GUEST BEDROOM I CIL, CL m a .1 g s/o S/D 2666 10'-11 ' s/D O HALL n E. 3'_ 1 p• 2686 LIN n a .. I 266e` 3•-6" F/L BATH `a W/I CLOSET N S/D STAIRWELL 'Ti' 03-08-07 30 DD — — (2) i4 i11!i" LVL RUSH BEAU ,•13,A — — — — m ' LIN - 2 1 11 LVL H B 12'_1•—— l 3- ip -2" -0 REV: 03-08-07 2e6e 30 DO ' ADDED STAIRWELL TO ATTIC U40 WITH HANDRAILS AND RAILING SYSTEM AROUND ATTIC OPENINGLMSTR a BATH oD RUMSFORD I HREPIACE DESIGN )`3,_9a.. 10._9„ 1 1 MASTER BEDROOM i I 30'-2" ANDERSEN 3"W ANDERSEN 3048. 3046. PROVIDE THE THE FOLLOWING WINDOW CENTERED IN THE OABIE END ABOVE AT 80" AFF. ANDERSEN 3"SM ANDERSEN 3046• 3046. ANDERSEN YEN ANDERSEN 3046• 3046. SECOND FLOOR PLAN NOTE: ALL EXTERIOR 12" HEADERS NOTE: PROVIDE MIN. OF 5" ON EACH SIDE ARE TO BE (2)#6 REBAR WITH #3 OF DOOR R.O. TO PROVIDE FOR STIRRUPS 0 4"ac. 3V" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT G-10" ARE TO BE (1)315"x90¢" 7LUELAM BEAM UNLESS NOTE PROVIDE MIN. X2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS 1 NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. e NOTE: FRAMING CONTRACTOR TO INSURE THAT FLOOR JOIST/CEILING JOISTS DO NOT INTERFER WITH THE LOCATION OF CEILING LIGHT FIXTURES OR PLUMBING FIXTURES. NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 3V2" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 6'-10' ARE TO BE GLUELAM BI ANDERSEN ANDERSEN 3046• 3046• ANDERSEN 3"SM ANDERSEN ANDERSEN Ysm ANDERSEN 3046• 3046• 3046. 3046• 8 SECOND FLOOR REFLECTIVE CEILING FRAMING PLAN NOTE: PROVIDE MIN. OF 5" ON EACH SIDE OF DOOR R.O. TO PROVIDE FOR 315" CASING. SECOND FLOOR WINDOWS ARE TO BE SET AT 5-10" ARE TO BE (1)315"x9X2" GLUELAM BEAM UNLESS NOTE: PROVIDE MIN, X2" SHEETROCK ON ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS 5 * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. C COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, each Iu Suffolk County Dept. of Hwlth Servmea, Town Building Departmwta, DBC, FEMA, ale. Verify ell wndiHova, codes, avd requhemenNs with such ¢gevcies prior to covsWe[iov. 871-2005 DRAWN W. CHECKED Iso 1/4"= 1'-0" aTE 06-21-05 REV: 07-24-05 09-09-05 03-08-07 SHEEP 1018: SECOND FLOOR PLAN/ SECOND FLOOR REFLECTIVE CEILING PLAN SHEET NO: 14 OF 20 CONTINUOUS RIDGE VENT 2x12 RIDGE BEAM /x 2x6 COLLAR TIES - 16" oc. 2x10-16 oc RAFTERS 10' -Y4" COX ROOF SHEATHING 15# FELT YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-48" oc HANGERS 2x6 / 2x4 STRONG BACK CRICKET NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CONTINUOUS RIDGE VENT 2x12 RIDGE BEAM 2x6 COLLAR TIES - 16" oc. 2x10-16 oc RAFTERS %" COX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x4-48" oc HANGERS 24 / 2x4 STRONG BACK * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG -TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. j ATTIC PROVIDE HANDRAIL AS PER RESIDENTIAL CODE ATTIC OF NEW YORK STATE 2x4—KNEEWALL 2.4—KNEEIWALL 03-08-07 13'4 LVL FLUSH SH GIRDER RAFTER STRAPPING (SEE DETAIL) -Y COX ' CDX RAFTER STRAPPING (SEE DETAIL) 7 35" COX 1%x11%" LVL (2) 11%' LVL RUSH BM. _� 2x8 RAFTER PLATE', 2x8 RAFTER PLATE FLUSH GIRDER 2x8 RAFTER PLATE', 2x8 RAFTER PLATE W140 x 11 /s' - 16" oc.ISM W140 1 2%' - 1fi" oc. )¢" ANCHOR BOLTS (SEE DETAILS) W140 x 113b" - 16" oc. W140 x 11:6" - 16" oc. " ANCHOR BOLTS (SEE DETAILS) 1x8 FASCIA R-30 INSULATION 1x8 FASCIA -30 INSULATION 1-16" II VENTED SOFFIT�16" VENTED SOFFIT if (CERTAINTEED VINAYL BEADED SOFFIT) (CERTAINTEED VINYL BEADED SOFFIT GUEST BEDROOM CL CL GUEST BEDROOM 103-08-07 MASTER BEDROOM MSTR 134"x11:6" LVL FLUSH GIRDER — 1-Y4"x11/e LVL FLUSH GIRDER ,I BATH #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"oc. #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"oc. REV: 03-08-07 AND #5REBER ARE TO BE PLACED 16"oc. HORIZONTALLY AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY ADDED STAIRWELL TO ATTIC WITH HANDRAILS AND RAILING a SYSTEM AROUND ATTIC OPENING I CERTAINTEED CEDAR (IMPRESSIONS VINYL SIDING CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING 134"x113j• LVL 3; COX(2) 11%" LVL FLUSH BM. -Y COX =LUSH GIRDER W/(1) $" SHL FLITCH PLATE 11" ICF SYSTEM (SEEDETAILS) - 11" ICF SYSTEM (SEE DETAILS) 6" WI40 x 11,6" - 1ac. 140 x 1 - 16oc X- ANCHOR BOLTS (SEE DETAILS) W140 x 1136" - 16" oc. W140 x 11%" - 16" oc. )j" ANCHOR BOLTS (SEE DETAILS) LR -30 INSULATION l -Y, x117,6" LVL FLUSH GIRDER LR -30 INSULATION I 1%"xll%" LVL FLUSH GIRDER 9 #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"oc. #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0'11. * INDICATES THAT THIS UNIT IS PROVIDING EGRESS AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY .GREAT GREAT FOR THE HABITABLE SPACE IT IS LOCATED IN. ROOM I ROOMKITCHEN i PANTRY CLOSET LAUNDRY — CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING �— CERTAINTEED CEDAR IMPRESSIONS VINYL SIDING MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" 13i xS14" LVL 3'; COX 13'l'x9Yy' LVL FLUSH GIRDER 3r COX MIN. PLATE SPLICE ON WALLS PARALLEL FLUSH GIRDER — 11" ICF SYSTEM (SEE DETAILS) 11" OF SYSTEM (SEE DETAILS) TO RIDGE IS 5'-0" 140 - 16 C. )h" ANCHOR BOLTS (SEE DETAILS) W140 x 9X-- 16 oc. J¢" ANCHOR BOLTS (SEE DETAILS) x (2) 1-3/4'x 9-172'� (2) 1-3/4•x 9-1/2' 13i"x0)¢" LVL FLUSH GIRDER R-30 INSULATION LVL GIflDER 13'4"xB>¢" LVL FLUSH GIRDER MIN. OF DBL JACK AND DBL KING STUD ON LVL GIRDER LN. GIRDER R-30 INSULATION ALL EXT. WINDOWS AND DOORS. 3)2" DIA STEEL COLUMN ICF WATERPROOFING SYSTEM 3)f• DIA STEEL COLUMN ON — ICF WATERPROOFING SYSTEM NOTE: BASEMENT 2'-0" x 2 0" x 1'-0• 13" ICE SYSTEM (SEE DETAILS) BASEMENT 2'-0" x 2'-0• x 1'-0' 13" ICF SYSTEM (SEE DETAILS) VERIFY LOCATION OF STRONG -TIE ROD SYSTEM 11 GONG. FTG (TYP) 1 is CONC. FTG (TYP.) (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) #5 REBAR ARE TO BE PLACED VERTICALLY 4'-0"o D. #5 REBAR ARE TO BE PLACED VERTICALLY 4'-O"oc' NOTE: AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY 7 AND #5 REBER ARE TO BE PLACED 16"oc. HORIZONTALLY ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO LIU HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED 4" CONC. SLAB 4" CONC. SLAB AMOUNT CALCULATED FOR EACH CASE. (4)#5 REBAR L.W. AND (4)#5 REBAR L.W. AND NOTE: # 5 REBAR 2'-0"o.. S.W. #5 REBAR 2'-0"oc. S.W. WITH #5 VERTICAL REBAR PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS WITH #5 VERTICAL REBAR m 4'-D" REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, m 4'-0' AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) REV: 03-08-07 WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO ADDED STAIRWELL TO ATTIC FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. WITH HANDRAILS AND RAILING SYSTEM AROUND ATTIC OPENING NOTE: CROSS SECTION A CROSS SECTION U CROSS SE I 11 VV B EAST END DRAFTING & DESIGN AND ITS ASSOCIA D EN NOT BEEN RETAINED TO INSURE PROPER INSTALLA ON Q MATERIAL OR WORKMANSHIP PROVIDED TOJOB IXNOTE: PROVIDE MIN. J¢SHEETROCK ON PROVIDE MIN. X2" SHEETROCK ONSWALLS INSIDE HOUSE INCLUDING F ALL WALLS INSIDE HOUSE INCLUDING BASEMENT EXTERIOR WALLS BASEMENT EXTERIOR WALLS © COPYRIGHT 2005 EAST END DESIGN ASSN u ALL FLOOR PLANS AND ELEVATIONS ARE PR UNDER FEDERAL COPYRIGHT LAW. F PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local govenning agencies, such es Suffolk County DepL of Health Services, Town Budding Deparmrents, DEC, FEMA, em. Vcrify all conditions, codes, and requirements with such agencies prior W construction PROJECT N0: 871-2005 DRAWN BY: BDK CHECKED BY 1/4"= 1'-0" BAT 06 -21 -OS REV. 07-24-05 09-09-05 10-19-05 03-08-07 SHEET TRE: CROSS SECTIONS NO: 15 OF 20