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HomeMy WebLinkAbout31301-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31791 Date: 09/08/06 THIS CERTIFIES that the building RECONSTRUCT DWELLING Location of Property: 8740 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 126 Block 5 Lot 2.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 1, 2005 pursuant to which Building Permit No. 31301-Z dated JULY 22, 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 ADDITIONS ALTERATIONS & RECONSTRUCTION OF AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5658 DATED 3/10/05. The certificate is issued to PETER A & JEANINE M WARNS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 106216C 08/03/06 07/12/06 STEPHEN T. KARRASS A horized Signature Form No. 6 � / 0 _ O / _0� / TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Old or Pre-existing Building: Street Date. 511 Lo V to (check one) Hamlet Owner or Owners of Property: T -d�r 1 ff�� [A (� (y uc ✓ vC� ✓�S Suffolk County Tax Map No 1000, Section I l� Block 5 Lot Subdivision Filed Map. Lot: Permit No.0 ( Date of Permit. Applicant: �> �fi LTC0 fAtt�y WC rro Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ I'M. -) 0 In C0--�: 3►7g1 Underwriters Approval: Final Certificate: (check one) 1 0 Applicant Signature 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. 31301 Z Permission is hereby granted to: for : Date JULY 22, 2 PETER A & JEANINE M WARNS PO BOX 1260 MATTITUCK,NY 11952 ADDITIONS TO, ALTERATIONS TO AND RECONSTRUCTION OF AN EXISTING DWELLING AS APPLIED FOR PER TRUSTEE AND ZBA APPROVALS AS APPLIED FOR at premises located at O GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 126 Block 0005 Lot No. 002.001 pursuant to application dated JULY 1, 2005 and approved by the Building Inspector to expire on JANUARY 22, 2 Fee $ 1,411.80 ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/7/2006 375 Dunton Avenue 106216C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Peter Warns Street: 8740 Peconic Bay Boulevard Village: Laurel Zip: 11958 Town: Southold Section: Block: Lot: Contractor: Brite Star Electric Lic. # 3398-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor X Indoor Al Basement ❑ Hot Tub G Residential ❑ Det. Garage ❑ Attic[K] Oven 2nd Floor[K] Microwaves Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 95 81 99 9 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 20 2 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 6 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 300 1 Xx / 1 Bldg. Permit: ,finer equipmeni 2- 150 Amp Panel, Sub Zero, 20 Amp A/C Disconnect, 3- 15 Amp Air Handlers, 30 Amp 4/C Disconnect, 40 Amp A/C Disconnect, 60 4mo A/C Disconnect Hugo & Surdi President Rough Inspection: 05/10/2006 Inspector: Dennis Brandi Final Inspection: 08/03/2006 Inspector: Dennis Brandi This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 21,36 Owner: U)4e M S , c 1 (please print) Plumber: >e� \ . c. ry c, SS (please print) lead. Date:� (Z IO (v Fax (631)765-1823 Telephone (631) 765-1F I certify that the solder used in the water supply system contains less than 2/10 of I% Sworn to before me this12L day of 20-1:l- (0 Notary Public, County (Plumbers Signature) MARY A. FOOTE Notary Public, State of New York No.0IF05085632 Qualified in Suffolk County Commission Expires September Y942z)? 05/09/2005 23:31 6317659064 ZBA PAGE 02 e � � APPEA]_S BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.nc)rthf'ork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold NY 11971-0959 ice Town Annex /First Floor, North Font Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD 11; L1SH,ni Tel. (631.) 765.1809 • Fax (631) 765-9064 APR 1 52005 FINDINGS, DELIBERATIONS AND DETERMINATION Q MEETING OF MARCH 10, 2005 erk outhold Town J ZB Ref. 5658 — PETER WARNS Property Location: 8740 Peconic Bay Boulevard, Laurel CTM 126-5-2.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 31,450 sq. ft. parcel has 75 feet along the south side of Peconic Bay Boulevard and 97.02 feet along Peconic Bay, in Laurel. The property is improved with a 1-1/2 story, single-family dwelling. BASIS OF APPLICATION: Building Department's September 20, 2004 Notice of Disapproval, citing Sections 242A, 100-239.4B, and 100-244 in its denial of a building permit to construct additions and alterations to the existing single-family dwelling. The reasons stated by the Building Department are that: (1) there will be an increase in the degree of nonconformance with a proposed single side yard at less than the code required 15 feet; and (2) the setback from the bulkhead is less than 75 feet. It is also noted that the total side yards are shown at 29.9 feet 3.5 feet, for a total of 33.4 feet instead of the code -required 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 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: The applicant wishes to construct a second -story addition with alterations to the existing dwelling as shown on the survey prepared by Daniel P. Jedlicka dated 7/13/98, with overlay diagram. The second -story addition will be 64 feet from the bulkhead at its closest point, 3.5 feet from the south/west side yard at its closest point, and 4.1 feet on the opposite south/west comer for the second -story addition. The total side yards will be 29.9 feet and 3.5 feet, or 33.4 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 05/09/2005 23:31 6317659064 ZBA PAGE 03 Pap 2 - March 10, 2005 ZB Ref. 5658 - Peter Wams CTM ID: 126.5.2.1 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The home is presently 64.357 feet from the bulkhead, measured from the most southeast comer of the building, and 3.5 feet from the south/west side. The neighborhood consists of lots with variable, narrow widths and containing two- story buildings with nonconforming side yards similar to the applicant's request. The total yard areas will exceed the code required The easterly yard area will remain unobstructed for a width of at least 29 feet, and the addition is proposed over the existing first floor area, presently 3.1 and 4.1 feet from the westerly side property line, without creating a new nonconforming setback. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the applicant wishes to retain the existing first area of the home and to build up, as well as expanding to the east side with a side yard of 29 feet. 3. The variances granted are substantial. The code requires a minimum of 15 feet on a single side yard, and the relief results a 76% reduction of this requirement. The total side yards will be 33.4 feet, for a 1.6 ft. reduction, or 4.28% less than the code required 35 feet. The bulkhead setback will be a 10.7 ft. reduction, or 14% less than the code required 75 feet. 4. The difficulty was self-created and is related to the need for additional floor area, with a plan that was designed to take advantage of the existing first floor area of the home which does not conform to the code's setback requirements. S. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second -story addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 257-B, motion was offered by Member Goehringer, seconded by Member Simon, and duly carried, to GRANT the variances as applied for, as shown on the sketch of construction details, and survey diagram with overlay, prepared by Daniel P. Jedlicka dated 7/13/98. 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 Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5 Ruth D. Oliva, Chairwoman 4/14/05 Approved for Filing James F. King, President o��,oF S0 Jill M. Doherty, Vice -President .` Peggy A. Dickerson 1� Dave Bergen 0.2 John Holzapfel Q i� ��COIItITV ��� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone(631)765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0143C Date August 21, 2006 THIS CERTIFIES that the renovation to the existing dwelling with gutters & dryweils At 8740 Peconic Bay Blvd., Laurel Suffolk County Tax Map # 126-5-2.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/9/05 pursuant to which Trustees Permit # 6117 Dated 4/20/05 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for renovations to the existing dwelling with gutters & drywells The certificate is issued to PETER WARNS owner of the aforesaid property. Authorized Signature 2 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Date: May 15, 2006 Re: Insulation Inspection Peter Warn 8740 Peconic Bay Blvd. Laurel, NY Permit#31301 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. Date: May 3, 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Re: Framing/Plumbing/Strapping Inspection Warn 8740 Peconic Bay Blvd Laurel, NY Permit # 31301 To Whom It May Concern: After a Framing, Strapping inspection was performed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A Plumbing Inspection was also performed on this structure with a pressure test on the copper and the vent stack being filled with water to the roof. Any other questions please call. )eerkoski JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Re: First/Second Foundation Inspections Peter Warns 8740 Peconic Bay Blvd. Laurel, NY To Whom It May Concern: A First and Second Foundation inspection was preformed at the above-mentioned construction site, the foundation was built as per plan, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. �erkoski CERTIFICATION JAMES J. DEERKOSK19 P.E. Deer Road Mattituck, New York 11952 (631)298-7116 License No.072502 June 27, 2005 Building Department of the Town of Southold 53095 Main Road Southold, New York 11971 Re: Peter Warns Premises: 8740 Peconic Bay Boulevard, Laurel, New York 1000-126.00-05.00-002.001 The undersigned has reviewed Building Plans for above referenced property of Peter Warns made by East End Design Associates LLC last dated June 21, 2005, and I hereby certify that the existing septic system is of sufficient size to handle the additional waste generated thereby. IMUT W yours, OB/16/2005 09:55 6312984211 WILLIAM C GOGGINS PC PAGE 03 Board Of Southold Town Trustees SOUTHOLD. NEW YORK PERMIT NO....�.�.I.7........ DATE:... Apzil 20, .2005 ISSUED TOPEIER WARNS ...._.... :F .. Pursuant to the provisions of Chapter 615 of the Laws of the. State of New York, 1893; and Chaptor 404 of flee Laws of the State of New York 1952; and As Southold Town Ordinance en• ti4led ."RE6uLATWO AND THE :PLAgNG. OF .OBSTRUCTIONS IN: AND ON TOWN WATERS AND PUBLIC- LANDS and'-Ae REMOVAL OF SAND, GRAVEL, OR OTHER MATERIALS -ROM LANDS _UNDER TOWW WATERS w and in accordance wifh'the Resolution of The Board adopted at a meeting held on _Aril,: 20. 2005 , and in eoniideration of the sum of paid by Peter Warns ......._...--•--.........._-------........._ _..._...... ..._.... _.............. _-KL ...-----__.........- of ............ , Laurel N. Y. and. subject to, the ............ Terms and Conditions listed on the reverse sale hereof, l S,,}hot Towsi Trustees authorizes and rmits the following: Wetland Yerm�t to renovate the existinrdwelling on the existing footprint, with the condition drywels and gutters are installed to contain the roof run-off, and -all as depicted on the s rveyy p red by Daniel P. Jedieka received in our of€ic on Ju�y.LH,, UBS. a in accordance with the def ailed specifications as presented in .the originafing application. IN WITNESS WHEREOF, The said Board of Trusfees here- by causes ifs Corporate Seal to be affhod. and these pprosessts to W subscribed by a majority of the Said Board .as of this date. . Tnriear — 13°1 ;,7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: o k- . DATE ���� ��� INSPECTOR 3)3o) 7 -- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING( < FINAL [ ] FIREPLACE A CHIMNEY[ ]\FIRE SAFETY INSPECTION REMARKS:a34 4- <4,4� , L /2 DATE 0�3 _ INSPECTOR 313 0 C z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING ['FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: aA� o -t4 0 vlU-a, la. GSL d �ti DATE FOR i , ��� , FIELD INSPECtION REPORT DATE COMMENTS W � - - -- - - - W - FOUNDATION (1ST) �o n r/�✓'T�" O u ------------------------------------- FOUNDATION (2ND) -� - z � o ROUGH FRAMING & PLUMBING - - - INSULATION PER N. Y. �y STATE ENERGY CODE - - - _ - - -- - FINAL Ai ADDITIONAL COMMENTS o -.40z m o g - 0 ro y 4 _ TOWN OF SOUTHOLD PROPERTY RECORD CARD 11_6 - OWNER STREET Lf ;'" J VILLAGE DIST. SUB. LOT j� a ZaC �4er 141-+2an� ne� v✓1 e 'PCo/v/C $p BLVD Xj"(✓4/v t., // �, , / FORMER OWNER ).'lC� rnQ�'v�dl_ --A - ca!3 lJ 7 of N S E ACR. 31 l� W TYPE OF BUILDING ZES.`o JVL. SEAS. FARM COMM. CB. MISC. Mkt. Value n LAND IMP. TOTAL DATE REMARKS a o 00 b y L4 6 a a 9%y/71 7k* s,) 6r. fo M goqq by W; it Catty ieTrj 3 ® 00 600cl L 0 c)4 o Ca 9- A4. Ao 40 J. M, 6boi-4-#45c�r7rro 310 'f oo 7300 j M., 3,D d _ t1 Awoc -i. N 3too 1 Zo©P� ?jOo 2 - 0003D-' _ 3 C) 2- 310 14 6mo 1 2 7 2cAW G -E:, . 3 -4q f AGE o Hoc�COE BUI I G C NDII Lm©I 3 - L i7a - * k y4ir'n5 a- a) -f'- N I N RMAL n i- W `AB V SIS 9 P� "- Cons Ve-34r (cir ;ate Nor te: FARM 31 Acre >t is oo Value Per A e V 1 Z As rce+..d KRto`xrvN.aS ('OE Tillable 1 Tillable 2 l rillable 3 Moodland swampland FRONTAGE ON WATER 00 p 0 _ Q 3rushland FRONTAGE ON ROAD -louse Plot DEPTH 2,50 0 - ... BULKHEAD rota) DOCK • 4 BRIO SOUTHOLD PROPERTY --- -- OWNER - - STREET - VILLAGE DIST. SUB. LOT ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL w \ TOWN OF soVTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING JDEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3/30/2, Check Septic Form N.Y.S.D.E.C. 7 / Trustees Examined Z 20 Contact: % F -A-6, ENP bFStCtrl rtsW- LLC, Approved +yz 20 ) Mailto: ' ?.O, I3o,-- /67S;- Disapproved a/ KY. Phone: (� 11- 96S- /862 Expiration 20 �Y 15 2004 APPLICATION FOR BUILDING PERMIT Date 09 -1`( , 20 d� 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. E71)'Hi ENI pe-SKVA ASSOC- LLC. Signature of applicant or name, if a corporation) P. O . r Ito 7S Sup t4oL-6 NY, fT?1 (Mailing address of applicant) State whether applicant is owner, lessee<agentxirchitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If (As on the tax roll or latest signature of duly authorized officer (Name b(d title of corporate officer) Builders License No. NA Plumbers License No. NA Electricians License No. NSA Other Trade's License No. N A of land on House Street will be done: .A,( Zitib Hamlet County Tax Map No. 1000 Section 12(o Block S Lot Subdivision A, L, 6-0 W rJS Filed Map No. 2 ( h kwt , PIQ Lai?, (Name) h..I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _ JfiESi OE -X" SI N21e- Fa�.,(V bWel (, j b. Intended use and occupancyIZFsI bErr, 14 - S I..kw FRMS1 N viel� va 3. Nature of work (check which applicable): New Building Addition t% Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 250 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3`3� 5 Rear 3 �ii�-S Depth Height _ Zq' —16 R(bc,E Number of Stories / L Dimensions of ?ame structure with alterations or additions: Front SY y Rear Y5`0" Depth ,S -V-0" Heighttc Z&,-Y*Tv RILL E Number of Stories / %2- 8. Dimensions of entire new construction: Front SY Y" ear YS`0 ` Depth Sy 0" Height i 26' Y"'i a iZtb(j Number of Stories f %Z 9. Size of lot: Front %S 00 Rear C/% 02 Depth 57-f. 06 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 of premises relri— W KZ*kS Address Phone No. Name of Architect F_Rs% ENA tsRft► K /+ssoe Addressf.o $c, 105f Soy; Korb Phone No 765- / $ b Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES C NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_CX NO * 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 OF ) 'RR ki �> , k<E: H L— being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Swp? to before me t tt day of Notary Public, State Of New VA No. OID06095328, Sdfolk quoV Term Expires Job 7, 20 1Y I f` S' tore of Applicant BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / 12-1q APPLICANT: DATE SUBMITTED: °-`� / /( s- SCTM# DISTRICT: 1,000, SECTION: IQ(, , BLOCK: 0:� , LOT: c>-)• I SUBDIVISION: A ADDRESS:S:aAc)� c()n Tn �;R(y, CITY: K M ZONING DISTRICT: CONFORMING? i BUILDING PERMITS OPEN/EXPIRED: PRE CO- Y OR N BP BP -Z / C/0 Z- , INFO BP _ Z / C/0 Z- , INFO - . -Z / C/0 Z- , INFO -SINGLE & SEPARATE CERTIFICATION -REQUIRED / NOTES: LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: 4b"- ACT. LOT SIZE: 31,46 REQ. LOT COV. c%). ACT. LOT COV. REQ. FRONT 4v PROP. FRONT / REQ SIDE 1� !3 ACT. SIDE 3.'� J✓ REQ. REAR Th PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: AM 1INLE -7)) T -T -J) ESTIMATED PROJECT COST: ARCHITECT/EN &-Pi- WATER FRONT? L{E;S DESCRIPTION:'CoG���c�� (rPANEL # FLOOD ZONE: BULKHEAD? �/_,�,� DISTANCE? o�— APPROVALS REOUIRED SUFFOLK COUNTY HEALTH DEPT: YES or OBED #): DTE: /_/_ PERMIT #: TOWN SEPTIC RECEIPT: Y or S r PTIC CERTIFICATIOX. !Y -r N � NEW YORK STATE DEC: PRE -DEC 9/1/_ or NO Q-S-��`� DTE: /_/ PERMIT #: SOUTHOLD TOWN TRUSTEES:) J�lr NO c,,v— DTE: t{ / 2y PERMIT #: TOWN ZONING BOARD APPROVALS or NO DTE: PERMIT #:6� TOWN PLAN. BOARD APPROVAL: YES or M DTE //_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or ZOD NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO 1 1 NOTES: 44 FEE STRUCTURE: FOUNDATION: 1560 SF FIRST FLOOR: �,�j SF SECOND FLOOR: SF OTHER: SF INIT TOTAL: SF FEE 1. (,, - SF)- (16 �?% SF)= v SF X $30 =$ I Z6I $� +$ 15� +$ 2. (' SF)- (SF)= SFX $ =$ +$ +$ OTHER TOTAL FEE FEE I $0 3.( SF)- SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N _ DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N GIRDERS: Y/N ROOF RAFTERS: Y/N WIND: Y/N TOTAL COMPLIENCE? YIN (RETURN TO PAGE ONE) FORM N0: 3 NOTICE OF DISAPPROVAL DATE: September 20, 2004 TO: East End Design Associates A/C Peter Warns 5130 Main Bayview Road Southold, NY 11971 Please take notice that your application dated September 15, 2043 For permit for additions and alterations to an existing single family dwelling at Location of property 8740 Peconic Bay Blvd., Laurel County Tax Map No. 1000 -Section 126 Block 5 Lot 2.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non -conforming 31,450 square foot lot in the R-40 District is not permitted pursuant to Article XXIV Section 100-242A which states,• "Nothing in this article shall be deemed to prevenf the -remodeling reconstruction or enlargement of a non -conforming building containing a conforming use provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings," The existing single-family dwelling has a single side yard setback of +/- 3.5 feet Following the proposed addition, the single-family dwelling will maintain that setback Pursuant to the ZBA's interpretation in Walz (#5309) such additions and alterations will thus constitute an increase in the degree of non-conformance. Therefore, the proposed construction is not permitted pursuant to Article XXIV Section 100-244 which states that non -conforming lots measuring between 20,000 square feet and 39,999 square feet in total size, require a minimum single side yard setback of 15 feet In addition, the proposed construction is not permitted pursuant to Article XXIII Section 100 239 4B which states; "All buildings located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed co ion represents a +/- 64 foot setback from the existi Damon Rallis, Permit Examiner New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 - FAX: (631) 444-0360 Website: www.dec.state.ny.us IJ LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT v Denise M. Sheehan Acting Commissioner Peter Warns June 1, 2005 8740 Peconic Bay Boulevard Laurel, NY 11948 Re: Application #1-4738-03476/00001 Warns Property, 8740 Peconic Bay Boulevard, Laurel, NY S.C.T.M. #1000-126-5-2.1 Dear Mr. Warns: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the pre-existing (prior to 8/20/77) bulkhead which is more than 100 feet in length, as seen on the aerial photograph (exposure 67-1911 dated 6 APR 76) obtained from AeroGraphics Corp., is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, '06��. Mark Carrara Deputy Permit Administrator cc: William Goggins MHP file (kaf) APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 10, 2005 ZB Ref. 5658 — PETER WARNS Property Location: 8740 Peconic Bay Boulevard, Laurel CTM 126-5-2.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 31,450 sq. ft. parcel has 75 feet along the south side of Peconic Bay Boulevard and 97.02 feet along Peconic Bay, in Laurel. The property is improved with a 1-1/2 story, single-family dwelling. BASIS OF APPLICATION: Building Department's September 20, 2004 Notice of Disapproval, citing Sections 242A, 100-239.46, and 100-244 in its denial of a building permit to construct additions and alterations to the existing single-family dwelling. The reasons stated by the Building Department are that: (1) there will be an increase in the degree of nonconformance with a proposed single side yard at less than the code required 15 feet; and (2) the setback from the bulkhead is less than 75 feet. It is also noted that the total side yards are shown at 29.9 feet 3.5 feet, for a total of 33.4 feet instead of the code -required 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 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: The applicant wishes to construct a second -story addition with alterations to the existing dwelling as shown on the survey prepared by Daniel P. Jedlicka dated 7/13/98, with overlay diagram. The second -story addition will be 64 feet from the bulkhead at its closest point, 3.5 feet from the south/west side yard at its closest point, and 4.1 feet on the opposite south/west corner for the second -story addition. The total side yards will be 29.9 feet and 3.5 feet, or 33.4 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2 — March 10, 2005 Z8 Ref. 5658 — Peter Warns CTM ID: 126-5-2.1 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The home is presently 64.357 feet from the bulkhead, measured from the most southeast corner of the building, and 3.5 feet from the south/west side. The neighborhood consists of lots with variable, narrow widths and containing two- story buildings with nonconforming side yards similar to the applicant's request. The total yard areas will exceed the code required The easterly yard area will remain unobstructed for a width of at least 29 feet, and the addition is proposed over the existing first floor area, presently 3.1 and 4.1 feet from the westerly side property line, without creating a new nonconforming setback. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the applicant wishes to retain the existing first area of the home and to build up, as well as expanding to the east side with a side yard of 29 feet. 3. The variances granted are substantial. The code requires a minimum of 15 feet on a single side yard, and the relief results a 76% reduction of this requirement. The total side yards will be 33.4 feet, for a 1.6 ft. reduction, or 4.28% less than the code required 35 feet. The bulkhead setback will be a 10.7 ft. reduction, or 14% less than the code required 75 feet. 4. The difficulty was self-created and is related to the need for additional floor area, with a plan that was designed to take advantage of the existing first floor area of the home which does not conform to the code's setback requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second -story addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Simon, and duly carried, to GRANT the variances as applied for, as shown on the sketch of construction details, and survey diagram with overlay, prepared by Daniel P. Jedlicka dated 7/13/98. 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 Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5- Ruth D. Oliva, Chairwoman 4/14/05 Approved for Filing UNDER CONSTRUCTION SURVEY m z W CL ih I� PMLors 0 04. - W ( DEED) _ CERTIFIED TO: PETER WARNS N33- ---� GRAVEL DWY� \ \ \\ \ 224.2 \� \ \ J GARAGE ` 118.0'/ 1 50.1' O O X5.0' &0L/ G LOT 1 S 26 - 21'- 20" E FILE NO. 1000 - 126 - 5 - 2.1 SCALE: 1 " = 40' 374 DEED 353.20' F.M. 3.5' 4. DATE:12 / 17 / 2005 BULKHEAD 374' DEED 364.80' F.M. ml°rl 15 '(Dl, -31301 SURVEY OF: PART OF LOT 2 MAP OF: PROPERTY OF A. L. DOWNS SITUATEAT.• LAUREL TOWN OF SOUTHOLD. SUFFOLK CO. NEW YORK FILED 8/14(1929 MAP NO. 21 SCTM NO. 1000 -126 - 5 - 2.1 DANIEL P. JEDLICKA PROFESSIONAL LAND SURVEYOR 144 OAKWOOD AVENUE BAYPORT, NEW YORK 11705 (631) 472-4243 N.Y. S. LIC. NO. 50098 _- DANIEL P. JEDLICKA PROFESSIONAL LAND SURVEYOR 144 OAKWOOD AVENUE BAYPORT, NEW YORK 11705 (631) 472-4243 N.Y. S. LIC. NO. 50098 FINAL SURVEY CERTIFIED TO: PETER WARNS SURVEY OF: PART OF LOT 2 MAP OF: PROPERTY OF A. L. DOWNS SITUATE AT LAUREL TOWN OF SOUTHOLD. SUFFOLK CO. NEW YORK FILED 8/14,/1929 MAP NO.21 SCTM NO. 1000 -126 - 5 - 2.1 374 DEED � 363,20' F.M. PYVLOT 2 WAARVOMORCERTEM010ABAMMOT 0 N �o OP - yy ( DEED) _ �, tMoetortow�c urnrtW _ WnOD Q, 61661MNBNO AMGU RAM MYPOLE OM m $ — — BULKHEAD LOGnGiMSARENOTOLIAR�WfEED — GRAVEL DVW \�— neormra awsarar►pRope FAOM iMESTRUCitWiE8 m neFaav�xrY 224.2 \ PI�ITFDRM U NOr ne Q \ b Z ERB= 0FsEhVM ME AMW MOU4 Fool$ m �\ ooM� P I a, ram io�w V AW OT#M � to elm o�Nos HL" _ wie,OO O a O g 54.6' GARAGE ` 2150'/ rsnae io e� U 50.1' p OADMONS y d 5. 5 7- 1 0' COT i Ww'mp"wp 3 5 4.1 374' DEED TM 70S 26f 21'- 20"E 364.80'F.0 ViAW 0812112006 FINAL SURVEY FILE NO. 1000 -126 - 5 - 2.1 SCALE: 1 " = 40' DATE:12 / 17 / 2005 DANIEL P. JEDLICKA PROFESSIONAL LAND SURVEYOR 144 OAKWOOD AVENUE BAYPORT, NEW YORK 11705 (631) 472-4243 N.Y. S. LIC. NO. 50098 J m 0 U 0 U Lu a_ S1GS6F� R \� 0 r, M Q0 ti 04' - W i I DEED ) SURVEY OF: PART OF LOT 2 MAP OF: PROPERTY OF A. L. DOWNS SI TUA TE A T- LAUREL TOWN OF SOUTHOLD. SUFFOLK CO. NEW YORK FILED 8/14/1929 MAP NO. 21 SCTM NO. 1000 - 126 - 5 - 2.1 374 DEED 353.20' F.M. o F= P/O LOT 2 GRAVEL 4J ti W (13.48)T.F. 54.6' �o (13.50) T.F. EXISTING C:) GARAGE Bch 50.1 z 5.0' 5.0 0 S26 -21'-20"E (13.49) T.its�., --� 29. (13.50) T.F. 0 LOT COVERED WOOD — K PLATFORM GUARANTEES OR CFRTIFIGATIOiVS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES EASEMENTS NOT .SHOWN AND UTILITY POLE LOCATIONS ARE VOT GUARANTEED. THE OFFSET DIMENSIONS SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE THEREFORE ARE ,`SOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS,PLANTING AREAS, ADDITION TO BUILDINGS AND OTHER CON='TRUCTION. N o N WOOD 0 BULKHEAD (� NEW \ SCREENED PORCH � NEW COVERED PORCH \ 6 .35 �.7 23 31.81 NEW 1 COVERED � ENTRANCE / EXISTING EXISTING x 'per Lu �— RAM (2) WOOD FRAMED PLATFORM y V TO BE STRUCTURE TO BE TO BE REMOVED REMOVED NEW LANDING RENOVATED WITH NEW ROOFOESIGN CO N PLATFORM LINE ISTING OFRUCTURE U) O � x.8.4' ST14 TO BE REMOVED 3.5' 4.1' 374' DEED 364.80' F.M. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VSECTION CERTIFIED TO. OF THE NEW YORK SOTATEOEDUOCAT ON LAW209 PETER WARNS DANIEL P. t.IEDL1 C/ V . PROFESSIONAL LAND SURVEYOR COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND MMUMM NEW ADDITION 144 OA K WO C:)D AVENUE INK OR EMBOSSED SEAL SHALL NOT BE L=_=- STRUCTURE TO BE REMOVED EXISTING STRUCTURE �q CONSIDERED A TRUE VALID COPY. -- BA YPOR T, NE �' le/ YORK 11705 FILE NO. 1000 - 126 - 5 - 2.1 SCALE:1 " = 20' DATE:7 / 15 / 98 (631) 472-4243 N.Y. S. LIC. NO. 50098 J� BUILDING CONSTRUCTION NOTES: GENERAL: I. All construction work shall comply with the Building Code of New York State, and the American Forest and Paper Association AF & PA Wood Frame Construction Manual VFCM)for One and Two -Family -Famil Dwellings, 2003 SBC High Wind Edition. 2. All work shall comply with the New York State Energy Code. A. It shall be the contractors responsibility to submit the size, design, and type of mechanical systems which will be used in sufficient detail as required by the Building Department. B. Insulate all supply & return ducts and piping as required by code. C. All windows, door sills, openings, etc. shall be caulked and weather shipped. 3. Single and multiple -station smoke alarms. Single and multiple -station smoke alarms shall be installed in the following locations: 1) In each sleeping room. 2) Outside of each separate sleeping area in the immediate vicinity of the bedroom. 3) On each additional story of the dwelling, including basement and cellars but not including craw[ spaces and uninhabitable attics. In dwellings and dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approval. 5. Do not scale drawings. 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any materials, workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of materials and equipment Electrical, Plumbing, Heating, Ventilation, Air Conditioning, or any other system not specifically contained in these drawings. 7. Electric construction is to conform to the National Electric Code, Residential Code of New York State, Building Code of New York State, Bud LIPA. 8. Plumbing is to confurm No the County and Local Health Department requirements, and Residential Code of New York State, Budding Code of New York State. 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State, Building Code of New York State and manufacturers specifications. i e elevated m FEMA required requirements and NYS Code as 10. All electrical and mechanical equipment s [o b q 11 Limitation of Professional Liability: By acceptance and use of these plans the owner / bolder / agent agrees to (knit the liability of East End Design Associates, LLC., and their draftsmen due to neglect, acts of eror, such that the total aggregate liability of East End Design Associates, LLC., and there draftsmen shall not exceed 50% of the total fee for services tendered on this project excluding East End Design Associates, LLC.'s expenses such as blueprint copies, reimbursed fees, etc.. 12. All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconeoucted without written permission - 13. Owner / Contractor must verify any site specific requirements for the construction such as flood zone requirement, ate. 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agepnies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 15. Owner / Contractor must verify all notations and construction specifications and ensure that all construction meets I exceeds the Building Code of New York State, and the American Forest and Paper Association (AF & PA) Wood Frame Construction Manual (WFCM) for One & Two Family Dwellings, 2003 SBC High Wind Edition. 16, Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Department of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all Conditions, codes, and requirements with such agencies prior to construction. 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re -Design. GENERAL. NOTES: CARPENTRY: Provide double joists under all partition walls unless otherwise noted. Provide typical energy comers + interior / partitions. Fireplace - provide support for heanll as required Sill plates are to be 2" x 6" treated 40 year CCA with sill scaler. Provide sill sealer - below termite shield. 2" x 6" - 16" of exterior walls. 2" x 4" - 16" cc interior walls - unless noted otherwise. All wall studs are in be #2 or better Douglas Fir -Larch. All other framing members are to be #2 or better Douglas Fir -Larch or otherwise noted. Provide solid blocking beneath all bearing points. Provide structural metal connectors as required in all conditions as per state and local codes. Openings to have (2) 2 x 10 headers - unless otherwise noted. Lag bolt all steel columns to girders in cellars, crawl spaces and basements. 3/4" cdx subfloor. 1/2" cdx roofsheathing. (5 ply) I/2" Cris exterior wall sheathing Provide fire blocking in all walls and floors as required by state and local codes. CONCRETE: Contractor is to verify soil load bearing capacity prior to construction. Strength of walls = 3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. All footings, foundations, etc. shall rest on undisturbed soil. Footings shall be 48" below finished grade - minimum. All footings, foundations shall be formed. Provide reinforcing buttress' on any wall over 20' long, T-0" below foal grade. (2r-0" x 8" with 3- #5 rebar on 16" x 8" concrete footing) Foundation Waterproofing and Damp proofing -as per section R406 of the State Building Code. ELECTRICAL: Keep boxes 5" minimum from edge of box to rough opening. Electric construction is to conform to die National Electric Code, New York State Building Code, and LIPA. Provide smoke detectors as per state and local codes. PLUMBING: Supply pipes in walls (for toilets) at 3" from plywood. Plumbing is to conform to the county and local health department requirements and New York State Code. At I wall swcks are to ponetrem tonight roof at mar of house whenever possible, spiny w match mof shingle color STRUCTURAL DESIGN 1609.1.1.1 Applicability. The provisions of SSTD 10 and the AF & PA Wood Frame Construction Manua! or One and Tido, Famff Dwellings, SBC High Wind Fdaion area applicable Only f y g. 8 PP Y to buildings located within Exposure A, B or C as defined in Section 1609.4. The provisions shall not apply to building sited on the upper half of an isolated hill, ridge or escarpment meeting the following conditions: 1. The hill, ridge or escarpment is 60 feet (18288 mart or higher if located in exposure B or 30 feet (9144 arl or higher if located in exposure C; 2. The maximum average slope of the hill exceeds 10 percent; and 3. The hill, ridge or escmpmmt is unobstructed upwind by other such topographic features for a distance from the high point of 50 times the height of the hill or I mile (1.61 km), whichever is greater. 1609.1.2 Minimum wind beds. The wind leads used in the design of the main windl-oroe-misting system shall not be less than 10 pounds per square foot (0.479 kN/m2) multiplied by the arca of the building or slructuR projected on a vertical plane normal in the wind direction. In the calculation of design wind leads for components and cladding for buildings, the algebraic sum of the pressures acting on opposite faces shall be taken into account. The design pressure for Components and cladding of buildings shall Pmt be less than 10 pounds per square foal (0.479 kN/m2) acting in either direction normal m the surface. The design fwca for open buildings and other structures shall Pat be less than 10 pounds per square foot (0.479 kN/m2) multiplied by the area Af 1609.13 Anchorage against overturning, uplift and sliding. Structural members and systems, and components and cladding in a building or SWcture shall be o rchored to resist wind - induced overturning, uplift and sliding and to provide continuous load paths fm these forces to the foundation. Where a portion of the resistance to these force is provided by dead load, the dead load shall be taken as the minimum dead load likely to be in place during a design wind event. Where the alternate basic load combinations of Section 16053.2 are used, only two-thirds of the minimum dead load likely to be in place during a design wind event shall be used. 1609.1.4 Protection of openings. In wind huene debris regions, glazing that receives positive external pressure in the Iowa 60 ken I8 288 mm in buildings shall be assumed to be openings Pr ( ) B Wen B unless such glazing is impad resistant or protected with an impact -resistant covering meeting the requirements of anePPapproved impact resisting standard or ASTM E 1996 and of ASTM E 1886 referenced therein as follows: ].Glazed openings located within 30 feet (9144 mm) of grade shall meet the requirements of the Large Missile Test of ASTM E 1996,. 2. Glazed openings located more than 30 feet (9144 mm) above grade shall meet the provisions of the Small Missile Test of ASTM IE 1996. Exceptions: 1. Wood structured panels with a minimmm thickness Of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in ons and two-story buildings. Panels shall be prolan to cover the glazed openings with attachment hardware provided. Attachments shall be desigaad to resist the components and cladding leads determined in accordance with the panivisioos of Section 1609.6.5. Attachment in accordance with Table 1609,1.4 is permitted for' buildings with a mean roof height of 33 fent (10 058 mm) or less where wind spalls do not Coma ed 130 mph. 2. Buildings in Category IV m definedl in Table 1604.5, including production greenhouses as defined in Section 1608.3.3. TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c FASTENER TYPE FASTENER SPACING (intim) Pawl 2Ictal -- noel < s an Pard Panel 8 feet w Pawl _ <2fed span $P- $Pan Deflection (in.) at ._ <4 fere i<6 fee <8 fee 212#6 Wand Snmyv 21rzNtl wood 16 _ 16 ---- 16 112 16 16 9 As. 12 Saews 32,19 15 3a 05 For 51: 1 inch = 25.4 mm, l foot = 304.8 mm,1 pound = 0.454 kg, 1 mile pa hour = 0.44 Cal a. This table is based an a maximum wind speed (3 -second gust) of 130 mph and mean reef height of 33 fee or less. b. Fasteners shall be installed at opposing ends of the woad structural Wei. c. Where screws are attached to masonry or masonry/shaxca, they shall be attached utilizing vibratium-resistant =ell= having a minimum withdrawal capacity of 490 pounds. This APA hurricane shutter design is based on pressures associated with a design wind speed of 120 mph Building codes are currently Ibaing reviewed for possible changes. Before constructing shutters, therefore, d is Important to check with your locml building department for an update on current code requirements. TABLE 1 Minimum Span wlthout Stiffeners All Approx. Weight (I oul Shutter Span (in.) Approximate Panel Approxllmate Maximum Deflection (in.) at Span Weight Shutter 120 mph Design Rating (IbJFL2) Span Wind Speed 10. As. 4e at 15-R Height 32,19 15 3a 05 tlm 2 35 05 4924 24 4e 0R 4ed se Of s TABLE 2 Estimated Deflection at 120 mph Design Wind Speed at 15-R Height for Shutters wire 2 x 4e at 16 Inch" D.C. APA Panel Span Rating Approx. Weight (I oul Shutter Span (in.) 24 36 48 60 72 84 98 ague; 25 02 02 03 0.4 05 08 1 1 40rG1 29 al at 02 02 04 07 11 41124 29 101 02 03 nfi 10. As. 4e 01 0.1 D3 0s o9 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. Figure 12-97 Plywood shutter' anachmem onelmerwood- II IG diligent, walls NOTE The Engineered Wood Association formerly the American PlywuoaAssionallon) WSse"I huIhotrricaane aw Nal present hune Shand desgna for woad -home and masonry holdings. The brochures ore avmlwle .-are at the Engineered Wand Assul.bron webslle at hit I/ www,mrsoOJUrgl w r]m Lcnlm os IMxnry F Tmato 61 EEA­_seriou v, al�,, In j, ," •r,n1a'a ,nli.aTACr I, 'Fw a"o.w 41nr,.im o.a Honnv< P1Nux illrWner Amp S I S" I Caelh con I.r er .:u wu1 0 51"Oeml M,eonry weft FmmAL EnOGENCY MANAREMEW AGENCY Pamig NnmWm RESchech Compliance Certificate Cbadkad Rymwe New York State Energy Conservation Construction Code R rSdm WIlwan Venwn 3.5 Helene le Dem biomass, C Brimful I ilea\I:M1eeklllESbedrrFINAL WARNS ick PRmPC-r I Il OF WARNS RESIDENL'E LOUIS ly sono& STATE. New York HUD 5750 CONSTRUCTION 1 YPh: UalmhrM 1 or 2 Family HEATING TYPF: Non-flmri DATA.: 0612ro5 DAIS OF PI ANS 06-17415 PRO11ol DPSCRIm KIN' WARNS RESIUP.hil NEW SUFFOLK AVE MATTITHl NY 11952 Dr4IONER'CON FRAC I OR. EAS'1 ENDDESIGN ASSOCIATES LLC 5130 MAIN 6AVVIEW RD SOUTHOLD, NY, 11971 PROFECTNOTTS' ALL WINDOWS' 10 BE ANDERSEN HPHLOW h OrASb OR F. IIAI UNITS Wall V ALL F%1T01nn GLA97 D(N)IIS IU BE ANDERSEN HP UNITS WO I I LOW E GLASS O0. e(1UA ACI. Fix 'I'EIIIOx WOOD OR 91EaL DOOR TO RR 1190 RATED COMPLIANCE. I•erx, Moi nun UA -614 Yon H.". UA -625 3.066 BLINY Thin Code, (UA) Ara Crary Cmn ornoor Pounder R-VWYe R -Value 11-Padd UA tenors I: Fiji Celmg to su,wrlows 1362 30.0 00 49 Owing 2: cathedral Poilinp(no M1.) 115 30.0 0.0 le Wall L Wood Frans, 16`13 c 3768 1911 as 171 Wor@m I' Wood FmmcOanble Free who Low£ 610 0.340 207 Window 2: Wmtl I'dow:IM:d,le Pow won Low -E 67 0330 ?I Wit 3: Wood FomeLso.rld, 1'. wish low -E 4 0320 1 W ludnw 4: word Forms unable Pwa xith ruw-E 3 0.290 1 Dom 1 Gf, 137 0.330 72 h3m13 sold 27 0400 11 Fluor l' AWWodlnmclogr0wo Lmormal adi Spucc 1605 i00 00 51 Agri Joi.eTmelrverllmide A'v 63 300 0.0 2 FloorSIWH)nirnae:UnhewN 39 Ian 28 Imwmnr depot ?s COMPOIANCESIAIF.MENI'. The proposed Wilding mpwswlca a the document u uaabwah with die bu imigplmr, npecis anon, ma ober-1 1.1tum aubmrld wren rale permit appnwlwr. n.,aa,med ryssem have been del to meed tlw New York State Enene•Comejonun caneuueuo,Ude misbpmenlr. WlmaRagludd l3e51gn 14ufra,imWRus limped nil mgrwa Ire: page. mar we anmwa mal m we Wry nrnlNuer knuwldJgo, WRg1, ane nmaaallillueamem, rum plow err spxlaewo0l m or wmplfdn calm Jur (Ole Broodur/O.,grd Sf3T¢-S._�1 D 2u,P,-3TtLV- One (51 +�j' REScheck Inspection Checklist New York State Energy Conservation Construction Code RESduriaoRwmr Version 3 5 Releex le DATri all 1,05 PROIPIT TI I Il WARNS RESIDENCE nHg off, I W. I I coal C .. LFlul Cu,hogur SCLaurTmm, R-3011 wviry iuJatlon Caine 2: I 1 2 Coniston CaJwNal Cerling (nn mtld)Jl-3U0avny mu&ood I Cmammu: _ AWvo-Grads With: I I I I Will I', wod yowl he o.c, a-ro a rawly shall cmmrmm womanise: 1 W Idow 1: odd Fane amok I'aa: with Lown. U -Mor U 34U Fa windows winner labeled U-fimpn, dewing fell N Perm Fom.'1YPd-_Thmulnmal JY_[ INo caught I 7 2. Wal 2: Wood Form, Onto. Pane with Law -L, Ibfroe 0330 Fur wndows would uld hWaal U -acorn, dimoul fmwaa I (Para Frame Type _IMmm0rw!( IVal IN. ICommdmu I I I, Wranow l: Word FroncDol Parc wlm Low-E.U-f Ica 0.320 1 Far wblol l wmom IeW1e 11 -film, desedW fuwm. 1 4No. _Fero"lywlThernalleauk?[ Ivey[ ]No urroe r, [ 1 I a. 114: Wood ForroDouble 1'. wrw Law -F, U-Ixmr o 290 Far waodowswahoil Wb IM U fueum, depcnk fwwms: R Pores Fiume I A - TWmml nmak'i [ ] Ym I 1 Nu Coundi Doom: I I 1. Dov I Geri u-rnuwr: n.110 1 Fiamr:m, co _ I I I 3, mm 3,s,InC,u twist a.411u Comicnlr' •loo a: l 1 II Imr 1', All-WrsJ Ia1suT'iwn'f]ver llrmunJramd Spica:, R -)O.0 crviry Iniulwlm cnmlinm' [ ] 2, Phwr 2'All-Wmdlairpl7uv Over UuwWv Air,R-30.0 uv,ry lore&lion Commem 1 l Flndl'blabwJe:Un6uLLW,2 $'ia,ulor,mdapdr, I mummead, Consonants uailoaon videral Ilea in, Womwfilmsikrwe Imre me car turn are dire lar,lr2 itin door m�i I Iwo the aonam of1M1e sob man bodrwlnUy Iia ureal Jiolwln nr2 5 h Fremont Insularnn moor have a hold, upwuc, isomer-r.iamrt pmrem,e covering tat mw,n Js cywwJ (vWvcgrark) Ilaalanm.ndmledr w Wvrl6 w below gral OFFIC Hestin suit Cwllos Plplox nmulwlwa: 1 1 HVAC pro, mnveyin9 Will eborve 105 T or cwlled IIu1Ja below 53 T owl be initialed w it. Ie.he in ratio I loblvl ,lilnlwana rnraashor rsk'Orml r Ckowark, nw Neser FV -a larmiWm I fkoeu of Either 6-s Pipe Siem Hexed Water N,(immlwin Nanmw Caddrours Marruoal Runmd lenmcuret fIU r0 l' U 0125" lm54w2. l2Nu " MAIN os 1.0 Ll -IW 05 ,5 1.0 I S IN 130 os U I os 10 luhla]. Arle/wam I.Wf a T5kareal 11VIC' Mie, Air luWlle: In to I I LLma m Inc@s to r ,u f I Jr... pwmradmr, reit d ohlur wen umml in Jct bulldlog envelope mm aorgaii es Fran 21Ru,au, Vand Los Iddi must Fotoddl IIo,Ing 8',rems 1 1 wedirsallbutrattolb. 13 tYP:IC IMd, err 2l nie,alkW toga m yrpmpnme ubiiglu arwmhly I wort aa5- dmmnce bon dmnmumm newerde.Ira,n-IC rated, the form c m:W terminal wlWu 21111250 IU 3' cl ro me form woulolwn 1.5 _0 Or. Tdnperwo a 110.200 APFRICIVED AS NOTED A VxWrRelaNer. Slwm Gnrdid. (fm feat wuao L 1 Ne aired 011 Jw wont -lo -cal [tae ofall ren-ve I 9 trey wed fmoml reilwm xW&mIon alt , .2�I / V i 313 � DATE: B.P.p 1.5 "o Maleriv& original P I 1 I sheaf ashe National or xvm lbe rnarumenjol, ingallmmni p9 pm• nunucnmw. FEE. lua BY: I I Mmnuh mJ u1 i I mn,rmW wear tarn trona dm lx Meimined w gree n NOTIFY BUILDING DEPA ME I I edmini I Mmwadav wmuehtwww(cad neulmR aw coolWg rqulpmn„lid ser,re water beanng and Ij a," 40 I w^ipl:,ml most W pmv,rld 765-1802 8 AM TO 4 PM FOR THE I I bnrdaum R -odors mil sLm,s aimr acoun be cleart oho -ked room bmlwng pWi al Mecnrarr ou FOLLOWING INSPECTIONS: SOLDER USED IN WATER i I Dr. Wam,fiOe. i FOUNDATION - TWO REQUIRED I I I Supply duma in mranwlawd go. 11outside me beldam, aug be,risdad w R-2. FOR POURED CONCRETE [ 1 R,.Iau Jr,mmmwnawmd case nr mwae me Wdmng moa W,wuamdmn-1 2. ROUGH - FRAMING 5 PLUMBING I I I Supplymg, W magadlJonaa.prem mmc 4 nnWmd,a a-8 V] [ 1 Feel dam In magowtlmr ,order (eve, aaa,nwe).1 Wrowbsedan R-2. 3 INSULATION RETAIN STORM WATER RUNOFFPUhItUANT ficu&Joo is nix d,hid do mmnreau In Wrerne.d 4. FINAL - CONSTRUCTION MUST TO ON 45.1 OC Duo cmidrellme BE COMPLETE FOR C.O. I I All imam, ew„rv. nod dard ao, mol be rdeumly aamd wma odds, Rasta, nm,oe, ALL CONSTRUCTION . SHALL MEET THE Idnmirm),,IwIN-pllr.anWrkd&bid, err ipa Oarl.,arti a,dua e6' REQUIREMENTS OF THE CODES OF NEW I £l",".A Coembi wcldd NW lissome 11. Imillmalnalpmi-it ream on drew YORK STATE. NOT RESPONSIBLE FOR I eyereiag m km uwa 2 to w A. (500 Pr) 1 1 1 D. drill be mppeadd carne a feral or to nadamme will armmium.e, anuoetor, DESIGN OR CONSTRUCTION ERRORS. I 1 I CmWg dude wM cvlmnrinwlmor, mm, M covemW with a vapor, murder I 1 I Air Thor rut: rammer to dm remm Or cyxmm f 1 I The NVACsysam mmr onowdo o now tarhim-. p air and wam, syawm, TampxxHure eaarrn I 1 w an. wennmm cdrollorwmiw s R,w oowRl wJrmnR nere awcc Ramonm 1Prrha, mammonism KI polo or the layout roe CERTIFICATION OF l 1 alemric Stores.. before,siigni. darove dimlaafor was d-ul'und, NAILING & CONNECTIONS j nmplmm: REQ,UJf,P1- I 1 FI,r,]-moa W hnuwGM wW,wghr fiEln.00r-hbraobn nrcplarm doom, I 1 Frrepinw moa W pro.W,W %od w wume ofambuanur air, err rc9mial by and Fireplace uv.anrcnan provisions of W fronso ex l'nde a`Nm York Slate, aw a.fduawl Code IA'nv Yml.Vat, or am New Foot ell) fladjulaw t'ade, as eppbabb. SiSema WmerHndap. rlg Wrodir OR [ ] lNvenlral plpernen mmrluvaalwrr Wp an Who retinue nal miew nnWy nu, OCCUPANCY taeter r mW„n mail nem drip a Is For efa,.hwl., vya... I I lnwlae clmrlNwg nil amer pipes in the hives or Table 1. USE IS UNLAWFUL clydum wavers CERTIFICATE`[ 1 I 1nauWrue cuculelwp hot wast pmlxa le rbc Ice& a rano 1 WITHOUT svimminpll OF OCCUPANCY ( I I All tread monsoon, peon mug lave an omalf limber solos and gout a ewe ammo o.v 21W., I nfinebalbr,cruji ufiamuw-dc'pklablc,ourt<c Pnnl purrip<myuvi:nbme clink. Hestin suit Cwllos Plplox nmulwlwa: 1 1 HVAC pro, mnveyin9 Will eborve 105 T or cwlled IIu1Ja below 53 T owl be initialed w it. Ie.he in ratio I loblvl ,lilnlwana rnraashor rsk'Orml r Ckowark, nw Neser FV -a larmiWm I fkoeu of Either 6-s Pipe Siem Hexed Water N,(immlwin Nanmw Caddrours Marruoal Runmd lenmcuret fIU r0 l' U 0125" lm54w2. l2Nu " MAIN os 1.0 Ll -IW 05 ,5 1.0 I S IN 130 os U I os 10 luhla]. Arle/wam I.Wf a T5kareal 11VIC' Mie, NO9AS TO FIELD o uildilg Delmomm:m Use Ony) UNDERWRITERS CERflRCAAAi° REQUIRED NA SaooP 70>� P Qon4 _. VVI "HCHAPT R"48 a FLOOD DAMAGE PR' `✓ENTION SOUTHOLD TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF S SOUTHOLD TOWN ZBA ,4 SOUTHOLD TOWN PLANNING BOARD MOLD ( S TOWN SOU TRUSTEES A) i N.Y.S. DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORKSTATE. DO NOT PROCEED WITH F11wJ rest. In to I I LLma m Inc@s to r ,u 14*9 Sygem Typos RwnRef I 21Ru,au, Vand Los IIs- w2"15"wV IIo,Ing 8',rems HAS BEEN APPROVED. Luca PmwirtfTampo-ewre 21111250 IU IS 1.5 _0 Or. Tdnperwo a 110.200 Go A l a L5 Slwm Gnrdid. (fm feat wuao Any 1.0 1 U 1.5 "o Combat, syNem O � o � u Chdoad wind, RcfnC , 4055 as a5 0.75 1 a and Ij a," 40 to 1 0 1.5 L5 NO9AS TO FIELD o uildilg Delmomm:m Use Ony) UNDERWRITERS CERflRCAAAi° REQUIRED NA SaooP 70>� P Qon4 _. VVI "HCHAPT R"48 a FLOOD DAMAGE PR' `✓ENTION SOUTHOLD TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF S SOUTHOLD TOWN ZBA ,4 SOUTHOLD TOWN PLANNING BOARD MOLD ( S TOWN SOU TRUSTEES A) i N.Y.S. DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORKSTATE. DO NOT PROCEED WITH \ FRAMING UNTIL SURVEY U3 +if OF FOUNDATION LOCATION HAS BEEN APPROVED. V e PLUMBING Q� $ E ALL PLUMBING WASTE fT1 a & WATER LINES NEED TESTING BEFORE COVERING O is m R 1� O � o � u Ln U PLUMBER CERTIFICATION zn4W p ^ P 0� ON LEAD CONTENT BEFORE ¢ o CERTIFICATE OF OCCUPANCY 0 SOLDER USED IN WATER o SUPPLY' YSTEM CANNOT O 0 EXCEED 2110 OF I% LEAD. V] ' RETAIN STORM WATER RUNOFFPUhItUANT TO ON 45.1 OC {�•j(E fiO�VN 1+UlJE PawrCr No 847-2004 CMA nHa:rt.r rn. 1/4"= 1,_0" Iwo 07-08-04 09-12-04 06- 17-05 06-21-05 SHEET all / GENERAL �> �,•-� NOTES "/" /` ENERGY `I �9p CALCULATION -� jiApr<.r n 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 arc the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is listened exclusuvly to the buyer. Acceptance of these drawings does not authorize the fight to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verily all conditions, codes, and requirements with such agencies prior to construction. 1 011' IS \ U3 +if e Q� $ E a O is m R rn � o � u zn4W Q o o� LWQa PawrCr No 847-2004 CMA nHa:rt.r rn. 1/4"= 1,_0" Iwo 07-08-04 09-12-04 06- 17-05 06-21-05 SHEET all / GENERAL �> �,•-� NOTES "/" /` ENERGY `I �9p CALCULATION -� jiApr<.r n 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 arc the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is listened exclusuvly to the buyer. Acceptance of these drawings does not authorize the fight to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verily all conditions, codes, and requirements with such agencies prior to construction. 1 011' IS SECTION R303 LIGHT, VENTILATION AND HEATING R303.1 Habitable rooms. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent of the floor area 0f such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor ab. Such openings shall be provided with ready access or shall otherwise be readily controllable by the building occupants. The minimum openable arca to the ouhkx rs shall be 4 percent of the floor area being ventilated Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R31 0 and an approved mechanical ventilsdon system is provided capable gjprodming 0.35 air change per hoar in the room or a whole house mechanical v milation system is installed capable of strpplying outdoor ventilation air of 15 cubic feet per minute (efrn) (7.08 IJs) per occupant computed on the basis of two occuparus for the first bedroom and one occupant for each additional bedroom. 2.'Mc glared areas need not be provided in rooms where Exception l above is satisfied and artificial light is provided capable of producing an average illumination q(6 footcandles (6.46 lux) over the arca of the morn at a height of 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 ss a portion of an adjoining room when at least one-half of the area of the common wall is open and unobstructed and providm an opening of not less than one-tenth of the floor area of the interior room but not Ips than 25 square feet (2.32 m2). R3033 Badmorns. Bathroom, water closet eompertmems and other similar moms shall be provided with aggregate glazing area in windows of not less than 3 square feat (0279 m2), ono -half of which must be openable. Exception: The glazed areas shall not be required where artificial fight 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. 8303.4 Stairway illumination. All interim and exterior stairways shall be Provided with a means to illuminWe 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 ofthe stairway. For interior stairs the artificial light sources shall he capable of illuminating treads and landings to levels not less than 10 footcandles (1081x) measured at the center of treads and Isnding . Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top loading of the stairway. Exterior stairways providing access to a basement 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 net required at the top and bottom landing, provided m artificial light source is located directly over each stairway section. 8303.4.1 Light activation. The control for activation of the required interior stairway lighting shall be accessible at the top and bottom of each stairway without traversing any steps. The i0lumination of exterior stairways shaft 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 allay, a a yard or cant located on the same lot as the building. 8303.5.1 Roofed porches. Required glazed openings may face into a roofed porch where the porch abuts a steel, yard or court and the longer side of the porch is at least 65 percent open and unobstructed and the ceiling height is not Ips than 7 feet (2134 mm). R303.6 Required heating When the winter design temperature in Table 111012(1) is below 60°F (16°e), every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68°F (200e) at a point 3 fat (914 mm) above the floor and 2 feet (610 mm) from exterior walls in all habitable rooms at the design temperature. SECTION R304 MINIMUM ROOM AREAS R304.1 Minimum arra. Every dwelling mit shall have at least one habitable room that shall have not less than 120 square feel (11.2 m2) of gross flour area 8304.2 Other rooms. Other habitable moms shall have a floor area of not less than 70 square feat (6.5 m2). Exception: Every kitchen shall have not less than 50 square feet (4.64 m2) of gross floor arra R304.3 Minimum dimensions. Habitable rooms shall not be less Oen 7 fat (2134 mm) in any horizontal dimension. Exception: Kitchens 8304.4 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 flour to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room, except as movided for in Section !305.1. Exception 3. SECTION R305 CEILING HEIGHT !305.1 Minimmn height. Habitable rooms shy have a ailing 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 fed (1219 mm) on center may project not more than 6 inches (152 mm) below the required ceiling height. 2. Stan in basements other than habitable space, may have a ceiling that projects to within 6 feet, 8 inches (2032 mm) of the finished floor; and beams, girders, ducts ur such or other obstructions may project to within 6 fed, 4 inches (1931 mm) of the finished floor. 3 Habitable space in basements may have a ceiling that oroieds to within 7 fed (2134 mm) of the finished floor: and. beams Girders ducts or other obstructions may project to within 4. Not more that 50 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than the reeutred height with no portion of the required floor area less than 5 feet (1524 mm) in height SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 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 (I 119 mm) 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 8310.2. 8310.1.1 Minimum opening area All emergency 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 men). 8310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). 8310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the roam 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 the emergency escape 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 with a vertical depth greater than 44 inches (1118 mm) shall be equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required to comply with Sections R314 and 8315. 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 be spaced not more than 18 inches (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 optening required by Section 8310.1.1. Bulkhead enclosures shall also comply with Section 8314.9. 8310.4 Bars, grills, covers and, screens. Bars, grills, covers, screens or similar devices are permitted to be placed over emerlgeney escape and rescue openings, bulkhead enclosures, or window wells that serve such ophenings, provided the minimum net clear opening size complies with Sections 8310.1-1 to 8:310.1.3, and such devices shall be releasable or removable from the inside without the use ofa key, tool or force greater than that which is required for normal operation of the escape and rescue opening. SECTION R311 EXITS 8311.1 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 fat (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). 8911.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively anchored to the primary structure to 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. 11312.1.1 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. R312.1.2 Landings at doors. There shall be a floor or landing on each side of each exterior doer. 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 for the exterior side ofthe door. The floor or landing at a door shall not be more than 1-12 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 R31 I, the step between the landing at an exterior doorway and the top ofthe threshold shall have a rise not greater than perm itted 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 8313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units horizontal (12.5 -percent slope). 8313.2 Handrails required. Handrails shall be provided on at least one side of all ramps exceeding a slope ofone 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 8315.2. R313.3 Lending required A minimum 3 -foot -by -3 -foot (914 mm by 914 man) 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) on 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 R314.5. R3142 Treads and risers. The maximum riser height shall be 8-1/4" inches (209 mm) and thhe 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 mit vertical in 48 units horizontal (2 -percent slope). The greatest riser height within my flight of stairs shal I not exceed the smallest by more than 318 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). 8314.2.1 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 12 inch (12.7 mm). 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 flinch diameter (102 min) sphere. Exceptions: I. A nosing is not required where the tread depth is a minimum of I I inches (279 mm)I. 2. The opening between adjacent treads is not limited on stairs with a total rise 30 inches (762 mm) or less. 8314.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be less than 6 fat, 8 inches (2032 mm) measured vertically flrom "the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. 2314.4 Winders. Winders aro 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 R315.1 shall be located on the side where the tread is narrower. 2314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means_ of caress from a habitable room. a basement or an attic, provided the minimum tread wiidth shall be 26 inches (660 mm) with each tread having a 7 -112 -inch (190 nm) minimum tread depth at 12 inches (305mm) from the narrow edge. All treads shall be identical, and thee rise shall be no more than 9-1/2 inches (241 mm). A minimum headroom orb feet, 6 inches; (1982 mm) shall be provided. A spiral stair is not permitted to be the only mems of euretss 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 narrows of not less than 11 incites (279 mm) and the minimum depth of my tread shall not be less than 6 inches (152 mmi). Tread depth many walking line, measured a consistent distance from a side of the stairway, shall be uniform as specified in Section R314.7 Illumination. All stairs shall be provided with illumination in accordance with Section 8303.4. R314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 12 -incl[ (12.7 mm) gypsum board. R314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not pan ofthe required building egress and providing access from the outside grade level to the basement shall be exempt from the requirements of Sections R312, R314 and 8315 when the maximum height from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. SECTION R315 HANDRAILS 8315.1 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 net less than 34 inches (864rom) and nes more than 38 inches (965mm). All required handrails shall be continuous the full length of the stairs from a point directly above the top riser of a Oigbt to a point directly above the lowest riser of the Bight. 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 1-112 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 1. 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 crass section dimension Of 2-1/4 inches (57 mm). Type II. Handrails with a perimeter greater than 6-114 inches (160 mart) shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance 374 inch (19 tem) measured vertically from the tallest portion of the profile and achieve a depth of at least 3/16 inch (8mm) within 778 inch below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than /-3/4 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 of2-3/4 inches (70 men). Edges shall have a minimum radius of 0.01 inch ,.25 mm). SECTION R316 GUARDS R316.1 Guards required Porches, balconies or raised floor surfaces located more than 30 inches (762 rom) 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 fire: or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. R31(.2 Guard opening limitations. Required guards on open sides of stairways, raised floor areas, 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 thin 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 nay 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 liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. h+ssdrer ra: 847-2004 caner an 1/4"= 1'-0" _--- 07-08-04 09-12-04 06-17-05 06-21-05 NOTES sorer co: 2 of 18 C8 a C7 h CO3 q EA E ¢�Zw wwA 29 h+ssdrer ra: 847-2004 caner an 1/4"= 1'-0" _--- 07-08-04 09-12-04 06-17-05 06-21-05 NOTES sorer co: 2 of 18 CLIMATIC AND GEOGRAPHIC nF81r.M rOITEG,N PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL FIRE AREA BUILII DIN 21N(u .. RTICAL DISTANCERADE ALL EXT. DECK FRAMING MATERIAL rHEIGHT PLANE TOERAGE 10 HEIGHT UNLIMITED AREA HIGHEST ROOF 3 STORYE = 22-11" AS PER TABLE 503 SECTION 502 OFILDING 10 CODE OFRK ATTICS WITH STORAGE (b,e) STATE. 10 LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA INC PINE g2 AND BETTER 10 DECKS (f) 40 10 (a) WITHOUT STORAGE (b) WITH STORAGE MINIMUM UNIFORM DISTRIBUTED LIVE LOADS USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (0) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 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 21000 - 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 IVE LOADS SHALL BE OR A 300 -POUNDED R THE (FORMLY 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 R5022.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE FOR IT: 1 POUND PER SQUARE INCH + 6.895 kpD (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 THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (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 SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. SHEATHING NOTES: FROM UNING. 6 INCHES FROM OPENING. ALL (AF SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION ANCHORAGE 2 FT & PA) WOOD HEARTH 4 -INCH MINIMUM THICKNESS FOR HEAREXTENSION FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 8 8 INCH FOR FIREPLACE OPENING LESS THAN S REINFORCING nES CLEARANCE 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 shownon 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 WIND BEAM M0WAR CAP= FLUE OK BOND FLUE LINING Ea OROR12C ftEINF[ 22 FT MIN, MASONRY CAP O WALL THICKNESS, N MORTAWITH BIN MIN OSMOKE CHAMBER 421N MIN OVERnGLL REINFORCING \ E FIREBOX WALLTHICKNESS OHEARTH ISLAS THICKNESS VENEERTIE CLEARANCE THERMAL DISTANCE 211N MIN HEARTH EXTENSION FIGURE R1003.1 O LINTEL HEARTH E%TENSION I OTFCOTING WIDTH -A �-FOOTING WIDTH 11\ I FODTINGDEPTH-�� HEARTH 20 IN MIN, BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY - SECTIONAL S10E VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB For SI: Iin6=254miF Ifoot-30H.9mm. FIGURE R1003.1 FIREPLACE AND CHIMNEY DETAILS RESIDENTIAL CODE OF NEW YORK STATE 261 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW CONSTRUCYORK STATE, AND THE TION MANUAL (WFCM) FOR RO ONE AND FOREST FAMILY YDWELLIINGS, ASSOCIATION2001 SBC HUGH W ND 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 stories, and between a top story and the roof space. Fireblocking shall be provided in wood frame construction in the following locations. 1. In concealed spaces of stud walls and partitions, including fibred spaces, at the ceiling and floor levels. Concealed horizontal furred 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 ofthe run. Enclosed spaces under stairs shall comply with Section 8314.8. 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free Passage of flame and products of combustion. 5. For the fireblocking of chimneys and fireplaces, see Section 81001.16. 6. Fireblocking of cornices of 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 -inch (19.8 num) wood strucdual panels with joints backed by 23/32 -inch (19.8 mm) wood structural panels or one thickness of 3/4-incb (19.1 mm) particleboard with joints backed by 3Xinch (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 Unlaced fiberglass. Unlaced 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'"` <I OF REQUIREMENTS FOR' MASONRYIII.FIREPLACES AND CHIMNEYS (a) ITEM LETTER FROM UNING. 6 INCHES FROM OPENING. MORTAR CAP -F� IMIN - REQUIREMENTS 4 INCH MINIMUM THICKNESS FOR HEARTH. OBOND BEAM ANCHORAGE 2 FT HEARTH 4 -INCH MINIMUM THICKNESS FOR HEAREXTENSION Oj HGRQOMAL HEARTH EXTENSION (EACH SIDE OF OPENING) 8 8 INCH FOR FIREPLACE OPENING LESS THAN S REINFORCING nES CLEARANCE - 6 SQUARE FEET. 12 INCHES FOR FIREPLACE OPENING GREATER THAN EQUAL TO 6 SQUARE FEET. 2111.10 10FLMIN. C 16 INCH FOR FIREPLACE OPENING LESSTHAN FIREBOX DIMENSIONS 8 SQUARE FEET. 20 INCHES FOR FIREPLACE OPENING GREATER THAN OR EQUAL TD 6 SQUARE FEET. OH REINFORCING FLASHING _ 20 -INCH MINIMUM FIREBOX DEPTH. 12 -INCH MINIMUM FIREBOX DEPTH FOR RUMFORD FIREPLACE. HEARTH AND HEARTH EXTENSION REINFORCING µCHORSTRAP DETAIL WITH D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. WOOMATE MATERIAL 9 E 10 INCHES SOLID MASONRY OR 6 IVp IN MIN. GROUT INCHES WHERE FIREBRICK LINING IS USED BETIVEEN A IN CONCRETE ANGHORApE 24 IN F 8 INCHES MINIMUM MASONRYµbCLAY FLUE BOLTS EACH STRAP - LINING SMOKE AMBER WALL THICKNESS DIMENSION G 6 INCHES LINED; B INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; WALLS NOT INCLINED MORE THAN FLUE LINER \ 45 DEGREES FROM VERTICAL FOR PREFABRICATED SMOKE CHAMBER UNINGS CLEARANCE OR OR 30 DEGREES FROM VERTICAL FOR CORBELED MASONRY. a IN MIN OHORIZONTAL REINFORCING BE6 EIN_MN. IF TENDING /21N MIN. FREE AIN. MIN. REPLACE FROM �P OFAcnniiu T AIN THICK MASONRY UNITS LINTEL HEARTH E%TENSION I OTFCOTING WIDTH -A �-FOOTING WIDTH 11\ I FODTINGDEPTH-�� HEARTH 20 IN MIN, BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY - SECTIONAL S10E VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB For SI: Iin6=254miF Ifoot-30H.9mm. FIGURE R1003.1 FIREPLACE AND CHIMNEY DETAILS RESIDENTIAL CODE OF NEW YORK STATE 261 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW CONSTRUCYORK STATE, AND THE TION MANUAL (WFCM) FOR RO ONE AND FOREST FAMILY YDWELLIINGS, ASSOCIATION2001 SBC HUGH W ND 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 stories, and between a top story and the roof space. Fireblocking shall be provided in wood frame construction in the following locations. 1. In concealed spaces of stud walls and partitions, including fibred spaces, at the ceiling and floor levels. Concealed horizontal furred 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 ofthe run. Enclosed spaces under stairs shall comply with Section 8314.8. 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free Passage of flame and products of combustion. 5. For the fireblocking of chimneys and fireplaces, see Section 81001.16. 6. Fireblocking of cornices of 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 -inch (19.8 num) wood strucdual panels with joints backed by 23/32 -inch (19.8 mm) wood structural panels or one thickness of 3/4-incb (19.1 mm) particleboard with joints backed by 3Xinch (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 Unlaced fiberglass. Unlaced 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'"` <I OF REQUIREMENTS FOR' MASONRYIII.FIREPLACES AND CHIMNEYS (a) ITEM LETTER FROM UNING. 6 INCHES FROM OPENING. 2111.11 HEARTH AND HEARTHE%TENSION THICKNESS A REQUIREMENTS 4 INCH MINIMUM THICKNESS FOR HEARTH. SECT( S 3/16 INCH BY 1 INCH HEARTH 4 -INCH MINIMUM THICKNESS FOR HEAREXTENSION HEARTH EXTENSION (EACH SIDE OF OPENING) 8 8 INCH FOR FIREPLACE OPENING LESS THAN S 2111.9 TWO 1/2 -INCH DIAMETER 2113.4.1 6 SQUARE FEET. 12 INCHES FOR FIREPLACE OPENING GREATER THAN EQUAL TO 6 SQUARE FEET. 2111.10 HEARTH EXTENSION (FRONT OF OPENING) C 16 INCH FOR FIREPLACE OPENING LESSTHAN FIREBOX DIMENSIONS 8 SQUARE FEET. 20 INCHES FOR FIREPLACE OPENING GREATER THAN OR EQUAL TD 6 SQUARE FEET. 2111.10 _ 20 -INCH MINIMUM FIREBOX DEPTH. 12 -INCH MINIMUM FIREBOX DEPTH FOR RUMFORD FIREPLACE. HEARTH AND HEARTH EXTENSION REINFORCING 2111.6 D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. THICKNESS OF WALL OF FIREBO%2111'9 E 10 INCHES SOLID MASONRY OR 6 INCHES WHERE FIREBRICK LINING IS USED DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111.5 2111.7 SMOKE AMBER WALL THICKNESS DIMENSION G 6 INCHES LINED; B INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; WALLS NOT INCLINED MORE THAN 2111 71 45 DEGREES FROM VERTICAL FOR PREFABRICATED SMOKE CHAMBER UNINGS OR 30 DEGREES FROM VERTICAL FOR CORBELED MASONRY. 2111.8.1 FOUR NO. 4 FULL LENGTH BARS FOR Y UP To ;� -INCHES CHIMNEY VERTICAL REINFORCING I H I OROFOR EACH ADDITION NO 4 BARS FOR EACH ADDITIONAL 1MN40ENCHES OR FRACTION OFEWIDTH, 2111 31 2113.3.1 CHIMNEY HORIZONTAL REINFORCING FIREPLACE UNTEL CHIMNEY WALLS WITH FLUE LINING EFFECTIVE FLUE AREA (BASED ON AREA OF FIREPLACE OPENING AND CHIMNEY) CLEARANCES FROM CHIMNEY FROM FIREPLACE COMBUSTIBLE TRIM OR MATERIALS ABOVE ROOF ANCHORAGE STRAP NUMBER REQUIRED EMBEDMENT INTO CHIMNEY FASTEN TO NUMBER OF BOLTS FOOTING THICKNESS WIDTH J 1/4 -INCH TES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN VERTICAL STEEL 21 1.3.2 NON-COMBUSTIBLE MATERIAL WITH 4 -INCH BEARING LENGTH ON EACH SIDE 2113.3.2 L OF OPENING. 2111.7 M 4 -INCH THICK SOLID MASONRY WITH 5/8 -INCH FIRECLAY LINER OR EQUIVA- LENT. 1/2 -INCH GROUT OR AIRSPACE BETWEEN FIRECLAY UNER AND WALL 2113'11'1 P SEE SECTION 2113.16 2113.16 R 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. 2 INCHES BACK OR SIDES OR 12 INCHES 2113.19 FROM UNING. 6 INCHES FROM OPENING. 2111.11 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE MTHIN 2111'14 10 FEET. 2113.9 S 3/16 INCH BY 1 INCH TWO 12 INCHES HOOKED AROUND OUTER BAR WITH 6 -INCH EXTENSION, 4 JOISTS 2111.4 TWO 1/2 -INCH DIAMETER 2113.4.1 T 12 -INCH MINIMUM 6 INCHES 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 "PR ABOVE) © 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 authorisation. All plans and designs are the sole property of East End Design Associates, LLC. The nghl to build only one structure from these plans is liSeensed excluslvly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such \ agencies prior to construction. CMA W. 1/4'= 1'-0• DAT. 07-08-04 09-12-04 06-17-05 06-21-05 SHEET TIME: NOTES & LOCATION OF HOLDDOWNS FOR WINDLOADS FIREPLACE CODES SHEET NO: 3 of 18 gill z W� BCT ND CMA W. 1/4'= 1'-0• DAT. 07-08-04 09-12-04 06-17-05 06-21-05 SHEET TIME: NOTES & LOCATION OF HOLDDOWNS FOR WINDLOADS FIREPLACE CODES SHEET NO: 3 of 18 SIMPSON STRONG -TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION UPLIFT s LOAD FASTENERS LATERAL WITH MODEL GA UPUFT UPUFT (133/160) Bdx14' CODE NO. TO TO TO AVG NAILS F H6 MODEL NO. LFTA MODEL L I-- N0. I led MTS16 RAFTERS/ PLATES STUDS ULT. t0d x 1' LST20 F Fx (1336:mussNOTE: TYPE OF 1 14 lw x 11' 3116 1000 840 1000 3, 41, 128 1 14-10d x 11' 3118 1000 840 REFER TO SIMPSON WOOD CONSTRUCTION 3, 41, 128 I 12-10d x 11' 2383 775 720 720 3, 41 IRE'. DWG-FlR-LARCH SO. PINE Al IOWARIE LOADS CODE REF. SB W H e SO CL AN qH� DIA UD OLLTTSIN LENGTH OF BOLT xx IN VERTICAL WOOD MEMBER OTY 5. H CONNECTORS MANUAL FOR ALL FOOT NOTES AND 16 4-8d 2-8d 8 -ed 2991 J(13mm)60) 95 400 41}' 2}' 23 PROPER INSTALLATION PROCEDURES ALLOWABLE UPUFT LOADS (133) 16 a• 8-Btl 8-8d 3983 ir 50 650 2055 2565 5. 44 2775 2760 0.058 0.077 ALLOWABLE UPUFT LOADS (133) MODEL DIMENSION FASTENERS AVG LENGTH OF BOLT IN WOOD MEMBER CODE LENGTH OF BOLT IN WOOD MEMBER GA L AMG PLATE x EFTA REF. SP4 PNSIONS 71r -10d x 1}' ULT. 735 885 7, 4a 127 CLEAR SPAN +31' 26- MODEL NO. '�A DIMENSIONS FASTENERS (TOTAL) ALLOABLE TENSION LOADS MAX. W L NAILS 100 #FA��TENMS 1y 2' 2}' 3' 3}' 1Q' 2- 2r 3' 3r PAN 1205 1400 5. 44, 85 18 �Y 1Y 4200 MODEL L I-- N0. I led MTS16 ANG ULT. DOUG -RR LARCH / Sa PRJE ALLOWABLE UPLIFT LOADS MM20 1211�2 t0d x 1' LST20 10d x 1i' (133) TYPE OF FASTENERS9 ANG ULT. DOUG -RR LARCH / Sa PRJE ALLOWABLE UPLIFT LOADS �E 10d t0d x 1' - 10d x 1i' (133 / 160) (133) (160) 1 14 lw x 11' 3116 1000 840 1000 3, 41, 128 1 14-10d x 11' 3118 1000 840 1000 3, 41, 128 I 12-10d x 11' 2383 775 720 720 3, 41 IRE'. DWG-FlR-LARCH SO. PINE Al IOWARIE LOADS CODE REF. SB I MODELWDIN N0. 20 11" FLOOR 100 ROOF 125 (133/ 160 - 1 1205 LTP4 5 G 515 645 670 6, 39, 97 J 515 1645 1870 ALLOWABLE TENSION H 515 845 870 MODEL NO MATERIAL DIMENSIONS FASTENERS AVG ULT. ALLOWABLE TENSION LOADSI'1'9(DF/SP) (133) HOLDOWN AT —ELECTION ALLOWABLE DESIGN LOAD HOEDOWN AT HIGHEST ION ALLOWABLE LOAD DESIGN WHEN RAISED OFF THE I P1 ATF CODE BASE GA BODY GA s HB SB W H e SO CL AN qH� DIA UD OLLTTSIN LENGTH OF BOLT xx IN VERTICAL WOOD MEMBER OTY DIA 1}• 2' 21' 3' 3�' 5k' HD2A 18 12 41}' 2}' 23 B' 2((1' a• w T 2 ir 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 MODEL POABLE FASTENERS AVG OW LE PLFT LON0. CODE REF. DF SP L STUD PLATE ULT. SP4 PNSIONS 71r -10d x 1}' 91] 735 885 7, 4a 127 CLEAR SPAN +31' 26- MODEL NO. 1650 DIMENSIONS FASTENERS (TOTAL) ALLOABLE TENSION LOADS CODE REF. W L NAILS 100 (133) 1 (160) __LSTA21 20 11" 1 21 1 Tb-IW905 - 1 1205 1 1295 7 40 90 & PA) WOOD FRAME CONSTRUCTION MODEL GA AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 DIMENSIONS NO. FASTENERS (TOTAL)l ALLOWABLE TENSION LOADS CODE MODEL N0, GA REF. WS46 18 W I L NAILS (133) (180) 4-164 4-16tl 6078 1140 1160 — 1000 1150 1250 100OD —7-40. THIS MSTA24 16 1}• 24 - 1025 1370 1640 90 TO 0 ArRLISS� A IONIMF OF No Ad NAILS THIS TENSION LOADS LOAOF NAIL CODE MODEL LAL I/ FASTENERS SPACIING REF. NO. (LENGTHEL GA CUT LENGTH (TOTAL) POABLE (133 / ROLL IN A RCM6 150• 14' 16 CLEAR SPAN +31' 26- 1650 24 7. 4a 90 MODEL NOTES: DIMENSIONS FASTEN VGERS uYMtl A FASTENERS - NO. GA HEADERS & PA) WOOD FRAME CONSTRUCTION MODEL GA AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE NO. TO RAFTERS W H B 10d 164 JOISTS REF' ULT. (137)(160) 10tl 16d 10tl led lOd i6d WS46 18 TOP PLATES 43' 2 4-164 4-16tl 6078 1140 1160 — 1000 1150 1250 7, 4a127 MODEL NOTES: FASTEN VGERS uYMtl A UPLIFT 1 NO. GA (AF & PA) WOOD FRAME CONSTRUCTION ULT. FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO TO RAFTERS TO PLATES TO STUDS SHEATHING (133) (160) 15T AND 2ND FLOOR BOX BEAM HGAI01 14 4-SOS}'x1i'I 4-SDSrx3' TOP PLATES 1 1523 1 435 435 I 1165 TOP PLATE OF THIS OFS 0 ArRLISS� A IONIMF OF No Ad NAILS THIS SIDE IE TRUSSTOTAL FBFg I/ AILS INTO T'alss INTO Sinpson Strong -TL PLATES I /I - DETAIL "A" H7 "I Simpson Strong -Ile H7 LFTA I FTA Jirip5ur I J bI V, ly I Ic Floor -to -Floor Connections CODE REF. Fx 60 940 NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION BY A UCENSE PROFESSIONAL ENGINEER, PLACES .AI1. UABIUTIES ON THE CONTRACTOR. MTS16 MTS16 UnoA USE A RININDI IY- NO fid NMS THIS SIDE OF TRUSS. / TOTAL FOUR /.. ARTtx12 WASHER HD2A DETAIL IID" Simpson Strong -Tie ROD SYSTEM IUT KATcan IT<:- -)n SP LSTA DETAIL "F" DETAIL "G" SHEATHING 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. (1) SHEATHING TO BE NAILED TO CCA SILL F1e0ah.T NR (2) SHEATHING TO EQUALLY SPAN 15T AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE DETAIL IIC'I ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE Simpson Strong -Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor -to -Floor Connections 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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. Equal nu specifies el PROWD SIDE a AND m Simpson Strong -Tie HGA10 DETAIL "K" U. 10 DETAIL "II" SIN Str I DETAIL IIIII DETAIL IIJII NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise ino'licated, Is Simpson Strong -Tie. No substitutions arse approved or authorized. Due to the relationiships of framing hardware to the other components of the structure, any framing hardware substituthons will render these plans null and void, and will result In the Installer/contractor assuming responsibililty for the design and performance of then entire system. STU J'- SIMPSON TAKE-UP WASHER ART9-x12 DETAIL "L" WASHER © 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 Fight to build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does net authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with Such agencies prior to construction. 1/4•= V-0' am. 07-08-04 09-12-04 06-17-05 06-21-05 FIBER 1611• SIMPSON WINDLOAD CHARTS & CALC. STRONG -TIE DETAILS W. 4 of 18 G _ER NUT 5 'SON E -UP WASHER 4U WWA U UDS O zyx4 I $ ea LNCHOR BOLTS F1e0ah.T NR © 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 Fight to build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does net authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with Such agencies prior to construction. 1/4•= V-0' am. 07-08-04 09-12-04 06-17-05 06-21-05 FIBER 1611• SIMPSON WINDLOAD CHARTS & CALC. STRONG -TIE DETAILS W. 4 of 18 ALTERNATE RIDGE STRAPPING DETAIL TO BE USED IN ALL CATHEDRAL LOCATIONS.. SIMPSON MSTA24 STRAP HE TO BE INSTALLED16' ac (ON EVERY RAFTER) PROVIDE 2x6 COLLAR BE UNDER RIDGE - 16- oc. \ /FACE NAIL USING (4) 10D NAILS TO EACH END OF COLLAR 11E / UNDER RIDGE - 16' oe. o DETAIL HMH SHEATHING 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. (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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 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. 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. ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table 3.21 Top Plate Splice Requirements for Wind - Exposure B & C Table 3.22C Header Spans for Exterior Loadbearing Walls Table 3.22E Header Spans for Exterior Loadbearing Walls One -Story Slab -on -Grade pp g p (Supporting a Roof, Ceiling, and Two Clear Span Floors) _ (Supporting a Roof, Ceiling, and One Clear Span Flood -ift o-L,plkc ImrIW came Yq pl,lbtcPPltle eamw:Jun veiny1111 rtlle p-kar Parrbenttrylhlenytlu.JeaW,P,cwptlJl l",a)uuNm aW: W p,uvW. w.aWuxl,wvumbv4YaW, ' ihWEblrplkr l,nyJ..-name, M1pl161mxlmo-d ie EaPo,um➢. T.hulamdquaa lcerda wela-dm 1 PDDtwdl bala6n Fm DIM1" %all l-aen, a. WrlrhuYY9 udr Wad bh t6r11 F. mnl�lnd by W'e ' Tep oWuthJlM.mmwum D[,wl urv4. m.ln:w Top Plate Splice Requirements for Wind - Exposure B & C - All Other Cases T.bW,ud rpl la ImIMa „arae ep p W e9smp p6b mn.echoa wore 2-I Ltl nubpe joee ParrAaaad..ec Merl Jle allRnaY.hJla wtlacedw Pkw b Pmaa. en gwvdmt ,umber d':mlR r TebWeW yl1. bad. rwme. caddie, hecand In Es'.a e TAndaad vhm ]mph, aah,-4 an a foal was 6a.M lm Dov vnll be,orr, a, 0e ubdmdmh Learn lad„WI Ic ma16p1id by Wh ' Tan PYw.,WA be. midearea farad 'aaI, rea ia. AMERICAN FOREST& PAPER ASSOCIATION Table 3.22A Header Spans for Exterior Loadbearing Walls (Supporting a Roof and Ceiling) G:WW 8nuw Ixod 'D Heauc,a.l'u unix OP 8 Sva I (R-:1 (Ran) (fl: in) (R -N,) I (N - m) (R -In.) I (Ran) (L:) (A. -In) (R-:.) (fl. -in.) 167:,1 Reoimd Celtics 2,2x4 4-9 1-7 3-0 4.2 31-2 2-8 3-6 2-8 2.3 1-1 3-4 2-0 8.8 2,2x6 6-11 5-3 4-5 6.1 41-7 3.11 5.2 3. 11 3-4 4-6 3 6 LII 8-7 2:28 R-9 6-7 5-7 7.8 5-1D 4.11 6.6 5-0 4-2 5-9 4-5 3-8 13.0 2-2x10 10-8 A.1 6-9 9.4 7'-2 6.0 7.11 6.1 5-1 7-0 S-4 4-6 12-6 2-2x12 12-5 9-5 7-10 I0-10 81-3 7-0 9.2 7-0 5 -II 8.2 n-3 S-2 11.4 3.2.9 11-0 8-4 6.11 9-7 7'-4 6-2 b-2 6.3 5-3 7-1 5-6 4 B 15.8 3-200 13-5 10-2 8.6 11.9 8-11 7-6 9-11 7-7 6-5 8-9 6.9 5-b 14.1 72x12 15-7 11-9 9-10 13.7 10-4 8-9 11.6 A-10 7.5 10-2 7-10 6.7 II -8 42x8 12-8 9.7 8-0 11.1 8-5 7-1 9.5 7.2 6.0 8-1 6-4 5 4 v 4-2x10 15.6 11-8 9-9 13-6 10-4 8-8 11.6 9-9 7-5 10-2 13-7 0 14-9 42,12 v 13-7 11-4 15-9 12.0 10-1 13-4 10-2 8-7 11-9 9 0 7.7 Asa (fl -m) m -o,) (R -in.) (R.WJ I (R-ra) (ft -m) (&-ul.) (Ran) (M:.) (R -w) (R -in) (R:In) 3x5.500 8-4 6.11 S. 7-5 6-3 5.0 6-3 5-1 3.11 5-7 4-2 3 1 3.5.875 10-5 8.8 7.2 9.3 7.10 6-3 7 -IU 6.5 4.10 7.0 5.3 t - I 3x8.250 12.6 10.4 8-7 11-2 9.4 7-6 9-5 7-8 5.10 8.5 6.4 4-10 119625 14.7 12.1 10.0 13.0 10 -II 8 -ID Il -D 9-0 6-10 9.10 7-4 5.9 3.1 LOW 0 13-10 11.5 14-10 12-6 10-1 12 6 10.3 7-9 11.2 8.5 6-6 3x12.375 v 1.5.7 12-11 u 14-0 11.4 14.1 II -6 8-9 12-7 9-6 7.4 3x0.750 n v 14.4 c 15-7 12-7 15.8 12-t0 9-9 14-0 III -6 8-1 3x15.123 u n 15.9 v o 13-10 c 14.1 ID -8 15.5 11-7 h 1 3x163% o o u o n 15-1 0 15-4 II -8 n 12-7 9-9 3x17.875 v o v u u n r, v 12-R v 13.8 ID -7 3x19250 0 0 o v o u n .. 13-7 0 14-9 11 .4 3x20.625 rI o v o 0 0 ,, c 14-7 v 15-v 12-3 3x2200 7 -lo 6-1 5-2 v o v 9-51 1.2x10 15.7 R-6 7-1 It 0 5x550 9-10 Sul 703 8-10 7.5 6-7 705 6.3 5.7 608 507 4-10 5x6.175 13.4 111-3 9-( I1-0 9.3 8-3 9-3 7-10 7.0 8-4 7-0 6.0 5x9.625 u 14.4 12.9 15-5 12 -II II.B 13.0 10-11 9.9 11.8 9-9 h-5 5x11 am o c 14_7 v 14-9 13-2 14-1D 12.6 11-1 13.3 11-2 9 1 5x12.375 v c u v v N-10 v 14-0 124 14-I1 12-7 10 0 5x15,125 v o v v n c v It 15.4 v 15.4 13.2 5x16500 v v v v o It n v a o v 14.5 Tabubtrcd apace aR luaed nn N2 Gade Here -Pu, JW oro applaable to apeoiea with Nord or gala, Fn and E from dw SLpplemwt (,.c., Deuglaa ?O -leach, Soltthem Plrw, or Spruce -Pine -Fu). For 03 Uratic lumber,.pa s rhea be multiplied by 075 Tnbuhtrd V. caeca:, 24F combhwtan glWam. The nunber oft -k alnda ttel ad 61 Sub cod of Ute header shot] be demnnl.lud fmm11dtic3rlt 12 1 24 1 36 1 12 1 M 1--36 12 1 29 1 36 1 12 1 24 1 36 rrnov Hm I(Hrdor S cane for C..It Lmabc 5 ia" (a -tri) M Hadcn Support:g Stu (R. -m.) (R-ia) (R -W) (R -in) (ft -in) (fl -cat) (n -LL) (11-:) (R -LL) (R:) (R -in.) (IT -oI Roof, CEdmg, and 2-2x4 3-5 2-7 2-2 1-3 2.5 2-1 2-11 2-3 1.11 2-8 2.1 1-9 One Cleo San 2-2x6 5-0 3-9 3.2 4-9 3-7 3-0 4-3 3-4 2-10 3-11 3-0 2 7 Floor 3.9 2-4 3-7 2-8 2-3 7-11 7-0 8.6 2-3x84-11 5.3 4-7 5-N 3-9 3-1 4.8 3-7 3-0 4-7 2-2x9 6-4 4-10 4-0 6-0 4-6 1-10 5-3 4-2 3-7 5-0 1-In1-3 1-8 5-7 2-2x10 7-9 5-10 4-11 7-4 5-7 4.8 6.7 5-2 4-4 6-1 4-8 4 a 6-6 2-2x12 9-0 6-I0 5-8 S-6 6-5 5-3 7-8 5-11 3.0 5-10 4.5 3-9 5-9 4-4 3-8 5.7 4-3 3-7 3-200 7.7 5-8 4-9 7-0 5-5 1 7 7-0 3-2x6 8-0 6-0 5-0 7-6 5-8 4.9 6-9 5-3 4.5 6-3 4-10 4-1 8-2 3-2x10 9.9 7-4 6-2 9-2 6-11 5 -IU 8-4 6.5 5-5 7-7 5-10 5-0 6-8 3.2.12 11-0 8-6 7-1 10-8 8-1 6-9 9-7 7-3 6-3 A-10 6.10 5-9 B-1 42x8 9.2 6-11 5-10 A-8 6-7 5-6 7 -lo 6-1 5-2 7-2 5.7 4-8 9-51 1.2x10 ❑-3 R-6 7-1 10.7 8-0 6-9 9-7 7.5 6.3 8-9 6-9 5-9 LalyJvalW 1-2x12 13-D 9-10 9-3 12-3 9-4 7-9 II -1 8.7 7-3 10-2 7-10 h -F (671:1 M"..Hcoded0ledcr 8 em for 01=4 Lnmirued Bevel r 10.1 Ste, (fl: io.J (R (11 .1x.) FLA.) A.) (R. -la) (fil (R -in.) (a-:) (R -m) (R-:) 2711 2-9 3x5500 6 10 4-6 3-5 6-8 4.5 3-4 5.11 3.11 3.1 5-1 3-5 2-b 2-10 9-9 1.6 N75 A-6 5-8 4-4 8-4 5.6 4-3 7-4 4-11 3-10 6-5 4-3 3-5 n 1x8250 I0-3 6-9 5-2 10.0 6•11 5-1 R-10 5 -ID 4.7 7-8 5-2 4-1 7 3x9625 12-D 7.11 6-0 11-8 7-9 5-11 10-4 6.11) 5-4 8 -II 6-0 4-9 Il -1 3.1100 13-8 9-1 6-11 13-4 8-10 6-9 11.10 7 -ID 6.1 10-2 6-10 5-5 v 3x12.375 15-4 19-2 7-9 15.0 9-11 7-7 13-3 8.10 6-11 11-6 7.8 6-1 iq and 3x11150 c 11-4 8-7 o II -1 8-5 14-9 9-9 7-8 12.9 8.7 6-9 8 3x15125 v 12.5 9.6 a 12.2 9.3 n 10-9 8.5 14 0 9-5 7-5 8 3x165110 v 13-7 10-4 u 13.3 30.1 o 11-9 9.2 15-4 10-3 8.1 1 3x17815 c 14-9 11.2 n 14-4 11-0 v 12-9 9-11 0 11-1 8-9 2 3x19250 c 15-10 (2-1 n 15.6 II -10 0 13-9 10.8 u 12.0 9-5 Roo(CaCie. 3x^_0625 .+ a 12-11 o v 12.8 0 14-8 I1-6 u 12.10 10-2 l 3.x2290 - 4-7 13-9 6-6 1 13-6 1 v 15-8 12-31 6-2 13.6 10.10 3 5x55% e`1 606 5-2 7-11 604 5-0 7 0 5.10 4-6 6-4 5-1 3-11 3 46875 W-1 8-1 6-5 9.11 7-11 6-3 A-9 7-3 5.7 7-11 6.4 4.10 J 6 5x9625 14.2 11.4 9.0 I3-10 11-2 8-9 12-3 10-2 7.10 17.1 8.11 6.10 6 5x11.00 n 12-11 10-3 15-10 12-9 10.0 14.0 11.7 9-0 12-8 10 1 7.9 3 5.12.375 u 14-7 11-6 0 14.4 11.3 15.9 17.1 10-1 14-4 11-5 N-9 IO 5x15.125 n v 14-1 v c 13.9 It 16.0 12-4 v 14-0 10-8 2 5.16.500 1 v 15.5 1 1 15-0 Aon( r Iliug 4 13-5 1 o I IS -3 1 I-8 20 N Heade,a Suppmuug 13 Sim (ft-on.)(n-n) MuSmum (12,-3o.) (R -e) (a -tri) (11:am ) (fl: W)'aaa.) LaWnled 1,41) (Ra.) (R -ml (R-ia) (ft-IeJ Roof, Cellwg aW 2-2x4 2-8 2.0 1.7 2-5 I-I1 1-7 3-6 aa I•10 1-6 25 t-10 1-6 TwoCleWgpuE 2-9 4.0 5-1 2-2 3-2 4-1 1-10 2-9 3-5 2-7 3-9 9-4 Nader 5.2 2-0 2-I1 3-9 1-9 2-d 3-2 4-7 2-2x10 7.2 5-7 4-9 Fbwa 2-2x6 3 -II 2 -Il 3.6 l-8 2-lu 2-4 I.7 3.9 2-4 3-7 2-8 2-3 7-11 7-0 8.6 2-3x84-11 5.3 4-7 5-N 3-9 3-1 4.8 3-7 3-0 4-7 3-6 2-I1 4-6 3-5 2 -ID 9-I1 2-2x10 6-0 4.7 3.10 5.9 4-4 1-8 5-7 4.3 3-7 5-6 4-2 3-6 8-1 2-2x12 7-0 5-3 4.5 6-8 5.0 4-2 6-6 4-11 4.1 6.4 4-10 4-0 9 -III II -5 3-2x8 6-2 4-R 3.11 5-10 4.5 3-9 5-9 4-4 3-8 5.7 4-3 3-7 3-200 7.7 5-8 4-9 7.2 5-5 4.6 7-0 5-4 4-3 6-10 5.2 4-4 3 3-2x12 B-9 6-7 5-6 9-4 6.3 5.3 8-2 6.2 5-2 8-0 6.0 5.1 1 42x8 7-2 5.5 4-6 6-95-2 13-5 4-4 6-8 5-0 4-2 6-6 4-11 4.1 3 4-2x10 8-9 6-7 5-6 8-3 6-3 5-J B-1 6-2 5-2 7-11 6 9-2 3 4-2x12 IU -1 7-8 6-5 9-7 7-3 6-19 9-51 7.1 1 6-0 9-2 7-U 5-10 3x22%0 o u Mutmumf3eadmA3iNar c Bpav fm UluW LalyJvalW &rmau 11-9 I U -1 0 6 5x5500 B-1 M1-5 4-I1) 7-I1 6-3 4-'J (IT -m) (671:1 owo.) (R -m.) (R::.) (R: m) (R•ia) 10.1 3x5500 4-9 3-1 2-5 a 4-8 1-1 2-5 4-6 3-0 2.4 4-I 2711 2-9 11-3 3x6.875 5-11 3-10 3-1 5-10 3-10 3.0 5-7 3-9 2-11 5-3 3.7 2-10 9-9 3.8.250 1,-1 4-8 3-8 7-0 4.7 3-8 6.9 4-5 3-6 6-6 4-4 3-5 n 3.9.625 8-3 5-5 4-3 8-2 3-4 4-3 7-10 5-2 4-1 7.7 5.1 4-0 7 3.1 LOW 9-6 6-2 4-11 9-4 6.1 4.10 9-0 5-11 4-8 8-8 5-9 4.7 Il -1 3x12.375 10-8 7-0 5-6 IU -6 6 -II 5.5 f0-1 6- W-7 9-9 6-6 5-2 v 3.13750 11-10 7. 9 6-I II -a 7-8 6.1 11-3 7.55 SAT 10-I0 7-1 3-9 iq and 3x15125 13-0 8.6 6-9 12-10 9-5 6-8 12-4 A-2 6-6 12-0 7.11 6.4 8 3x 165W 14.2 9-3 7-4 N-0 9-2 7-3 13-6 8-11 7.1 13-0 1.8 6-11 8 3.17875 15-5 10.1 7.11 15-2 9-11 7-10 14.7 9-8 7-8 14-2 9.4 7.6 1 3.19250 v 10-10 8-7 a 10-8 8.6 15.9 10-5 1-3 15-3 10-1 8.0 2 3x20.625 0 11-7 9.2 v 11-6 9-1 0 11.2 8.10 It IT IU 8-7 Roo(CaCie. 3x22.00 n I2-5 9-9 0 12.3 9-B v 11.10 9.5 0 11.6 9-2 l 5x5500 6.7 4-7 3-6 6-6 4-6 3-5 6-4 4.4 3-4 6-2 4.2 3-3 3 5x6875 8-3 5-8 4-4 8-2 5-7 4.3 84 5.5 4-2 7.9 5.3 4.0 3 50625 11-7 11-0 6.1 11-5 7.10 6.0 11.2 7.7 5-10 1e-10 7-4 5-8 J 6 5xILOOD 13-3 9-1 6 -II 13.1 9-0 6-10 12.9 1.9 6.7 12.5 8.5 6-5 6 5x12375 14-11 10-3 7-9 14-9 10.1 7.8 14-4 9-9 7-5 14-0 4-5 7-3 3 5x15.125 a 12-6 'l-6 a 12.4 9-5 0 11 - II 9.1 o 11 .6 8-10 IO 5.16.500 fi 11-R 10-5 1 17-6 10-3 1 I 1 I I -0 9.11 v 12-7 9-8 ...a.,..,..,,..,,.0.au,c uaucvgruer ape cxc9rw .o reef, epee u411mlmd m IU het Mulmum nlllawnble hudvighdu spm ccocad 116 re._ q me 8mimd m I6 fret. ' Tabouradapue arc bwM..1123rntle Hem -F6', acd uc applicable loepeciceacd, Ina] or oral: F. and a from the Supplemat(xe., Tabnlal.dnp.na mE b�udm42 Gudellem-Pv,,ndma gtPlimtble to.pccW w7U. cPW argreaer Fa and Bfmmthe 8upplcmwt(Ix., Dnug145 1 Uougloa Ftr-f�rcb, 8eulhem Plec, er Spaco-Pino-F"v). FrcnLhu elumber,spa dWlbemultpliedbye75. Fir -1•..n, S.%.. P:e, 9r Spmec-Paw-Fh) For 83 Coal. lumbw,.pau,>md be mokPj by 0.75. Tebulurwl aplme alwnrnc 24F co abbudon gfWam. TolxWwtl apuu urtvrc 24F comhu:Urn gluhuo- The number ofja.. etude reyuirel n Slab Sod of the ha¢rro ler obeli be deivEd boor Table 1 221. The Nocron c(rck ands required at each ead of rho healer 11-11 W determined It. Table 3 22F. Table 3.22D Header Spans for Exterior Loadbearing Walls Table 3.22F Jack Stud Requlroments (Supporting a Roof, Ceiling, and Two Center Bearing Floors) (For Headers In Exterior Loadbearing Walls) 50 Rwflixz Load Uromtl 8vow Lead _ zD carr In err sD r 7Dpr Size (ft.40 MuSmum HendaNGirderSpon, for Comu.an Lumbers tics''' ncadcr u.ja (ft-ia) S all. (Ran.) Gu Glued (117:.) LaWnled 1,41) Bumf' (R -In.) (R -ml (R-ia) (ft-IeJ ffl -to.) H.,de,e SepporhUg Size (ft io.) (R -,n) (R.-:) (R:InJ (R -in) (R -in) (fl-im) (R-eJ Roof, Ccilug, and I Coo cc."Bcuing Flnn,a 2-2x4 2-2x6 2-2x8 3-22-6 4-8 5.11 3-8 4-' 2-1 3-1 1-11 3-43 4-5 5-7 2.4 3-5 4-4 2-0 2-11 3-9 2-9 4.0 5-1 2-2 3-2 4-1 1-10 2-9 3-5 2-7 3-9 9-4 Nader 5.2 2-0 2-I1 3-9 1-9 2-d 3-2 4-7 2-2x10 7.2 5-7 4-9 6-10 5-4 4-6 6.3 4. 11 4.3 5.9 4-6 3.10 5.7 2-2x12 3.2x8 3-2x10 8-4 7 5 9.0 6-6 5-9 7-0 5-6 4.10 6-0 7-11 7-0 8.6 6-2 5-5 6-8 5.3 4-7 5-N 7-3 6-5 7.10 5-9 5-1 6.2 4.11 4.4 5-3 6.8 5.11 7-2 5-3 4.8 5-8 4-6 4-0 4.10 6-6 3-2x12 10.5 8-2 6 It 9-I1 7.9 6-6 9-1 7-2 6-1 A-4 6-7 5-7 7-5 4-2x8 8-6 6-8 5-8 8-1 6.3 5-4 7-5 5-10 5-0 6-10 5-4 4.7 8-4 4-2x10 4-2x12 10-S 12-I 8-1 9-5 6.10 S-0 9 -III II -5 7-8 A -II 1 6-6 7-7 9-0 10-5 7-2 8-3 6-1 7-I 8-4 9-N 6-1 7.1 5-7 J.6 Rwflixz Load Uromtl 8vow Lead _ zD carr In err sD r 7Dpr Size (ft.40 01.4n.) "' IR::I n "Noo In m) ncadcr u.ja (ft-ia) S all. (Ran.) Gu Glued (117:.) LaWnled 1,41) Bumf' (R -In.) (n -m.) 3x5.500 6-4 9-3 3-3 6-2 4.2 3-i 5-4 7.8 2-11 4-8 3-3 2-i 3x68]5 7.11 5.3 4- I;-9 Nader 5.2 4-0 6-8 4-7 3-8 5-10 4.1 3.3 1x8250 9-6 6-4 4 -II 9-3 6.2 4.10 R -O 5.7 4-5 7-1 4-11 3-11 1x9625 11-1 7.5 5-9 10-10 7-3 5-8 9.4 6-6 5.2 8-3 5-9 4-1 2 3.11.001, 12-8 8-5 6-7 12-4 8-3 6-5 10-8 7-5 5-11 9-5 6-6 S-3 3 3x123'5 f4-4 9-5 7-5 I7 -II 9-4 7-] 12-0 8-4 G -N 10-7 7-4 3 -II 3 3 3x13750 15-11 10-1, 8-3 15-5 10-4 8-1 13-4 9-3 7-4 11.9 8-2 6-7 3x15125 o Il -7 9-1 v I1-4 8-10 14-Y I0-2 8-1 12-11 9-0 7-3 3 3x165% v 12-8 9-10 n 12-5 9-8 0 11-1 810 14.1 9.10 7.10 1 3x17875 n 11-9 10-8 u 13-5 I0-6 v 12-0 9.715 3 10-7 8 6 3 3x19250 c 14_9 II -6 v 14.6 11-4 v 1^-(1 10-4 v II -5 9-2 3 3x20,625 c 15-10 12.4 0 15-6 12-1 0 13- 10 11-1 v 123 9 -IU 3x22%0 o u 13-2 c v 12.11 n 14-10 11-9 I U -1 0 6 5x5500 B-1 M1-5 4-I1) 7-I1 6-3 4-'J 74 5.7 4.4 604 4-10 3-9 5x6875 10.1 8-0 6-1 9-11 7.9 6.0 8-9 6.11 5-4 7-11 6-1 4-8 50625 14.2 11-3 8-6 13-10 10-11 8.4 12-3 9-9 7.6 I1-1 8-6 6.7 5,11 NO 0 12-10 9-9 IS -10 12-5 9.6 14-0 II -1 8.7 12.8 9-R 1-6 5x12.375 v 14-5 11.0 n 14-U 10-9 15.9 12-6 3 2 2 4 2 4 ] 7 2 5 3 9-8 14-4 10-11 R-6 515.125 n v 13-5 u n Il -1 u 15-3 I1-10 v 13- 4 10-4 5. 16 100 u ) W-7 0 14-4 v 1 12-11 0 14-6 II -1 ' Maximum nn..dbIc hedco'girder.paa exceedx 16 fuel, rpm ue li trod m 16 feel- 4 3 7 1 4 ' T.bulated 1pam ue II In 02 Garde Ike iq and are Amlicoble m rpcclu with equal or Sealer F, and a Bond the Suppletnanl 0 c Douglas rh-Leah, Sumhem Fine, or Spruce -line -Fu) For »3 Gedc lumber, spur andl he mnlrryaed by D.75. 8 51 5 Tabulated spans a.mue 24F c9mb1oan.n Biala: 16 5 4 3 J 6 4 4 3 8 Tfic nun lorof jock studs mquimd at each mal of the hcedcr shall be clacrjohani from '1' bl 3,22F 3 4 9 6 Rwflixz Load Uromtl 8vow Lead _ zD carr In err sD r 7Dpr .haD b< multiphW by (W 412,V48. I %T=Jtc meuber of lark reds N"16 L' the header null M lwrmiud to he N,,cdcd by a home, mchorahahvle,bet 1017height wall Siad An euurr'den... onar car Full bench, oned; art lrcnni6ed to III lack,m& when We1--c 111PI-ty otaccoactons'del © Copyright 2005, East End Design Associates, LLC. All floor plans Bud 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 liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, Bud requirements with such agencies prior to Construction. W U /Z1 1aaaaaal a w0 00 zU V1 0 S 6" 3" 1 4.5" 1 5 '--......... 1 6' 1. 1 4.5• 5• 6• (leder Nader Supponme Spm(R,) Number urlack Smdr RegWrd at Each Eel oflM Hcatler'''a 2 1 1I 1 1 1 1 I I 1 1 I I I 1 4 1 1 1 I 2 I 1 1 2 1 I 1 2 2 1 I RwraW 6 A 2 2 1 2 1 2 1 1 2 2 1 1 3 2 2 2 3 2 2 2 CedmB 10 3 2 2 x 3 3 2 2 2 2 3 2 2 2 4 3 3 2 2 2 4 1 3 2 5 4 3 l 12 3 2 2 2 4 3 2 2 5 3 1 3 14 4 1 2 2 4 3 3 2 5 4 1 3 7 5 4 4 16 4 3 3 2 5 3 3 1 h 4 4 3 8 5 5 4 2 I I 1 1 ] I 1 I I 1 1 2 1 1 4 2 1 1 1 2 J 1 1 2 2 2 1 3 2 2 2 Roof, Cad'.'. 6 2 2 2 1 3 2 2 2 3 2 2 and 0. R 3 2 2 2 3 2 2 4 3 2 2 Caner IU 4 3 2 2 4 2 4 ] 7 2 5 3 3 7 6anag Fluor 12 4 3 1 2 5 1 3 3 2 5 1 3 3 6 4 4 ) 1 3 6 4 4 3 7 1 4 4 14 5 3 3 3 5 4 3} 1 5 4 4 8 51 5 4 16 5 4 3 J 6 4 4 3 8 5 3 4 9 6 6 5 7 1 1 1 I 1 1 I 1 1 1 1 1 2 1 1 1 4 2 2 2 1 2 2 2 1 2 2 2 1 3 2 2 2 Roo(CaCie. 6 1 2 2 2 3 2 2 2 1 2 3 2 4 l 3 3 nuJ Unc Clc 8 4 1 3 2 4 ] 3 2 1 ] 3 2 3 4 3 1 Span floor 10 5 3 3 3 5 3 3 3 5 4 3 3 6 4 4 3 11 6 4 4 J 6 4 4 3 6 4 4 3 1 5 5 9 14 6 4 4 3 7 5 4 4 7 3 5 4 9 h 3 3 16 7 5 5 4 7 5 5 4 8 6 5 4 IO 1 fi 5 2 I 1 1 I 1 I I 2 1 1 I 2 1 1 I Aon( r Iliug 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 and Iwo 6 3 2 2 2 3 2 _ 2 4 3 2 2 4 3 3 2 Corer 8 4 3 3 2 4 3 3 2 5 3 3 3 3 4 3 3 _ 10 5 ] 3 3 5 4 3 3 6 Ple. 12 6 4 4 3 6 4 4 3 5 4 4 R 5 5 4 14 7 5 4 4 7 5 4 4 8 5 5 4 9 6 6 5 16 B1 5 5 4 8 5 5 4 9 6 5 5 10 7 6 5 v' 2 1 1 1 2 1 1 1 3 I 1 1 2 2 I 1 3 2 2 2 3 1 7 2 3 2 2 2 4 ] 2 Rout Umh.B, 6 5 J 3 3 5 3 3 1 5 and Ten 8 6 4 4 3 6 4 3 3 1 S 4 3 3 Cl.mr Spm 10 7 5 5 4 8 5 4 5 3 6 4 4 } ] 5 q q Floor 12 9 6 5 5 9 6 4 8 5 5 1 8 6 3 4 6 5 9 6 6 5 10 1 6 5 14 I O 6 5 10 7 6 5 11 7 7 6 11 8 1 6 IL 12 8 7 6 12 A 7 f 12 88 6 IJ 9 tl ] ' lad 2-,W Rowrwmla uc bud nn x and,,, Dol., ler 1 .haD b< multiphW by (W 412,V48. I %T=Jtc meuber of lark reds N"16 L' the header null M lwrmiud to he N,,cdcd by a home, mchorahahvle,bet 1017height wall Siad An euurr'den... onar car Full bench, oned; art lrcnni6ed to III lack,m& when We1--c 111PI-ty otaccoactons'del © Copyright 2005, East End Design Associates, LLC. All floor plans Bud 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 liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, Bud requirements with such agencies prior to Construction. W U /Z1 1aaaaaal a w0 00 zU V1 0 S 1/4"= l'-0" 117E 07-08-04 09-12-04 06-17-05 b•`aaOihn 3 FRAMING NOTES FRAMING TABLES SHEET W. 5 of 18 1. to @@ A on "off WWA ea 1/4"= l'-0" 117E 07-08-04 09-12-04 06-17-05 b•`aaOihn 3 FRAMING NOTES FRAMING TABLES SHEET W. 5 of 18 Table A -3.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - Exposure C 'INm Xcanm oust calm I 85 I 90 I 100 I 110 I 120 I 130 I 140 I 150 Speed Imvh> 1 I I 1 1 aI 7 rY YL'r' 1 p aLw� F Maximum Headalo der Spat for Common Luther Specks x343 Size (ft.-jv.) (R: in-) (Ii.•im) (a--iuJ(ft: m-) (ft:m.) (ft: m) A,, p 2-2x4 6-0 4-3 3 -II 3-8 3-5 2.2x6 2 2 4-8 4-4 4.1 22-2x54.9 3 2 _ I 4-6 2-2x1 11l YYI•. t 1h'�1 i, 3 5-3 4 -II 2- 1 4 3 _ 5-2 42x12 10 1 2 4 5-6 5 5 5 5 4 6-0 t,;, (R -in) (ft -u,.) (R -mJ Wall Skill Spacingcing (in.) Header Span(it) M1I:,13 I -2x4 (Fl¢Q 2 1 6. r,1; 1 I I 1 1 aI 7 rY YL'r' 1 p aLw� F d r b 4 ' I ' l'n3 � i1 tlpnkSdi I 2 A,, p 2 2 1 I 3x15.1251 6 1 2 2 3 j� "T3tT A� {1 ' 1 3 3 2 _ I 12 8 11l YYI•. t 1h'�1 i, 3 4 r I 1 4 3 _ I 42x12 10 1 2 4 5 5 5 5 5 4 2 1 o 12 1 )3Y sett )N'li 6 6 6 6 fir" 11 4 3 1 1 14 1 3 i''. 6 M1{ 1 7 6 5 3 1 12 16 III d 4. 6 7 8 8 8 7 6 3 1 2 l 1 1 1 1 1 1 l 1 t I 2 4 1 I 1 2 2 2 2 2 1 1 1 3 6 1 1 2 2 3 3 3 2 2 1 1 16 8 1 2 2 3 3 3 3 3 2 2 1 3 10 1 2 3 I 4 1 4 4 3 111 1 2 12 1 2 3 4 5 ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Table 3.24B Header Spans for Interior Loadbearing Walls Table 3.24C Jack Stud Requirements for Headers In Interior Loadbearing Walls Plates In Exterior Walls Resisting Wind Loads - Exposure B & C (Supporting Two Center Bearing Floors) - Bwf spam (ft.) lhmauu from Top Phs4 Down to Header (a) or Dutawe from Hatlom Phar Up in Window SW Plate (b) m12 24 36 Kall Hdght (x!h), where x u the lager ml's or b I)md curd Aae®ptlot: RouVCcOing Aarmbly DL- 10 par12 Width an nl Bd1dW8 WWW (Ik) -11Ia°----W-°wu,c uv Lure 1.(w) 91. an I able J.3dmos half of the header spite (112) di willed by the required number Orrin height elude (NFH) selowall fiom 313D. Top an Wttom Plate to Each Full Haight Said Coancedon"w"(L/2)NFH 5x6,8750 0 0 0 0 - - I 5,01.250 o u a o a o a o Full Haight-, 5x9625 0 0 0 0 0 0 0 0 Stud-( ck 9tutl� ° Maximum allowable lender/girder spam ma limited m 16 fecL Window, y I Tabu)awd header spans +halt be Permitted to be divided by 0.96, for homing cot located within 8 SHI Plata fat ofbuilding wrmm. T _` A Tabulated spat auume a budding located in Plipmure C 3 The number ofjack sada required at each and train header dlall be determined from Table 3.22F. ° Tabulated values are bawd an N2 Orade Hem -Fir, and ate applicable to species with equal orgreaur Fa and E bum the Supplement (,.a , Douglas Fir-iarah, Southam Pine, in Spruce-Plno-Fl). + Tabulated spam amume 24F combustion glulet t The umber of full height muds required at tach cod of the header dull be determined in accordance bottom with Table 3 23C. Table A -3.23B Header Spans for Exterior Non-Loadbearing Walls and Window Sill Plate Spans Resisting Wind Loads - Exposure C Table 3.24A Header Spans for Interior Loadbearing Walls - (Supporting One Center Bearing Floor) ILroe Sewn) Cum Wind Speed cam ImPhl 85 90 100 110 120 130 140 150 Maximum Head.OGimI Spans fur Coounw Lumber Species Sim (R -in) (ft -u,.) (R -mJ Wall Skill Spacingcing (in.) Header Span(it) Number of Full Height ate uins! at FlI End mf We Henn! W 9 I -2x4 (Fl¢Q 2 1 1 1 I I 1 1 1 1 1 [flit) kf' 4 l 1 2 2 2 2 2 2 2 1 I 3x15.1251 6 1 2 2 3 3 3 3 3 2 2 I 12 8 1 2 3 4 4 4 4 4 3 _ I 42x12 10 1 2 4 5 5 5 5 5 4 2 1 o 12 1 3 4 6 6 6 6 6 4 3 1 1 14 1 3 5 6 7 7 7 6 5 3 1 12 16 1 3 6 7 8 8 8 7 6 3 1 2 l 1 1 1 1 1 1 l 1 t I 2 4 1 I 1 2 2 2 2 2 1 1 1 3 6 1 1 2 2 3 3 3 2 2 1 1 16 8 1 2 2 3 3 3 3 3 2 2 1 3 10 I 2 3 4 4 4 4 4 3 11 1 2 12 1 2 3 4 5 5 5 4 3 2 1 2 14 I 2 4 5 6 6 6 5 4 2 1 3 16 1 3 1 4 1 6 1 6 6 1 6 6 4 3 1 5 21 3 1 l 1 1 4 1 1 1 1 I 2 4 1 1 1 1 I 1 1 l 1 I 1 2 6 1 1 1 12 - 2 2 2. 2 1 1 1 24 8 1 1 2 2 2 2 2 2 2 1 1 l0 1 1 2 3 3 3 3 3 2 1 1 12 1 2 2 3 3 3 3 3 2 2 1 l4 1'2 3 3 4 4 4 3 3 2 I 16 1 2 3 4 4 4 4 1 4 1 7 1 2 11 -11Ia°----W-°wu,c uv Lure 1.(w) 91. an I able J.3dmos half of the header spite (112) di willed by the required number Orrin height elude (NFH) selowall fiom 313D. Top an Wttom Plate to Each Full Haight Said Coancedon"w"(L/2)NFH 5x6,8750 0 0 0 0 - - I 5,01.250 o u a o a o a o Full Haight-, 5x9625 0 0 0 0 0 0 0 0 Stud-( ck 9tutl� ° Maximum allowable lender/girder spam ma limited m 16 fecL Window, y I Tabu)awd header spans +halt be Permitted to be divided by 0.96, for homing cot located within 8 SHI Plata fat ofbuilding wrmm. T _` A Tabulated spat auume a budding located in Plipmure C 3 The number ofjack sada required at each and train header dlall be determined from Table 3.22F. ° Tabulated values are bawd an N2 Orade Hem -Fir, and ate applicable to species with equal orgreaur Fa and E bum the Supplement (,.a , Douglas Fir-iarah, Southam Pine, in Spruce-Plno-Fl). + Tabulated spam amume 24F combustion glulet t The umber of full height muds required at tach cod of the header dull be determined in accordance bottom with Table 3 23C. Table A -3.23B Header Spans for Exterior Non-Loadbearing Walls and Window Sill Plate Spans Resisting Wind Loads - Exposure C Table 3.24A Header Spans for Interior Loadbearing Walls - (Supporting One Center Bearing Floor) ILroe Sewn) Cum Wind Speed cam ImPhl 85 90 100 110 120 130 140 150 Maximum Head.OGimI Spans fur Coounw Lumber Species Sim (R -in) (ft -u,.) (R -mJ (ft: itJ (ft: in) (ft, -in) (ft -in) (B.m.) I -2x4 (Fl¢Q 6-2 +'014�iY ryF+ 1'fi" ' b- 7 4 4-0 : 3-9 3-6 I -2x6 (Bet) 2s 4 91g1(k't 6-5 lw 5 -II J 5-6 5-I [flit) kf' •a�)1'� " 11.7 2� 2-2x6 (Fle1 ' r.'645; !K`e+. ,�f".:+1. i' a l!% 4 i. ?ax S - 1 7 - 7 Tabulated lender p ''�e4 n r 3x15.1251 building camn c. 2 Tabul¢¢dsp " 7.2 ^k'• o ' Tabu lamtl I2-5 o Yapms shall be divided -u The nulFl Piny '11C�jgi 'ave 5 "+ emh end of We hexJer shall be eat in accoNonce ' 17'. lao 1 h, roll ae ¢ unable to s cis 4 atl(fiE}'mm We Supply Genf ern Pi or Spmw-Pino-Fir). e _ irh Table 3 23C Dead Ltd Ammmptlnnr. Rott7Ceiung Assembly DL = IO Ref Building Width (ft.) 12 1 24 1 36 Maximum HcadIirder' Spat for mwmum ncaanO,uuer epaav for Union size ..'n . Headers Supporting eas I Sin (h. -in) (ft:in.) (ft. io ) One Flom Only 2-2x4 4-4 3-1 2-6 (Crnter Hearing) 2.2x6 6-5 4-6 3-8 12-9 2-2x8 8.1 5-9 4-8 11.7 2-2410 9-11 7-0 5-9 9-9 2-2x12 I1-6 8-1 6-7 3x15.1251 3-2x8 10-2 7.2 5-10 o 3-2x10 I2-5 8-9 7.2 e 3.2x12 14-4 10-2 S-3 6-0 4-2x8 11-6 6-3 6-9 5x9.625 4.2x10 14-4 10-1 8-3 0 42x12 v 11-99-7 in mwmum ncaanO,uuer epaav for Union size (ft -1.) (ftI (ft. -in.) 3x5.500 7-3 5-9 4-4 3x6.875 9.1 7.3 5-5 3,01.250 10 -II 8-8 6.6 3x9.625 12-9 10-1 7-7 3x11.000 14.7 11.7 8.8 3x12.375 0 13-0 9-9 3.13.750 c 14-5 10-10 3x15.1251 v 15-11 11.11 3x16.500 o u 13-0 3.17.875 o e 1.4 -1 5x5.50D g -S 6-10 6-0 50.675 10-9 8-7 7-6 5x9.625 15-1 12-0 10-6 5.11.000 0 13-8 12-0 5x12.375 in 15-5 13-5 5,1 in u 15-0 5,1 v n o " Maximmn allowable headangirM spite exceeds 16 feet, claims me limited to 16 fact. I Tabulated opens arc breed an N2 Grade Hem -Fir, sal to 4pplicable to species with equal or groucr Fs and P from the Suppleanam (i.e., Dougal Fu -Larch, Son&= Piece, or Sprme-Pine-Fir). For 63 Grade limber, opens shag be nmhiplied by 0.75. r Tabulated epm msume 24F combination glut.. I Tabulated opens sesame hedere auppmdng single spam floorjohu, For heden supporting coutiumue two -Rata Bnngtiets allait and spam shall be multiplied by 0.89. ° The number ufjock etude required or media and of the hceder shall be determined tram Table 3.240. 12 1241 36 Mnxhnwn Hiedu,'Gider SII lar }[cedar Stlppmnmg ... nceou,unun nI--.,nit° 3x5500 v ra mnca(ft-t) 3-3 2-6 Sac --IF n 3-2 One Flaw Only 2-2x,1 2-10 2-1 1-9 (Ccntcr Badng) 72x6 4-2 3-1 2 6 6.7 2-2x8 5.4 3-11 3.3 5.9 2-2x10 6-6 4-9 3-I1 3x15.125 2-2x12 7-6 5-6 4-7 16-0 3-11 6-8 4-10 4-0 10-8 3-2x10 11-1 6 0 4-11 9-11 3-2x12 9-5 6-11 5-9 3x22000 M2x8 7-8 5_11 4-8 0 4-2x10 9-4 6-l0 3-x 14 to 4-2e12 10-10 6-10 ... nceou,unun nI--.,nit° 3x5500 5-4 3-3 2-6 3.6.1175 6-E 4-1 3-2 3x9250 8-0 4 -II 3-10 3x9675 9-4 5-9 4-5 3x11000 10.6 6.7 5.1 302375 12-0 7.5 5.9 3.13.710 I3-4 9-3 6-4 3x15.125 14-8 9-1 7-0 3.16.500 16-0 9.10 7-7 3x17.675 n 10-8 8 3 3A9150 0 11-6 9-11 3.20.625 n 114 9-6 3x22000 a 13-2 10-2 3x21375 0 14-0 10-9 3x1al 750 m 14 to 11-5 5x5.500 6-10 4-10 3.7 5x6875 9-7 6.1 4-6 3.9.625 12-0 8.6 6-4 5x11.0011 13.8 9-9 7-3 5x12.375 15-5 11-0 8-2 Sic 15125 0 13-5 10-0 5"16500 0 14-7 Io -10 5x17875 c IS -lo 11-9 5x19150 o in 12-6 5x20.625 0 I 0 1 13 7 Maxtmum "ow+blc hi dedglyder spm moscda 16 fort, mem arc Linc d to 16 fed. TaIndnd arca one hued an 02 (hide H® -Fn, and ate applicabl. aa npecia with vgnal Or g. Fr wall H ham We Suppbmcnt (.a, Douglas Fa -Lamb, SuuWeru IN , or Spmcc-!tine-Fir). For N3 Grade lumbo, trans andl be multiplld by 0.75. + Tahulamd son. suntan 24F combatant 8lalam ' Tabulard spot uriut hcdam-WPa'6agamxleass flow in[ - Fm hudcn mppnning..mammas hvm -pita thiol join r.bulnd arms rh.11 be mudaplld by 0.69 ' The combo uF,-k nide m,mans ar cached idda header stall be n r T u 3z4c 3" 4 5" 5", 6" 3" 4.5" 5" 6" 3" 4.S 5" 6" 2-2x 3-2x - 4-2x -2x -24 (r, 4.2 -24 -2x � 4-2x 8 0 Hada Suppmlmg SHerder) Number attack Skids Required a been Fad of be HuxJer14 2 1 1 1 1 1 1 I I I 1 I I Hy 4 1 1 1 1 I 1 1 1 1 1 1 1 6 1 1 1 t, I '1 1 1 1 2 1 I 7 One Flom Only 8 1 1 1. 1 2 1 1 1 2 2 2 1 (Censer Ba mg) 10 1 1 1 1 2 2 1 1 3 2 2 2 12 1 1 I 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 .l 1 3 2 2 2 4 3 3 2 2 1 1 '1" 1 1 1 1 1 2 1 1 1 4 1 1 1' 1 2, 1 1 1 3 2 2 2 6 2 1. 1 1 3 2 2 2 4 3 2 2 Two Flton 8 2 2 l 1 3 2 2 2 5 3 3 3 (CrncrBarmit) 10 2 22 1 4 3 3 2 1 4 4 3 12 3 2 2 2 5 3 3 3 7 5 4 4 14 3 2 2 2 5 4 3 3 8 5 5 4 16 4 3 2 2 6 '4 4 3 9 6 5 5 ' w6rrt: 16e nnmM ofl•rL ,n,A•mm.l,l n,nu.,nM•u"IIn...,....a,..aMW��-....i i.._d-.__. belghtwvll mid. An egwvaleut tmbm o(iu0 hmgld call" am permilWd W mplem)nck xluds when adegtm gnwlty caevechat nee p[avidd. SHEATHING NOTES: ALL SHEA I-HING 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 IST 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 ENC DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE, ALLROOF 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. 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 © 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 liscense d exclusivly to the buyer. Acceptance Of these drawings does not authorize the right to build without the authorization of local goventing agencies, such as Suffolk County Dept of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 11waECr elm ■u've^ar-a r DAM 07-06-04 09-12-04 06-17-05 06- 21-05 role FRAMING NOTES FRAMING TABLES 6 of 18 \rW V o V1 Q (r, a H U u � 0 O 8 0 11waECr elm ■u've^ar-a r DAM 07-06-04 09-12-04 06-17-05 06- 21-05 role FRAMING NOTES FRAMING TABLES 6 of 18 8 0 . Sd`1 �z�r�]s gg (y qq Hy EZ �ZWd 1 WWA s� 11waECr elm ■u've^ar-a r DAM 07-06-04 09-12-04 06-17-05 06- 21-05 role FRAMING NOTES FRAMING TABLES 6 of 18 ALL FOUNDATION REQUIREMENT TABLES ARE FROM THE RESIDENTIAL CODE of NEW YORK STATE TABLE RtOt.1.1 11 PLAIN CONCRETE AND PLAIN MASON FOUNDAnON WALLS FWN CONCRETE MINWUM NOWNAL PLAIN MABONRP MINIMUM NOMINAL WALL WALL THICKNESS HncMa) THICKNESS pnchaal Boll <IpcasYx MAXIMUM GM, GC, 6C, MH, ML{L SC,MH, ML{L MAXIMUM WALL UNBALANCED HEIGHT BA[NFILL HEIGHT, OW, DE 6M, SM4G awl lnwgmk GW. GP, 6W and GM, GC, SM, am lnoryamc pae4 kat SW.n4 SP and ML CL SP BM.9C ad ML CL 4 6 6 6 6Sol ide orb 6mhdo orb 6solid' or5 5 6 6 6 6Sahl'.,9 A IU 4 6 6 6 65alidJ.18 6anlido n,9 6Wlidv.19 n 5 6 6 6 6anliddor8 8 M 6 6 Re AN R 10 C 4 6 6 6 0d di orA 8 R 5 6 6 as 6Salida m6 10 10 ' 6 E 8 A IG 12 IU solid` q B 8 10 I2 10 eoltdd 12 sort' 4 6 6 6 GsoIdd old risohd^ore b 5 6 6 8 6widd Lig IU I: 8 6 88 8Ill IU 1 12 12 wlicd 8 IU 10 12 12 solid° Foodrr r 8 IU 10 12 IO xahJ' 12 "sial° Fanuane, 4 6 6 6 6sn11ddur8 6sohodarI 3 5 6 Bn 8 9 G 12 ,T 6 8 8 10 IU 12 12 solids 6 10 10 12 12 solidi FudmnL N IU 10 12 12 soIWA Frmmomc FddluuicC 9 10 12 FoaoTo f F-.zTe a Footnote a Poolno¢ c .r l Ile.h-254.rit,1fort- TIN A mm. I poundyes vyowe Amid 6695 Pa a. Munm.o I - Type M or S u,J swan, shall be Win Amid, and, Uv,roua! hullnw or, vans me panmu.d meat where mdI.1sg mUTmffd b Set zh»m dead mememm whh he Coiled Suit Cl.auleatmn System Rein to Table R405... T. unborn... Mrkfil' Im'Wn n theddlertnee m hei,lnofineeuedurmd mt...Onmx palmi Iwelx WLrn vis mmnwcnncrweslab is yrovdeJ, de unnlunca harkGl. hei,hrslwllbermadd adanal theexmnurfirish,woad Icvel mNesopofthrIIIHa Howncdewsbb. d cad d nm,ned nuuow untie or aortal naand., atom, e, amIl wmwcopn sha11 he In.la,vdn[ve w,dr lkble R4041 1(2) or a dm,n mmll be pmvded. 1. a cel en .. rgmrtd , Tru,kiorlords,he6mcer.,PmWi lTmlmum siNafed ermpa,veamlgd, ofwmme,/„44,000psi TABLE 0.404.1.1(2) REINFORCED CONCRETE AND MASONRY+ FOUNDATION WALLS MINIMUM VERTI HINCH N FORCFA1ENr THICKNESS SPACING' a F06 64XCH NOMINAL WALL510 AND MUTIMUMWALL MAXIMUM UNBALANCED I- Saa<Wa.ae HEIGHT SACNFILL HaOHT, DM, GC, 6M, SM4C antl ML SC, MH, ML{Land imr0nk (pall INaI) GW,GRSWam SP,nb amle Cl iM 6 5 Y.4m48"mv. MeaR'oc. Mat 4R"o.c. 6 Mm4R"nc Mw40'oe N5at 4h' ox 4 Mat 48- ad. Met 40."sera Mat 4T,' orae. 7 5 N4 at 481 G.'. AMm411"n L. N4 tit 40'O.c. 6 ad.14tl"o,a Y5 of 48"n.c #5 Jr. 40'ITr. 7 44 n1 a0'o.c k5 at 4t)-o.c. #6 at 48'u.c. 5 #4 u14V ac 44 at 48' ox 84 at 40'e.c. a 6 64 at 48'a.c #5 at 48"ne N5.140'..C. 7 #5 at 48-o, r. H6 tit 49' six 46 aI40'o.c, 8 055140'. e. #6 at 40"req 96.124'or, 5 04 at 49' ox. #4 at 49-.L 45 nt 40."oc fi AAt 48'oc. 95 at 48'a T. 96 at48"aa. 9 7 k5at 48"u.a. 4G m4Abr N6 At 32"0c R e5 m4U"orae. k6 at 32'o.<. 46.124"he 9 46 at 40"U.c. #6 at 24'..1,. 06 At 16"ac. TorNi Iinch 25,4 mm, I for =304.8 Our. . Mom, skull he 11, M or Sand asoma, shat l he laid in Iunniag bald. a Almm.I 1. nlnm.m,ba'11.1 and molege hilumBan egmvamA mrearae<rieual mmufwmfot<emmtper Ideal furl ofwallshall be p<Ixliued,molded Ilia "yea's of the minforoement dap rot exceed 72 meb.. e Vnuen.... ... rammer,droll beGrade Ml.lmamur The deaam from the into ofd' ad ntle ofihe all to Nle centla'ati,ade d reiof doenr:ntshell he N Imsl 5 tints., J Sail dusu am,r aeeordoxe wM Ne Un fled 5.11 Clmd6muon Sym. Refer To table 11405 1. eLnnulm<M backfill Muhla We ddtoreme in hngntufine ecem.nrd avenurOmah Rmwd level.. Witemnal. nnrcnnemmda6 ivwavitlm. theinhAmecd bu:kflll brok, shill me ay..umd from the aemior finish sola level m ire Top urdp Anterior cogrood. alb. TABLE R404.1.IJ REINFORCED CONCRETE AND MASON a FOUNDATION WALLS rnv 1'1111. e4 Ter. Iman, 3Di.8 mm a Mow II b.TprM at 5wd mnsomy dull M lnd it rurmnN Mrd L Areal- olireb, sus ma apacn,hmir,an ea.p.mma.SssttYmrd... ot.'nfararenl pw haul lar r.11dml by permncd po+,Jed Ne troL a l The remlorcernmL duel nor exceed 72 rne. u. Mn .I hllb<L.neLOa ,nom lbednwnmrom Nc fnmofNen.�Isreale°NrpxnlmlMur¢refscnirnlmninrumer. "hili bcmleaa Hn it Ir -1 1 wrh kin, W fied SlidCI f I' SY rem. Ileleri T obkR 0s nkfill Lx ATI he OlidsdR J'aercneemheghroff a'randnems,.fine aai,levelsoneunn.nkr err cunercmsUbspray Jed the onbdanerr < Mrkhll l e g L WruII M mens nod 6o I lhv utero trni.h s awed Icwl m Ne .,.fine the l denw concmm dao. TABLE R4041 1114 REINFORCED CONCRETE AND MASON R FOUNOAnONWALLS MINIMUM VERTICAL f WNFORCEMEW SIEE AND SPACING'• FOR INNCH NOMINAL WALL THICKNESS RA um SPIT Chime ..dAUM WALL UNBALANCED Sell BACKFILL HEIGHT, GW, OF, SW arta SC, MH, N Land II -q BP sols GM, per SN, SM41C arm ML colla Inwgarde CL .4. 4 X W c MN•1 m56 A.C. N4 xl 56 orae 5 Mx156'. 44At 56"n.c. 44 a111..C. 6 As, .156'ase M.1411 -IT MA[dW. c. 7 64 at 56" Go 0 at 56'o,c. #5 at 40'u.c. 5 44ot56"i,. 04 at 56' ox F4d48"oc. 8 6 14 at 56'nc #4 at 48" ox #5m56'u.c #4 m 4A' oral. 44 at 32" o.c. C6 at 56' o.C. 8 #5 At 56"0C. HS xT 40'oc e7 At 56"orae 5 _Xr. 56' U.c. T,4 a 56' orae. M at 48" o.c. 6 M AT 56' o.c p4.40' orae N4 .1 32' o.e 97 Mar 56"a c. e5 xt 4A'ac 46x148"o,c 8 44 u112's c. @G of 4R'n.a. 44 .116".0 9 95 at40'n.C. dG of 4O"nae 47.40 IT, Forst Imeh-25-Innu,liwl-31NUnmr. - - a Morro inn I be Type 61 or 5 .rod muvomy shall Fe IoW m mnnrn, bund. I. Alun' yr -m orcaq, her mace and auin,haling meimvdom crwsardmal arm of.infuruemmipar h.vel amt rt udlshall be y<.T,.d prnvdeil ler apamng M de renfweerneal d- me, sued 72 mch.. ,. VT!l l•rmm,wlnaoddallim i Ml mmrmnm Tim Jnlm.firnm rhe fareddleveil."Ti Newall 1. the cmlerofvani,ellcmfa-rde,n shall Fe in last n Ir n d So I daces are IT oxcoibrace with Iter Untied moral Chermta,n Srs m. Referw Tublc R05 n. e I Iva.nwN buk]II ncl4.m n m4 dlneeenae w rte,SI,I alma a np,ni, dl marcor antsh yramd escic. Where an,memrew,erelp Add is provided, err untelmi,so bacilli hntllit alms: be nnuared fiom The c ief finleh W..a. level k.e lip ofihe dandle° alar Mb ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table 3.1 Nailing Schedule Table A -3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) Table A -3.4B Uplift Strap Connection Requirements as Exposure C NwnberaResisting Uplift Loads from Wind - Exposure C (Roof -to -Wall, Wall -to -Wall, and Wall -to -Foundation) Numberof IoW[Drxdption Comma N,iNailsBaa Nule Nut spacing (Prescriptive Alternative to Table 3.2) (Prescriptive Alternative to Table 3.4) Nfterto Top Plak(TodHiged) (sm Table 3.4 A) (em Table 34A) pernRer Tbree Second Gun Wind Dmdload AnsumPtione. RonL'CeIIIng Awmnbly nl=l5psf 83 90 led Ito 120 130 Ito 150 Ceiling Intel in Plate (Tae-IDiled) (edea Table 3.4A) (am Table OAA) � perjolet Speed m h T1uee Secmd Gun Wind <5 90 IOD 110 120 Il0 NO 1511 Calling Join m Pmilal Rather (Fate -Tiled) (em Table 3.9A) (oro Table 3.9A) catch lop Ahmed Plate m Foundation Anchor Ij speed hah Ceding Join reps Over Pamlico (Faco-miled) (am Table 3.9A) (am Table 3.9A) each ley Folmdation Supporting Maxirmm� Amhor Boll Spaning (lo) Coll. Tie InNam (F,m-roiled) (sm Table 3.6A) (ace Table 3.6A) Per U. sal: Comat[m Nsimv BI«`nn to Rater (.Th il<d) 2" Bid 240d each and 8' Sod Loom Pr ase Spumg (in.) Roof Spite o NWs « lad Nags Run Board m Rafler(End-nailed) 2-16d 3-16d mch and Uplift loads 1.3 1 19 ZS 22 20 IA (R) d Be Snap'''''^ P 'or Tarso 3 4 4 I -- 29 26 73 21 16! 4 5 Top Plate to Top Plem(Face-nailed) 2-16di 2.16dt PAT fast Preaceirsdo. Untie gree blood Z'{: Top Plow at Intsesecdmi (Face -roiled) 416d 546d lama - mch aide r d the less' of the obtained 12 f)1.�1. 6 6 Sled. Shod(Faco-1Maed) 2-16d 2.16d 24'o.a When anchor bolts wum ' valuec For a h0. loads tion 7.2.1.7 and 3 2 2 3 jj ¢pII 6 Header b Halder(Fa<o-oalled) 16d 16d to- ..,."long Adgm }Y• ''til 3 tl Top or Bosom Pham m Said Meadsidd ) (me Table 3.5A) (am T.1,1.3.5A) pmetud 1 S . 7 4 7 9 NI 2 3 5 Boaom Platen Fla«joist, BandJWM, Endjo.t« 2.16d14 246d'a Per faint .i, , 2 3 3 5 5 6 Dirckmg (Faro -nailed) 2 3 4 4 5 6 7 :02 0099 Joist. Sill, Top Plea or Girder (Toe-on0ed) 4- Bit 4-I0d perjoMl l6 2 ] 4 5 6 7 R 3 4 5 6 7 8 :Wr I I 3 9 5 6 8 9 BndginemYang (Toe -nailed) 2-841 L10d mch end ,0 Blocking to Join !Tae- a ded) 2- Ed 2-]d catch cnd F BI«king to Sill Air Top Phr%(TDanded) 3-16d 4 -Id mch black 3 4 5 7 8 - - Lodger SenPtoBegun (FAcenailed) 3-164 4-16d Mahican Joist on Ledger to Bew(Toe-oailed) 3- 9d 3-10d per joie 2 3 4 5 5 6 B Bald Join m Joist(Ed-nailed) 346d 4164 pajaM 'I Bald Join an Sill or Top Plam(roonalled) 2.1641' 3-16d per foot 3 3 4 6 1 9 192 3 4 5 9 3 4 5 Str«noel Pmol. ed Had (era Table 3.10)3 6 - Diagonal Bard Sheaddng - 3 - I"x6'«I.A. 2-8d 2-IOd per support 5 d 1"xt0"erxid. 34d 3-I Oil per support ' 7 8 A 9 Gypsum Wallboard 5d<oole. 5d cooled. It" dg./10"field 24 2nd'°' 9 - 29 C Srruetural P 1. Sid IOd (Ma Table 3.11) 32 - - Fiberboard Panel, I 36 4 - - - 7/I6" Gds - 3"edge/6"Hold P.wnplwe ln•uM Are liaised un avalmpbonam Table3L' 23132' Bde - 7"edge /6"Feld TabWMed uplift connections lequiremands asance a building timeliest in F'xpdvrm C. Gephardt Wallboard 5d caste. 5d.1. 7"edge / to- field T.bWngdup%ft coAd. If. H.dboard ad gal (am Table 3.11) prompt or the Panld.b.drd Panel. Ad Rd (am mmnficmr<r) Table A -3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection mdin8msembI wit atoch enditheandWg assembly is net connmmd ti the nnfwuernblr, the l¢Md¢Ird euetber oloeiB shell Requirements - Exposure C b m.merebylandagateendof 1 amp. Diagonal Board Shading Mmlmwo.4alM ,m53 Grade 33 mml amu 1'St6-. IStB" 2-Bd 2.10d pera ippon (Prescriptive Alternative to Table 3A) Table A -3.4C Rake Overhang Outlooker Uplift Connection Requirements - INIVnd«Wiifer 3-Sd 3-I01 pmanppod _ - Exposure C Thrce Second Gust Wind Sped 85 90 100 Ito 120 130 140 ISO SWL'6iN PmeN Iii or least gal lOf 6" edge / 12" bald _ m h Tluve Seemed i Wald 85 90 100 110 120 IJO 14 rmle0 150 gr Wm l' IW 1641 6'edge 16'field Rafle"Cehng lout 1Vnl Heigh Numb.nl ed Caomon Nolo or 10d Box Nule(To.dallep Speed(mphl s, TT is DiagowlBoard SheathingIis.Spunng Un) (R-) Requlrcd;n Each R,. L. -WI Caking Jon'Ta, Plee CUnnecuon ounonker 8pareg tin Uplift Carimcdvo Loads lbs 1'x6' « IStB" 3441 2-IOd Pm rvpport ." ...m .; r..L.- • . _ . 1'a 10 -or ander 3 -RI 3-1,)41 Pa ruppon 8 2 1t ta1� "�v 3 7 Il 259 291 359 579 517 606 70] tl7 12 :a1 s.`a'V•�q' F( 3 16 146 ]eT 476 579 689 BOa 977 IG76' Nailing rcqul.amaB aro bledwwaa sheaBmg sated 61mhaa oe-ceeher at Ne panel dge.If well ohutlung it wld3inchm on -censer at the 10 2i+ '""'y' 2Ar f=8�`wrdAiH d+l�"1 3 s 4 21 Sltl 584 .-, '7171 11 /..S6gp'b rc' IUII'1 1212' 1406' 1 1614' parol edge landslides mghm stege aprvitim, tWling regWtemenu for slxucm.l membra And be doubled, «alten.m meomro., rvch as ehnr M 3 t a 9 Y' fLu4 D74 e.1'w�pb'4 run4 r 4 '+ 4 a 4 1 e.T.Wl.md onlooker uPlifl ca?m9tlogSlasOa lrlpl�db ilggeWl C,,,. pie , Amid be used to m,inbto the lad path. 16 •r R i 'ks "'P Rrc1d 'x g ' t, S„n `"8,. s 5 <�°fi g! i Where vnd ehmtltingucoritiretuow oval mmeded nieMer; the MbWered number oftMilg ilWl be pamitiedbbc iditcdwl-1641 vii per (mL lo' ++ 3'"' 3 ^"'"r ^�J s'""''1''`3t(`p'dL 'r'Fl i4'� MSn 4 7nbuloid uulluuker aphRmmeMlm lod„R MLd,gnlfap{;IrY4rhNya Fgriaii pgl las ihm2keL MhuNUJ valve. a Common rmialm111 gage hoofing nab ad 16 age eµlw m pertmimd, chock IBC for additional requhmlmu. B t4 T �.s f 4.F t"5ai��,n�!',"p6Ufh. X1:31 ' 4 4ayi3µ` "!i 6 6 doll be peimined to bepsWilpllra7'�l(8!'F Ok1YI •V.";�.ry v4f4 24 Vim, k '"'rtnNl fn�ar,{1i. F _ ,1 I`„�[ Slnfi Y i` >'t 'L' n t{Oilrw ltid i A4U,+.J ' mL r For overhangs l«amdlga,ifa lM flgwe�'p(yY '.y L Q�-d{ll beIo be multiPltc4 by U65. P<MnPuvel' ambMd pq'psaumpgom,anLPaWe'34 itr,q '.'�v a1+t, 3Yo 1, 1. Onlooker Im Ifbellmitd1p20i t�lo.`r415,a "�. '!! t,d �$N'. . . AMERICAN FOREST &PAPER ASSOCIATION i Tahulasd oahuebtlm'}Mquimmeeb aa11=e a1iVlJmglocvldmBaroSUTe L�A:r, v,y 3P,'4r rf'• Y *t11 s,ll+`jh rb 48'Iy, Table A-3.28 Bottom Plate to Foundation Connections (Anchor Bolts)Resiating gJdi lPawhd'pail[)w.rter.the.unofinetoemdsdmdpaperl id➢ngdHATM Atdalnr<aecejin, �-i When milia p, ). - J•'o.<.N {I SduclnlC,s .S ,"'d)nT`h tar. "(I .,Vas, Lateral and Shear Loads from Wind - Exposure C T 6nI nedn m6adr w.mgp nal:" 1; "%' "(y phi "tl '" " conn<gno6 p. a jSW:¢s To .,.U1 rplhUpg,ra mgr4lJlin2'toanM7s+shall be tw.11ed in mch Mde ani rafler ar ce !nem-pUt when fastened to a 2x4 alp 1. 11" 1 i w IFnwa fi j{•ne 4, r I' Rerl i, (Prescriptive Alternative to Table 3.2) Ilt r3 menaW in etch side Arbon fancied tun 2x6 top Ilam. panel raid nailing - = 4' Perimeter Zone Thr. second Gun Wmd1 rl yt,'_ panel edge nailing Spend(iniph) 85 90 100 110 120 130 14U LSU - T-a- BDaam P'.a:c IU FnunaAnn. Amat b« ' ' H koutidation Swp(wning Maximum Arrhnr Holt Spncng (in )I . But, Coimeaiun Rdmdtino - Leµer of Irl"Anchor Baba . y .J,/2 OJ 2 �, Lateral and Shear Loads 1-3'altldleXa"SN4E fM1 w';Y .d Nf' 30 "a _ 1 -81, 711777!idt1+ .+0sw nil wt6r ::!3/ An l .alpI .i!^Hn:-7Jn" 5"'p7 gaT,i r.. ,.43.. ,I„ F'vparTlhpt a o' Neq ulr[dr`, 1 �!f I I: �! 5 r,� Int Pres<npnve luaus tie ba.edpBl'_.... .. _tt HhW 'S1l�'ti4(F ✓yid�!!d�,.f •,,�.'�bi4v h'_(;,a r4 y-µ1 r" ..,,: y4d+Nap •+'k �Wpt"pl N.,,,h�... BIDc41n6�„rr'.(M ,t(a'4 M �. w,h1!eRA}. .,oNM .. rc,p,4..iV"r .. A n":.A.Wari ��n"'i'"+.,S.lat' ` r5, . (�: - 2•All4d�8uk6{.. when meteor bolts a 4s � eed the lesser afrhe Mbulerd Ip� t +, f �'" n.x..« Le(e' 't . '?'�,-S^•'. i're . ' -^.p" Are, eed; _� Ilgi bql e4'W ; >"x ,':�" VV�� +SM' '2wm0.tF, r v 4" �e 4' v �p�n�L7hr LL�� N" ^u• 14x'• f%C ,.` 4 aH , r. a 7 M •'•?e4,, lwus ..2.1.7 mJ 3._ 2 3. r j N r. values for l:pha toady _ Wk Tnbn:atcd mehar bol' ¢ auCe JI r ac, a{�da{tGCy�((�t� t 2 Fnr other will ti Itq 11,v + pl rr. a 1k (6 f , 1' {b "J,. yS{r sheathing types Chet( t 'I 6i rA by the aoPropnaiy Y g,{ ro T,bl<3.17D. boa w uu ' Sp ) ,Y�Q 'd #tr i' k n'rlH i ' i 11tYh�p hi btiicv case shall Anchor U9ltA gO]ppS s tss'1"kr)�d`, •a� r, r Way �'IJisffli"Pi+ s, q'h1T y,'. :<F,avde �3,,}}Se<ti};(,5 iia•,Y.ri,;v;a'd: �t�Y'x '4 I4 are . = ' (ry 'J,t T aj'r are r re4' f;�, 13C1'", - For slum secandg(Ise '(U(yTIP walla ubulated le:e.l value fio5gi�;bk (y3i:l;�eeh 262 p1f, lamr¢I„wwrcuuos S ti,�,i.j i M✓+ xi rtLi(55 snnll be dnerm:ned vis, +I 4 . f1T,"s'�-` v SHEATHING 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. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE 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. 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 NOTE: ALL SIMP'SON 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. © Copyright 2005, East End Design Associates, LLC All floor plans and elevations we 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 plana is liscensed exclusivly to the buyer. Acceptance of these drawings deer not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. VERTICAL REINFORCEMENT SIZE AND SPACINGae FOR 124MCH NOMINAL WALL THICKNESS MAXIMUMWALL NEIUNT MAXIMUM UNBALANCED BACKFILL HSIGHP - ON, GP, GW AM SP 6411<M<anA 6G, MN MLCLnnJlaorgmk CL h.e1 past) .dila GM, OC, SM, SM4G and ML adds sally pg L 4 Mx17z a<. roan-7spo.�. wt at 72 VC 5 Mnl 7Y.0 M.172".... 14 at 72'dc 6 04 1 72nc M 164 oc #a In Us'oc. -I .02' . . #4 of 48 o.c 75 At 56'd S iw At72'oe 112eo.v. N4 at 2'C: g fi N4 rte ;2'oc 44 Nom se"sera r,5 at 72'aL L 137 li7 7 M 164',a 05m64"oc Mn 12'a.c 8 #4 at 48' ..L N4 AT 32- tic, #5 ad Q'itc .5 44a177 arae. Ma172"oil 44.112"ac 6 Mat 72 04 #4 at 54'oa NT at 64' ac 9 7 Mat 56'oc M4 A: 41 Afi x164"sera 44x164"oc Nfi at4F'or. NS tit 1st"oc 17 01"oc. k7 at 12"oc #6 at 40"oc rnv 1'1111. e4 Ter. Iman, 3Di.8 mm a Mow II b.TprM at 5wd mnsomy dull M lnd it rurmnN Mrd L Areal- olireb, sus ma apacn,hmir,an ea.p.mma.SssttYmrd... ot.'nfararenl pw haul lar r.11dml by permncd po+,Jed Ne troL a l The remlorcernmL duel nor exceed 72 rne. u. Mn .I hllb<L.neLOa ,nom lbednwnmrom Nc fnmofNen.�Isreale°NrpxnlmlMur¢refscnirnlmninrumer. "hili bcmleaa Hn it Ir -1 1 wrh kin, W fied SlidCI f I' SY rem. Ileleri T obkR 0s nkfill Lx ATI he OlidsdR J'aercneemheghroff a'randnems,.fine aai,levelsoneunn.nkr err cunercmsUbspray Jed the onbdanerr < Mrkhll l e g L WruII M mens nod 6o I lhv utero trni.h s awed Icwl m Ne .,.fine the l denw concmm dao. TABLE R4041 1114 REINFORCED CONCRETE AND MASON R FOUNOAnONWALLS MINIMUM VERTICAL f WNFORCEMEW SIEE AND SPACING'• FOR INNCH NOMINAL WALL THICKNESS RA um SPIT Chime ..dAUM WALL UNBALANCED Sell BACKFILL HEIGHT, GW, OF, SW arta SC, MH, N Land II -q BP sols GM, per SN, SM41C arm ML colla Inwgarde CL .4. 4 X W c MN•1 m56 A.C. N4 xl 56 orae 5 Mx156'. 44At 56"n.c. 44 a111..C. 6 As, .156'ase M.1411 -IT MA[dW. c. 7 64 at 56" Go 0 at 56'o,c. #5 at 40'u.c. 5 44ot56"i,. 04 at 56' ox F4d48"oc. 8 6 14 at 56'nc #4 at 48" ox #5m56'u.c #4 m 4A' oral. 44 at 32" o.c. C6 at 56' o.C. 8 #5 At 56"0C. HS xT 40'oc e7 At 56"orae 5 _Xr. 56' U.c. T,4 a 56' orae. M at 48" o.c. 6 M AT 56' o.c p4.40' orae N4 .1 32' o.e 97 Mar 56"a c. e5 xt 4A'ac 46x148"o,c 8 44 u112's c. @G of 4R'n.a. 44 .116".0 9 95 at40'n.C. dG of 4O"nae 47.40 IT, Forst Imeh-25-Innu,liwl-31NUnmr. - - a Morro inn I be Type 61 or 5 .rod muvomy shall Fe IoW m mnnrn, bund. I. Alun' yr -m orcaq, her mace and auin,haling meimvdom crwsardmal arm of.infuruemmipar h.vel amt rt udlshall be y<.T,.d prnvdeil ler apamng M de renfweerneal d- me, sued 72 mch.. ,. VT!l l•rmm,wlnaoddallim i Ml mmrmnm Tim Jnlm.firnm rhe fareddleveil."Ti Newall 1. the cmlerofvani,ellcmfa-rde,n shall Fe in last n Ir n d So I daces are IT oxcoibrace with Iter Untied moral Chermta,n Srs m. Referw Tublc R05 n. e I Iva.nwN buk]II ncl4.m n m4 dlneeenae w rte,SI,I alma a np,ni, dl marcor antsh yramd escic. Where an,memrew,erelp Add is provided, err untelmi,so bacilli hntllit alms: be nnuared fiom The c ief finleh W..a. level k.e lip ofihe dandle° alar Mb ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table 3.1 Nailing Schedule Table A -3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) Table A -3.4B Uplift Strap Connection Requirements as Exposure C NwnberaResisting Uplift Loads from Wind - Exposure C (Roof -to -Wall, Wall -to -Wall, and Wall -to -Foundation) Numberof IoW[Drxdption Comma N,iNailsBaa Nule Nut spacing (Prescriptive Alternative to Table 3.2) (Prescriptive Alternative to Table 3.4) Nfterto Top Plak(TodHiged) (sm Table 3.4 A) (em Table 34A) pernRer Tbree Second Gun Wind Dmdload AnsumPtione. RonL'CeIIIng Awmnbly nl=l5psf 83 90 led Ito 120 130 Ito 150 Ceiling Intel in Plate (Tae-IDiled) (edea Table 3.4A) (am Table OAA) � perjolet Speed m h T1uee Secmd Gun Wind <5 90 IOD 110 120 Il0 NO 1511 Calling Join m Pmilal Rather (Fate -Tiled) (em Table 3.9A) (oro Table 3.9A) catch lop Ahmed Plate m Foundation Anchor Ij speed hah Ceding Join reps Over Pamlico (Faco-miled) (am Table 3.9A) (am Table 3.9A) each ley Folmdation Supporting Maxirmm� Amhor Boll Spaning (lo) Coll. Tie InNam (F,m-roiled) (sm Table 3.6A) (ace Table 3.6A) Per U. sal: Comat[m Nsimv BI«`nn to Rater (.Th il<d) 2" Bid 240d each and 8' Sod Loom Pr ase Spumg (in.) Roof Spite o NWs « lad Nags Run Board m Rafler(End-nailed) 2-16d 3-16d mch and Uplift loads 1.3 1 19 ZS 22 20 IA (R) d Be Snap'''''^ P 'or Tarso 3 4 4 I -- 29 26 73 21 16! 4 5 Top Plate to Top Plem(Face-nailed) 2-16di 2.16dt PAT fast Preaceirsdo. Untie gree blood Z'{: Top Plow at Intsesecdmi (Face -roiled) 416d 546d lama - mch aide r d the less' of the obtained 12 f)1.�1. 6 6 Sled. Shod(Faco-1Maed) 2-16d 2.16d 24'o.a When anchor bolts wum ' valuec For a h0. loads tion 7.2.1.7 and 3 2 2 3 jj ¢pII 6 Header b Halder(Fa<o-oalled) 16d 16d to- ..,."long Adgm }Y• ''til 3 tl Top or Bosom Pham m Said Meadsidd ) (me Table 3.5A) (am T.1,1.3.5A) pmetud 1 S . 7 4 7 9 NI 2 3 5 Boaom Platen Fla«joist, BandJWM, Endjo.t« 2.16d14 246d'a Per faint .i, , 2 3 3 5 5 6 Dirckmg (Faro -nailed) 2 3 4 4 5 6 7 :02 0099 Joist. Sill, Top Plea or Girder (Toe-on0ed) 4- Bit 4-I0d perjoMl l6 2 ] 4 5 6 7 R 3 4 5 6 7 8 :Wr I I 3 9 5 6 8 9 BndginemYang (Toe -nailed) 2-841 L10d mch end ,0 Blocking to Join !Tae- a ded) 2- Ed 2-]d catch cnd F BI«king to Sill Air Top Phr%(TDanded) 3-16d 4 -Id mch black 3 4 5 7 8 - - Lodger SenPtoBegun (FAcenailed) 3-164 4-16d Mahican Joist on Ledger to Bew(Toe-oailed) 3- 9d 3-10d per joie 2 3 4 5 5 6 B Bald Join m Joist(Ed-nailed) 346d 4164 pajaM 'I Bald Join an Sill or Top Plam(roonalled) 2.1641' 3-16d per foot 3 3 4 6 1 9 192 3 4 5 9 3 4 5 Str«noel Pmol. ed Had (era Table 3.10)3 6 - Diagonal Bard Sheaddng - 3 - I"x6'«I.A. 2-8d 2-IOd per support 5 d 1"xt0"erxid. 34d 3-I Oil per support ' 7 8 A 9 Gypsum Wallboard 5d<oole. 5d cooled. It" dg./10"field 24 2nd'°' 9 - 29 C Srruetural P 1. Sid IOd (Ma Table 3.11) 32 - - Fiberboard Panel, I 36 4 - - - 7/I6" Gds - 3"edge/6"Hold P.wnplwe ln•uM Are liaised un avalmpbonam Table3L' 23132' Bde - 7"edge /6"Feld TabWMed uplift connections lequiremands asance a building timeliest in F'xpdvrm C. Gephardt Wallboard 5d caste. 5d.1. 7"edge / to- field T.bWngdup%ft coAd. If. H.dboard ad gal (am Table 3.11) prompt or the Panld.b.drd Panel. Ad Rd (am mmnficmr<r) Table A -3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection mdin8msembI wit atoch enditheandWg assembly is net connmmd ti the nnfwuernblr, the l¢Md¢Ird euetber oloeiB shell Requirements - Exposure C b m.merebylandagateendof 1 amp. Diagonal Board Shading Mmlmwo.4alM ,m53 Grade 33 mml amu 1'St6-. IStB" 2-Bd 2.10d pera ippon (Prescriptive Alternative to Table 3A) Table A -3.4C Rake Overhang Outlooker Uplift Connection Requirements - INIVnd«Wiifer 3-Sd 3-I01 pmanppod _ - Exposure C Thrce Second Gust Wind Sped 85 90 100 Ito 120 130 140 ISO SWL'6iN PmeN Iii or least gal lOf 6" edge / 12" bald _ m h Tluve Seemed i Wald 85 90 100 110 120 IJO 14 rmle0 150 gr Wm l' IW 1641 6'edge 16'field Rafle"Cehng lout 1Vnl Heigh Numb.nl ed Caomon Nolo or 10d Box Nule(To.dallep Speed(mphl s, TT is DiagowlBoard SheathingIis.Spunng Un) (R-) Requlrcd;n Each R,. L. -WI Caking Jon'Ta, Plee CUnnecuon ounonker 8pareg tin Uplift Carimcdvo Loads lbs 1'x6' « IStB" 3441 2-IOd Pm rvpport ." ...m .; r..L.- • . _ . 1'a 10 -or ander 3 -RI 3-1,)41 Pa ruppon 8 2 1t ta1� "�v 3 7 Il 259 291 359 579 517 606 70] tl7 12 :a1 s.`a'V•�q' F( 3 16 146 ]eT 476 579 689 BOa 977 IG76' Nailing rcqul.amaB aro bledwwaa sheaBmg sated 61mhaa oe-ceeher at Ne panel dge.If well ohutlung it wld3inchm on -censer at the 10 2i+ '""'y' 2Ar f=8�`wrdAiH d+l�"1 3 s 4 21 Sltl 584 .-, '7171 11 /..S6gp'b rc' IUII'1 1212' 1406' 1 1614' parol edge landslides mghm stege aprvitim, tWling regWtemenu for slxucm.l membra And be doubled, «alten.m meomro., rvch as ehnr M 3 t a 9 Y' fLu4 D74 e.1'w�pb'4 run4 r 4 '+ 4 a 4 1 e.T.Wl.md onlooker uPlifl ca?m9tlogSlasOa lrlpl�db ilggeWl C,,,. pie , Amid be used to m,inbto the lad path. 16 •r R i 'ks "'P Rrc1d 'x g ' t, S„n `"8,. s 5 <�°fi g! i Where vnd ehmtltingucoritiretuow oval mmeded nieMer; the MbWered number oftMilg ilWl be pamitiedbbc iditcdwl-1641 vii per (mL lo' ++ 3'"' 3 ^"'"r ^�J s'""''1''`3t(`p'dL 'r'Fl i4'� MSn 4 7nbuloid uulluuker aphRmmeMlm lod„R MLd,gnlfap{;IrY4rhNya Fgriaii pgl las ihm2keL MhuNUJ valve. a Common rmialm111 gage hoofing nab ad 16 age eµlw m pertmimd, chock IBC for additional requhmlmu. B t4 T �.s f 4.F t"5ai��,n�!',"p6Ufh. X1:31 ' 4 4ayi3µ` "!i 6 6 doll be peimined to bepsWilpllra7'�l(8!'F Ok1YI •V.";�.ry v4f4 24 Vim, k '"'rtnNl fn�ar,{1i. F _ ,1 I`„�[ Slnfi Y i` >'t 'L' n t{Oilrw ltid i A4U,+.J ' mL r For overhangs l«amdlga,ifa lM flgwe�'p(yY '.y L Q�-d{ll beIo be multiPltc4 by U65. P<MnPuvel' ambMd pq'psaumpgom,anLPaWe'34 itr,q '.'�v a1+t, 3Yo 1, 1. Onlooker Im Ifbellmitd1p20i t�lo.`r415,a "�. '!! t,d �$N'. . . AMERICAN FOREST &PAPER ASSOCIATION i Tahulasd oahuebtlm'}Mquimmeeb aa11=e a1iVlJmglocvldmBaroSUTe L�A:r, v,y 3P,'4r rf'• Y *t11 s,ll+`jh rb 48'Iy, Table A-3.28 Bottom Plate to Foundation Connections (Anchor Bolts)Resiating gJdi lPawhd'pail[)w.rter.the.unofinetoemdsdmdpaperl id➢ngdHATM Atdalnr<aecejin, �-i When milia p, ). - J•'o.<.N {I SduclnlC,s .S ,"'d)nT`h tar. "(I .,Vas, Lateral and Shear Loads from Wind - Exposure C T 6nI nedn m6adr w.mgp nal:" 1; "%' "(y phi "tl '" " conn<gno6 p. a jSW:¢s To .,.U1 rplhUpg,ra mgr4lJlin2'toanM7s+shall be tw.11ed in mch Mde ani rafler ar ce !nem-pUt when fastened to a 2x4 alp 1. 11" 1 i w IFnwa fi j{•ne 4, r I' Rerl i, (Prescriptive Alternative to Table 3.2) Ilt r3 menaW in etch side Arbon fancied tun 2x6 top Ilam. panel raid nailing - = 4' Perimeter Zone Thr. second Gun Wmd1 rl yt,'_ panel edge nailing Spend(iniph) 85 90 100 110 120 130 14U LSU - T-a- BDaam P'.a:c IU FnunaAnn. Amat b« ' ' H koutidation Swp(wning Maximum Arrhnr Holt Spncng (in )I . But, Coimeaiun Rdmdtino - Leµer of Irl"Anchor Baba . y .J,/2 OJ 2 �, Lateral and Shear Loads 1-3'altldleXa"SN4E fM1 w';Y .d Nf' 30 "a _ 1 -81, 711777!idt1+ .+0sw nil wt6r ::!3/ An l .alpI .i!^Hn:-7Jn" 5"'p7 gaT,i r.. ,.43.. ,I„ F'vparTlhpt a o' Neq ulr[dr`, 1 �!f I I: �! 5 r,� Int Pres<npnve luaus tie ba.edpBl'_.... .. _tt HhW 'S1l�'ti4(F ✓yid�!!d�,.f •,,�.'�bi4v h'_(;,a r4 y-µ1 r" ..,,: y4d+Nap •+'k �Wpt"pl N.,,,h�... BIDc41n6�„rr'.(M ,t(a'4 M �. w,h1!eRA}. .,oNM .. rc,p,4..iV"r .. A n":.A.Wari ��n"'i'"+.,S.lat' ` r5, . (�: - 2•All4d�8uk6{.. when meteor bolts a 4s � eed the lesser afrhe Mbulerd Ip� t +, f �'" n.x..« Le(e' 't . '?'�,-S^•'. i're . ' -^.p" Are, eed; _� Ilgi bql e4'W ; >"x ,':�" VV�� +SM' '2wm0.tF, r v 4" �e 4' v �p�n�L7hr LL�� N" ^u• 14x'• f%C ,.` 4 aH , r. a 7 M •'•?e4,, lwus ..2.1.7 mJ 3._ 2 3. r j N r. values for l:pha toady _ Wk Tnbn:atcd mehar bol' ¢ auCe JI r ac, a{�da{tGCy�((�t� t 2 Fnr other will ti Itq 11,v + pl rr. a 1k (6 f , 1' {b "J,. yS{r sheathing types Chet( t 'I 6i rA by the aoPropnaiy Y g,{ ro T,bl<3.17D. boa w uu ' Sp ) ,Y�Q 'd #tr i' k n'rlH i ' i 11tYh�p hi btiicv case shall Anchor U9ltA gO]ppS s tss'1"kr)�d`, •a� r, r Way �'IJisffli"Pi+ s, q'h1T y,'. :<F,avde �3,,}}Se<ti};(,5 iia•,Y.ri,;v;a'd: �t�Y'x '4 I4 are . = ' (ry 'J,t T aj'r are r re4' f;�, 13C1'", - For slum secandg(Ise '(U(yTIP walla ubulated le:e.l value fio5gi�;bk (y3i:l;�eeh 262 p1f, lamr¢I„wwrcuuos S ti,�,i.j i M✓+ xi rtLi(55 snnll be dnerm:ned vis, +I 4 . f1T,"s'�-` v SHEATHING 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. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE 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. 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 NOTE: ALL SIMP'SON 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. © Copyright 2005, East End Design Associates, LLC All floor plans and elevations we 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 plana is liscensed exclusivly to the buyer. Acceptance of these drawings deer not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. qux14 red 1/4-= 1' -0 - nam 07 -OB -04 09-12-04 06-17-05 06-21-05 SHEET TALE FOUNDATION NOTES AND TABLES FRAMING NOTES FRAMING TABLES 7 of 18 4A Z a �I pg L O1 H a N i E� tea, � �Z2 L 137 li7 AWS A g� , qux14 red 1/4-= 1' -0 - nam 07 -OB -04 09-12-04 06-17-05 06-21-05 SHEET TALE FOUNDATION NOTES AND TABLES FRAMING NOTES FRAMING TABLES 7 of 18 Table A -3.4C Rake Overhang Outlooker Uplift Connection Requirements - Exposure C Thee Sccond Gun Wind 85 90 t00 I lie 120 130 140 150 Speed (mph) O.Oouker SPomtg (u'„) U lift Cmmcclan Loads lbs. 11 259 291 759 4J4 517 606 7D3 x117 16 146 367 478 579 689 Rog 937 IO]fi' 24 518 581 ,'717',.A v1..868P.'":,1.10334 1212' 14U6' 1614' Tabulated audoo4er upkR cyungGWnlwda+cepmoa�buildyir'lOgt4)dln,B%p,Wl!ro�C.,, e Tnbuleard oud0 her,plift ooneobon hardamu based he 2 foot wniW$a. Pa gvmhaogalasehan2fcei,labulnledvulws shall be rewound tone muitiplted by iR'+p1W4')'f(9,0'%err +tied 5 1 efTab 2.41 Lpl M1 Ipaba�h4l,�ba pemdltetl to be mulnpimd by 0.65. For Overhaul INSVOgfgZOM2prlhe llgwe7, 4 1 ( I ';balli)eljmnted 1,20 imbag: i M yr,+e4 ��1 Gulloorcr Ire b, ..�..I,,"�y•.Fk1,.rr bP n rr i jJ3, r 'S°fi•b cvu+„Y,. f li smr�}+yy�ar,pa��tr.A + < t''0 tblCiv w 4 -d'. 4 B c Nail S'pajIJk're ripe yl n> Cell occlien per $eci),'an',Lx2 2 k&2'2.6.5 11F, d , d PErlpr O�O,f'7'OnC l punol'field nailing ( "�L 4' Perimeter Zone panel edge nailing T` 5 I"Leagar Or >Ll24r Required' i, Mlnlart9%� alllalll0aker,, BIoc4lag .r1i w"" rqi �ff�l , yt51 F,m ,I .P,,yjji 1, r t,:'• ;.'n .;f ,i•M'r4-;,u h31t1 i3wP 4lh�w94 i ra1 it j�ip �l �yWW�l sr, �x �i ' r"i1(d`I'94hw fa air �t'sR Table A-3.SA Top and Bottom Plate to Stud Lateral Connections for Wind Loads - Exposure C (Prescriptive Alternative to Table 3.5) Them Second Gust Wind arced (rel 85 90 100 110 12U 130 140 150 4 L,; 12 Required Number of 16d Common Nails or out Box Nails per Stud to Plate Cmmatot Spacing m. SmdS sac g( J WWI Height IL gh O t.1 In 1 e 10 d Inr}d 4lu.k SM1 1' k 2 a 1, r 5'Yr§l per' dilftl' 1x9It �mv`I�+" f ro 1 t'b tx2 2 2 2 2 2 J A '!r ,1, k3s7js 7 12' n rj127 nA "2, '3 3 3 12 12 N V✓♦`Ti'IrJr Ys myMt�4fl N rL t ftYY '� 1 Ini6L 2„ 4 IIiZWe 'rtt?3i 3 3 L Ds.x L U" tJ 17 Da'4 t5 �icrM.6 9h I,. 3 4 7 ,y;6 a„ \ 14 4 r Dia p es Vhf 4 1 811 h.eaxa.ire . 5 8 t= i+i1 :ul ., m.�e" .1(= .JI a'r• 9 - 6' - 4 It 1 s'wi? 2i,7 -• 2 3 3 ]''--. 4 4 17 8 93 110 113 123 157 4 4 �3'(�"dTp4 s)"8�•raiys(oxlra�.;, 58 1 2 23_ � ,.r �.r3 4 4 y2f LLbpl '41aP}1 � 1 2 2 3' 3 3 4 4 5 $ 1 4rh'r �kz61b 12 2 2 3 24 5 IO w� i,'J gd y �f^° ..2 2 7 S W 4 5 6 7 h 9 - 6 7 3G 5 5 5 fi h, 1 9 - 14 3 12 12 la¢65 4 4LS?) S47t 2 h� � 3 14 16 L 2 2 3 tM4 �24 4 J 9 2 $ 6 ] l 9 5 ) 3 4 Ii',fi7 2 88 4 5 i4- 6 467 4 •5 i are' :'r.... . v (l S fi J a 54 2 3 3 4 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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table A -3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure C (Prescriptive Alternative to Table 3.6) Dud Loud Nnmrpdons aunt Aaacnib I y Dl. - lo psf Itseta xvunu umr ww aPecv tin Pa! 1 36 12 24 36 ]2 24 36 Koorpach Acaspas Number at Ed Comm an Kala art adtlux Nall ca huh had ul 1-1'+"Saal,' " Rafter Slop ft 130 4 L,; 12 2 2, 2, 3 1 4 a 5 17 16 2" Lh 3 '.'3 A 5 a 7 12' 20 "2, '3 3d1 ', .4 ,.. .'5 11' 6 ofHdcr t li3 Endao 6 J.❑ 24' 7,' 7, ' 4,. +5 L Ds.x L U" L Da'4 28 016 L 6 6,j.q 7 B' (fS 23 v1.4 6 Dia 6a r,tI 5 6, ',. 811 tl.v'",• . 5 8 3 6 9 5 a'r• 9 - 6' - 4 l2 •1= 2,-, -• 2 a 2', "' 3 ]''--. 4 4 17 8 93 110 113 123 157 3 rr^` 4 84 58 315 20 "',2 2 3 4 192 412 24 12 3 3 4 5' 6' 7 A 18 27 r2 24 5 IO 15 6 2271 17 9 32 3, c 3 4 5 7 h 9 - 6 7 3G 5 4 5 6 7 1 9 - 14 3 12 12 6 9 _ 2 3 3 3 14 16 L 2 2 2 3 3 4 4 .2p 2 2 2 ] l 9 5 ) Sill 7 10 2 3 3 4 5 6 6 467 28 .I:2 2 3 4 (l S fi 1 14 1 7 32 2 3 3 4 - 5 6 7 A 5 II 36 3 1 4 5 6 '7 h - 2391 11 1 1 6 2 2 2 3 3 i t I6 IB yL 2 1 2 ] 'tea, e54 f 4.' 4 d 9' iF4if 17t/ / lfi4v F ' cp 6 12 5 2 : ) 3 41v�� q 12 6 ted L 659 367 3 11 4!'d 64 44 ''S 6 7 .r yph 15 6 13 41� Z-, 's 7 8 11A8 3G 2 3 4 4l. 5 '.'6 7 x 12 Irl lJ I} 1" r 2 5 .2 3 1 fi 1190 2882 1 366 74 I 1271 759 1646 916 7 2U 9 1� 50 R 12 3 3 3 4 ` 3 4 6 3 1502 911 1976 1102 5 5 3059 1539 3669 1785 4324 2U49 7 3 5 8 1752 28 2 Z 3 3 4 5 5 6 5044 13 3 Z 3 4 4 5 6 J 3327 ]6 2 ] ] 4 5 6 7 b tubulated wcd.warcndranWn INm be 1--t Wto YC mull,oreu r V, O is I'I c tau ,uw,o cn w wu.una raiders Tanneded alga caranderad learn aswme a holding loc:aM in hapmum C. r TubulalW conmtian«ywheweaaare buster wuuul aph it moms 06 of the car aswinly dead load(06a 10 pan. • Tubulaeel.naana.a mgmnmeou nu band or a❑Inch ddee au..pnsna,it, dcRcas,IMae an., gmcmgl, dilupll the tabmulw vdeca by no.PlwI mdaphc, act. Ridge 9rnp SpoliW (in J l I6 19.2 Z4 48 Mulhphc 100 111 160 z 00 4 W When the tabulated nemhs of nada acquired in each end orrhe arsp is equal to l and be inminR,,.ruched m accordance with Table 3. 1, he ridge asp mid add.al nnling 11 sur requved " When. malar it. is used m leo or a room amp. the number of l ld cawnon nada riemred in cash and at dee m0ar tae need not ..seed In, ubularN nw.lac, r8d.conwn as 11. m a red ars,, oa rhe nulla¢ of I?d baa a. I, n each dad ns Ne ,,I ur.e aced can excud da nbulaud numbs of I W bus odds an a cul snap Table A-3.7 Header Connection Requirements for Wind - Exposure C Three Second Gust 85 1 36 12 24 36 ]2 24 36 90 loo Cammoa Nails or loo Boz Nails (inches, 110 Rafter Slop 120 130 4 L,; 140 150 12 6 12 6 Wind Speed (mph) 12 12 6 II 17 6 12 6 12' 6 12' 16 5 9 D 6 12a 6 12' 6 1 1 1 15 Re uuedC ceded of Comentienothach 20 11' 6 ofHdcr t li3 Endao 6 12' ba Roof SJulSpar,Header, Sl'a't 6n 6' L L Ds.x L U" L Da'4 L 016 L 6 6 , L(ft)2 (fS 23 v1.4 6 Dia 6a 6' 6 _ - _ 3 5 8 3 6 9 5 9 13 6' 6' 4 4 6' 6r 6a 4 4 4 7 10 4 R 12 6 11 17 8 93 110 113 123 157 205 84 58 219 315 257 37 3426R3. 192 4 8 12 5 9 14 7 14 20 9 18 27 T244 fiSl375187219 24 5 IO 15 6 2271 17 9 17 25 11 22 33 2 12 3 4 6 3 5 7 4 7 10 5 9 14 3 _' 3 6 9 1025G 6 9 280 72Y 14 6 12 18 7 iSf7011 I52l2 13668 374 43nnyy�fi 192 4 7 10 4 1915 11 6 170B59 16 7 467 21 24 4 B (l 5 9 1 14 1 7 1 14 20 2049 1 18 12 56 12 3 3 5 6` 4 5 3 5 8 4 2083 3102 2391 16 l4 4 6 3 5 7 4 7 10 5 9 I 1 2380 3545 2733 16 2 32Y lfi4v "' ' T 5 98 721 342 4 q 12 5 10 304 659 367 _ 6 9 4 7 5 1441 483 15 6 13 19 .1 455 998 SSI 11A8 3 3 a 3 3 2162 1025 5 8 16 051 60 7 1317 73 5 1663 5 3 5 fi 1190 2882 1 366 74 I 1271 759 1646 916 7 2U 9 1� 50 R 12 3 3057 1498 3603 1708 3 4 6 3 1502 911 1976 1102 2495 1312 3059 1539 3669 1785 4324 2U49 7 3 5 8 1752 1063 2305 1296 2911 1530 3569 1796 4280 2083 5044 2391 3 3 3 3 2002 1215 2634 1470 3327 1749 4079 2053 4892 2380 5765 2733 3 4 6 3 345 152 455 184 576 219 707 257 849 299 1001 342 690 304 910 367 1151 4371414 3 511 1697 595 2002 683 6 9 24 1034 455 1365 551 1727 fi56 2121 770 2546 893 3003 1025 1379 607 IR20 735 2303 874 2828 ]U2fi 3395 1190 4003 136fi 36 1724 759 2275 918 2879 10 535 1283 424] 14ftfl 5004 1708 2069 911 2730 1102 3454 13 5092 1785 6005 2049 2414 1063 3185 1286 4030 1 '083 7006 2391 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION(AF & PAI) 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 Table A-3.8 Window Sill Plate Connection Requirements for Wind - Exposure C Table A-3.10 Roof Sheathing Attachment Requirements for Wind Loads - -- - Exposure C TrThree Second Gott 85 90 100 110 120 130 140 150 Spaad (mphl Sheathing L,cman' R."Frwas Spacing (melds, 0., ) 12 Trull 7.. 6� perimeter Flee Zoo. fable SheatWng si= 1.6 or IxR Sharking E - NnilspnctnEM F - Nml an=us. ad Fur rvuf sheathing tel rafmwdnu Abell be I Tabnlmed 12 Inch oo tell rax and spacings ah.11 o i Tabulated b inch o.0 ml ap We awl qucm8s shall be radical ' Tabulated 4 inch o.a. tell 4 acing au the nail rpesup doll be reduced m 3 Minim® Niim6sr of M Common Nails pa Suspect 2 1 2 12 2 2 3 3 ] 3 3 3 iiW edge =w .=htwith042< 0,049, wall 0.42 <G < D.49,wnh 0,42 <0 <0.49. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Table A-3.11 Wall Sheathing and Cladding Attachment Requirements for Wind (Prescriptive Alternative to Table 3.9) -- Loads - Exposure C Deed Load saum ow; poor Aasamhl DL = 10 f Tiuea,ecaod Gun A'ssad(mpb) 95 90 100 110 120 130 140 ISO Wind Roof LiveLo,d Ground Soo. Load 20 psf 30 psf 50 par70 psf' STRUCTURAL SHEATHING NO I F I E F E F E F E F E F E F E F Rwf Spa (RJ 12 1 24 1 36 1 12 1 24 1 36 12 24 36 ]2 24 36 Jdgkm�NdLS 'ion jr�dCommoa Nails or IBA Beer NWI,(inchea, o.c)' 1. Cammoa Nails or loo Boz Nails (inches, o.o)' Rafter Slop (1.) Regmred Hotel of last Common or 40d Bon Nails per Heel Joint Connection''°'"'4'''e 4 L,; 12 4 12 6 12 6 12 6 12 12 6 II 17 6 12 6 12' 6 12' 16 5 9 D 6 12a 6 12' 6 1 1 1 15 22 10 20 11' 6 12' 6 12' ba 6'6' 6 6n 6' 18 9 IB 27 4 4m 4- 4' 6 6 6 6 4' 4' 23 - 6 6 6a 6' 6 _ - _ 3 5 8 3 6 9 5 9 13 6' 6' 4 4 6' 6r 6a 4 4 4 7 10 Minim® Niim6sr of M Common Nails pa Suspect 2 1 2 12 2 2 3 3 ] 3 3 3 iiW edge =w .=htwith042< 0,049, wall 0.42 <G < D.49,wnh 0,42 <0 <0.49. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Table A-3.11 Wall Sheathing and Cladding Attachment Requirements for Wind (Prescriptive Alternative to Table 3.9) -- Loads - Exposure C Deed Load saum ow; poor Aasamhl DL = 10 f Tiuea,ecaod Gun A'ssad(mpb) 95 90 100 110 120 130 140 ISO Wind Roof LiveLo,d Ground Soo. Load 20 psf 30 psf 50 par70 psf' STRUCTURAL SHEATHING NO I F I E F E F E F E F E F E F E F Rwf Spa (RJ 12 1 24 1 36 1 12 1 24 1 36 12 24 36 ]2 24 36 Jdgkm�NdLS 'ion jr�dCommoa Nails or IBA Beer NWI,(inchea, o.c)' 1. RaOer Spa Rafter Slop (1.) Regmred Hotel of last Common or 40d Bon Nails per Heel Joint Connection''°'"'4'''e 4 L,; 12 4 7 10 4 8 12 6 II 17 8 15 22 3'12 16 5 9 D 5 10 15 8 15 22 10 20 29 12', 192 6 11 16 6 12 18 9 IB 27 12 24 35 6 24 7 13 19 8 15 23 11 22 33 15 29 44 2r 12 3 5 8 3 6 9 5 9 13 6 11 17 6' 16 4 7 10 4 R 12 6 11 17 8 15 22 4:12 BOAl1Da 192 4 8 12 5 9 14 7 14 20 9 18 27 24 5 IO 15 6 12 17 9 17 25 11 22 33 2 12 3 4 6 3 5 7 4 7 10 5 9 14 3 16 3 6 8 3 6 9 5 9 14 6 12 18 5:12 192 4 7 10 4 8 11 6 11 16 7 14 21 24 4 B 1 12 1 5 9 1 14 1 7 1 14 20 1 9 1 18 27 12 3 3 5 3 4 5 3 5 8 4 7 10 16 3 4 6 3 5 7 4 7 10 5 9 13 7.12 19.2 3 5 3 6 B 4 B 12 5 10 15 24 3 6 9 4 7 10 5 10 15 7 13 19 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 10 9.12 192 3 4 6 3 4 6 3 6 9 4 B 12 24 3 5 7 3 5 8 4 8 Il 5 10 15 12 3 3 3 3 3 3 3 3 5 3 4 6 16 3 3 4 3 3 4 3 4 6 3 5 8 12'12 192 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 Nailing requnemenx anal) be partial to he reduced 25% If nail, ere clinched. 1 Heel Joint connections ere not required when the ridge is supported by a loadbearing wall, header or ridge beam designed to resist use applied loads 5 When wunnudiate support of the rafter is provided by vernal serves or pudins to, loadbeving wall, the tabulmed heel Joint nomination requirements shell be permined to be reduced proportionally to the induction in span. ' Equivalent connections are required for cull ing Joist to coiling Joist lap splices. I Tabulated heal joint conoeenon srgmrennews do not include the eddit(oonl weight of the ceding "notably. ° Tabulated heal joint commotion requirmvmts assume eeUingjolsm or rafter flu we located at the bosom of the site apace. When caviling index or rafter has tae lorded higher in the attic space, no attic smrage is weumed, and the retained heal joint mmeetion tequvamnw shall be Increased by the following ancient: Ceiling Height/ Roof Radge Hal Joint Connection Height (H,/H,) Adjustment Factors f \ 1/2 2 T T \ /3 L5 I 33 1/5 1.25 lie 1/6 1.2.2 1/10 1 11 Now: Lateral deflection of the refler below the rafter des may exceed 3/4 inch when will des ere located above ow -third of the ridge height. H„ or when H, is gteato ton 2 feet and truly require additional consideration AMERICAN FOREST R PAPER A-SSOCIATION Shaming ists,a Stud spacing aches oc (1 1 F Nal npal intints,mndimempprtain'tml,ia pupi field(w) Jdgkm�NdLS 'ion jr�dCommoa Nails or IBA Beer NWI,(inchea, o.c)' 1. f car well "amine sys a the t , ace r g dun iwt f al ed e=ra rt limed re Wremam shat 'lift B 9 1hq.Osed.. 1 ed 12n ,n'''g°d1 j{,� L 0,42<0<049, theTebulai_ �.:2.-0t`. 4 L,; " :04,3= s"'(ta I ,*u .yLYhr'ywith 042<G<049 , 7'f�g-4p'i1�)w'1'��C1yWeagiilrp`.dya rhullapncessshall Nyv' igsl' n .�.t iI.„w�,yb'I$r!?aF9'. , I.,_il uremeldWi d4p We'nd�', j,;.i"-gLf,ll ,r li 12 6 @ 6 12 fi 12 Irsente Zone 16 6 12 6 12', i r 24 12' 6 6 6 6 4Edge Zone 12 6 12' 6 12 ' 2r 6 12' h 6 i'",.'!Ay 1�51 W �2v'' 12 6 1 6r 6a 6r 6' pp °4-I4T�'��vvyy, . t x✓. ,�0f BOAl1Da Reading Sinef 'f4W°�,NF `I 1ay',aT Minim Numbuof8d -ilsorlOd Boe Nub ra (iogha 999 f'Il" 1Y ..9, per Sappon Ix6 or 1x8 Shot hog s6 ,jT 24 Y' t k��,yyp�flp6 t'I�S, 2 22 2 2 2 2 !xlD or La nSheth rn4'•hy2.x4 mae�3t 3 3 3 3 3 3 3 * w• rlm +ts4v E - Nail dpadng ace 46g2s (m.{I F Nal npal intints,mndimempprtain'tml,ia pupi field(w) f car well "amine sys a the t , ace r g dun iwt f al ed e=ra rt limed re Wremam shat 'lift B 9 1hq.Osed.. 1 ed 12n ,n'''g°d1 j{,� L 0,42<0<049, theTebulai_ �.:2.-0t`. cf rdepanhl bellG UJ`l'a�.jJ1p , TalN6m hue md1ml.,lhheeedmau forming mem ,*u .yLYhr'ywith 042<G<049 , 7'f�g-4p'i1�)w'1'��C1yWeagiilrp`.dya rhullapncessshall Nyv' igsl' n .�.t iI.„w�,yb'I$r!?aF9'. , I.,_il uremeldWi d4p We'nd�', j,;.i"-gLf,ll ,r 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. 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 © Copyright 2005, East End Design Associates, LLC. All Boor 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 liscensed exclui ly to the buyer. Acceptance of these showings does not authorize the right to build without the authorization of local goveming agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. W� rlQ 84 an 1/4"= Y-0" .51E 07-08-04 09-12-04 06-17-05 06-21-05 SJ m TME NAILING SCHEDULE NOTES UW V W la-+ o a 0 CA 1� W� rlQ 84 an 1/4"= Y-0" .51E 07-08-04 09-12-04 06-17-05 06-21-05 SJ m TME NAILING SCHEDULE NOTES Table A -3.12A Roof Sheathing Requirements for Wind Loads - Exposure C Theme Second Oust Wind Speed (mph) 85 90 100 110 1 120 1 130 1 140 1 150 STRUCTURAL SHEATHQJG Table A- AS Minimum Attic Floor/Ceiling Length When Bracing Gable Endwall for Wind Loads - Exposure C_ Three Second Gust Wind Speed 85 90 100 110 120 130 140 150 m h) Mmumm Leaglh of Full Helga Shaduns 1 Sheer Wall Li. Beneath N Len , L fl l au Omldin End W n ""s I Roof&Ceiling 12 16 -_- 2 2 Length of Ceiling Diaphragm(b)''s'e'� Amenities Roof Pitch Roof Spain (IL) (measured perpendicular to gable endwoll) Smairund Sheathing 24 12 4 4 4 4 4 4 5 5 Ann, Floor or Ceding Diaphragm Bracing 112.3:12 241 ry,8, 111.117 8 2 8 8 8 12 14 x''k1yu} Gable Endwall J x y9{>�t`alyr'IYf 'S SI'S!r .'-51 6.2 2 12 '8`#Iti,+7'F'la9 sx IU y ' a, L2' lido I Ttl 4 i x t4 "i` 2 !' 4 4 4 4 5 5 (Wind Parallel to Ridge) ,1.4;1,2,-,6'. `diC" R4':-rih1-bl'G8„let 8.5 H' gra x'11.1 11 a 8. 8 8 8 9 IU u't i' ":bf m 11 ^yl kik .7Y I.avb" I�,tudFi,4 u 1,iyela 11 r. 7 r7.3 S 17 Tributary Area of - 1 r1r" Ifwa }+'yy,n}�12'y'S1}^ - "ea;Wr'•4w, s 4 r g' 4 M8 4 8 4 a 5 IU s Calling Diaphragm -4 q Nphyr;4'Nr;z','ray�,r,_• '; 21 1 �a fF ,1 'rax."12 m P rr � 1 d t'A 7 y st l 9�i4 n `. '48c; 4 1r A 8 4 9 5 10 S !1 alvei' r a a r 2 m vE a '14, ;dry*Y:6 {2.t + ;°1.6Y `M 51 W11IrkM?y, v17 1 a4L6 t✓1 =p60 'y 78 88 10.8 m 4�e iM N' aN7R}drm ^_ 21 t 212 1 14 17 IL- Fr "�`�dr •"p td7'.bb2wt'� 12 i 24 4 8 -11,, 14,-';4,31 2 '.4' 4 9 5 10 6 {r12 Pvn"In 182 w 248 29 '12 11 IS 17 �U e 4 � rw Dl rlF,v'..,Y,• B1,Y%• 12 24 4 8 4 8 4" 6'°8"' ,:4' B 4„ B 1 9 5 II 6 12 F z. 3 36 5 21 iq� i 12 la 16 18 21 d*�ytr. m d�V^�hll."li�, 4 4 4 4 4 5 5 n 172 i^ 4 a24 rl 91 2' 24 8 8 8 8 8 10 11 13 11`tl 4 �'rw 2 8.6 96 11.8 14.3 a n 19 26.7 I 12 4 4 4 4 4 5 5 6 " " sl ITt 1 r 10-12 +Ir.'t'.. 24 8 8 8 8 9 10 8 12 7 13 23 M S r 12 4 4 4 4 4 5 5 6 12 2 13.7 24 8 8 8 8 9 11 12 14 10 1 36 12 1, 12 13 16 IS 21 24 212, 12 4 4 4 4 4 5 6 6 r254 y, s. h SAW r �%'42 x 24 e 8 8 s 9 Il 13 14 rlT - 50.1 16 17 11 17 14 17 19 22 '467 fiyµrum v + bl7nyr✓ Ceding Diophm">ti .Yyr}r,'n41r1, 12 24 5 10 6 IJ 4p111141; r0 '8.y ay�6v'r19 ,}0, II 22 13 26 IS 30 HI''f3yo-)�, . rel+".,9�fzaI lf44 47 Bnm INN". cg (]able Fad'vpg4,r "; 12 5 a3 '7,•x'+ d. y .26.9 12 IJ 15 .Dx P. (Wind Pmallal to Ridgp�fr'+i35 J,4 F'') T•,,. v I.raryy�] s a1 ., 51,)'fh1 P' + 3 W1 Lm�1y''%'; �' S 1 r.r14`v 1T 'l �;;0 f 1; „20" 24 27 44 31 fh1�' 154 1732l 258„ 307 760 h f D 4,aweDPe1! 36t+39rr1'z'r Tributary Area of + 11h, It" 15y h: ds1"A'; r'11p12�4'�'`"q d, "2A r�r 121�i. tl II x 2 . :,114, s: �':ia ''Izi 2s i9 ii Ceiling Diaphragm r I , 1 311.3 4Jw 52 2 59 9 41 47 4 D 1 u "i rw �'yN;'!I la 7x r 2 w w•' w4Y7�+ yf ��1 6 !f 7 S 16 .' W 9 0.19 U 32 12 26 1416 30 5 74 40.7 n ' C ;;1,ry "pe 4G 3"' 6.., 0 23 27 14 31 16 36 575 7'12 78.3 x94 41� 36 20 22 2 37.7 9 46 67.) hl 91.3 6.12 12 24 6 12 6 14 8 17 9 20 11 24 13 _8 15 33 17 37 Ilex 36 21 4 29 35 41 48 56 641 t 2 6 7 8 9 I 13 15 17 9:12 24 13 14 IB 21 25 29 34 39 1 qq 1 59 •8 Ile I2 6 7 R 10 11 13 IS is 43� 10.12 24 13 15 18 22 26 31 35 41 16 23 1 26 32 39 46 4 61 -1 12 6 7 8 10 12 14 I6 18 11:12 24 14 15 19 23 27 32 37 42 24 27 11 40 49 56 65 75 12 6 7 8 10 12 1416 18 4 1{, 1212 24 14 16 20 24 28 33 36 44 rr 25 28 35 4 5 9 6 See footnotes 1-5 Footnotes to Table A-3.15 I Tabulated ante floor or ceiling length regmmucaus name sbudeng continuous; from gable -end to gable -end. For an attic Our or ceiling bracing early me gable -cod, the tabulated length requirement shall be permitted to be multiplied by 0.84. In no use shall the length requinemml be len than one-third of the distance between bracing walls for gypsum ceilings or one-third of the distance for anic floor, or ceilings sheathed with structural sheathing. 1 Tabulated mit Ismral llleds melme a building located in Exposure C. I tabulated ten lateral lade arc baud on 8 font wall heights. For other well heights. IL the tabulated unit lateral mads shall he multiplied by 1118. ' Attic Door or ceillug diaphragms sue not required for lop mof systems. s Tabulated gypsum ceiling requirements shag be pcenutted to be multiplied by 0.78 when ceding framing u spaced at 16 inches o.c. or less. ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table A-3.178 Segmented Shearwall Sldewall Sheathing Length Requirements Table A -3.20A Maximum Exterior Loadbearing and Icon-Loadbearing Stud Lengths Table for Wind - Exposure C for Common Lumber Species Resisting Interior Zone Wind Loads - (Wind Parallel to Ridge) Exposurl C (Cont.) (Fully Sheathed with a Min diem Sheathing Materlal)a 3m 50.0 7 .-,.. ��0�� 90 IDD 110 12U 13U 14U 150 PP Budding Smdewall Mmumm Leaglh of Full Helga Shaduns 1 Sheer Wall Li. Beneath N Len , L fl l au Omldin End W n ""s I Roof&Ceiling 12 16 -_- 2 2 2.6 ie 37 42 49 2 24 .b2v 23' _ 29 '3.5 42 49 57 ai 60 69 ,M(rnb'usl'4a `,Jna A 3 44 5.2 6.1 7.1 el Yak �" �s7 {I tl x''k1yu} r J x y9{>�t`alyr'IYf 'S SI'S!r .'-51 6.2 73 nit l4�{"47�' IIJvAM ,1-': vSM$FX '8`#Iti,+7'F'la9 sx j y ' 4 s 1 1 2 x� N�'xr1£r8� ,�4AYry .»art s 1 �!?'�KiY I4rFVv 9m , 41 '. °I b.l 7.3 �',' 8.5 Jr, 11 a q° d y 1�a,.A1$g2 ry 1 r + m iWh u't i' ":bf m 11 ai( .Ya�FI 14 9tl tk r' I.avb" I�,tudFi,4 u 1,iyela 11 r. ,lick ib� r7.3 9.4 110 (,�tdilp7l + rr��y, 11 f�i�l'Is 14 5 3 32 58 1 208 v4•at I I p 12.2 142 162 ��� t4 i' 21 1 242 2 au+y !I 1 1 \9L:u.}Vi {I"H1 30.9', m P rr � 1 24 1 27 7 1 l I iJl W I ] I I 61 to 1 M alvei' ,L y raC�q}JI a r 2 m 17 '14, ;dry*Y:6 {2.t + ;°1.6Y `M 51 W11IrkM?y, v17 1 a4L6 t✓1 =p60 'y 78 88 10.8 m 4�e iM N' aN7R}drm ^_ 183 212 244 [y[mya'' IY� ar e 4 f J m m22 l 1 16 8 1 x"S 1uu Nl3 h, 2 3!I',f;� 25 I: I•,�I �ip�`i]1�;5 12.6 15.3 182 w 248 29 NSaj,� r Y``4`;'.e,{" '''jjrl, '"'��ne 117 � ' mil 17uin1) s 17.5 Mil v 4) i yi511v7n ,dota""Ir�yp"60"6j 12 l 2 ubl F z. 3 5 5 61a iq� i b.l '�. 1JjI '. rp 11` 102 xr d*�ytr. m d�V^�hll."li�, �>a 6 6 7.3 s i 1�f+lt + d�1s�Iy rr `,1 1sJ 1 172 IY.Y m Roof, Cali & 2 Flmo 22.9 26.5 30.5 IF' 22.7 26.1 30.3 34.8 U " 36 1141.} ` c'y9. 21.1 25.1 29.4 31.1 19.2 40 140 15.7 19.3 23.4 27 8 32.7 37.9 43 5 50 17.5 19.6 24.2 29.2 A.8 40.8 47.4 544 �,J✓J/J I\ - 60 21.0 23.5 29.0 35,1 41.8 49.0 56.8 65.3 i+ \ } 70 24.4 27.4 13.8 409 d87 37.2 66.J 76.1 W L / 80 1 279 1 31.3 1 38.7 1 46.8 1 557 1 65.4 1 75.8 1 870 Tabulated length requirements assume • building haunted in Exposure C. r Tabulakd alienating lengths am bred o0 8 foot wall heights. For other wall heights. H, die tabulated sheathing lengths dell be multiplied by tie. ted +•sew . Tabuh shadung lengths .-,.. ��0�� 90 IDD 110 12U 13U 14U 150 I Budding Smdewall Mmumm Leaglh of Full Helga Shaduns 1 Sheer Wall Li. Beneath N Len , L fl l au Omldin End W n ""s I Roof&Ceiling 12 16 18 2 2 2.6 31 37 42 49 2 24 .b2v 23' _ 29 '3.5 42 49 57 ai l 2 C 3 3 44 5.2 6.1 7.1 el I 12 3t 35 `, 43 .'-51 6.2 73 11.5 v7 '8`#Iti,+7'F'la9 sx y ' 4 s 1 1 2 x� N�'xr1£r8� ,�4AYry 5 I4rFVv 37 41 '. 51 b.l 7.3 �',' 8.5 99 11 a q° d y 1�a,.A1$g2 '?,A7 + 58 70 8.7; 9.11 11 ai( I tsar 411 I.avb" I�,tudFi,4 u 1,iyela 11 r. 65 ( 7.9" 9.4 110 127 14 5 3 32 58 r+ 8.7' 'IDA' 12.2 142 162 ��� t4 i' 6.5 7.3 9.0 30.9', 130 P rr � Y �^r i a �' 1 l I iJl W I ] I I Y �ra alvei' ,L y raC�q}JI a r 2 7„, 2 t. r. 7 !L t m .4 W 1 a4L6 t✓1 =p60 'y 78 88 10.8 131 156 183 212 244 3 4 f J 2 l 1 16 8 1 �a'lmlkll.�ryl�'� 2 3!I',f;� '14,111 I: I•,�I �ip�`i]1�;5 12.6 15.3 182 21.4 248 1!54 NSaj,� r Y``4`;'.e,{" '''jjrl, '"'��ne 117 � ' mil 17uin1) s 17.5 Mil v 4) i yi511v7n ,dota""Ir�yp"60"6j 12 l 2 ubl F z. 3 5 5 61a t•}}�k�e,20 ',' b.l 69 6.5 102 122 Id.l 16.6 �>a 6 6 7.3 82 342 12.3 F 172 IY.Y !!x 3 4 6 6 �del 6 6 4 3 �'4 2 8.6 96 11.8 14.3 17.1 20.0 2J2 26.7 I ,, 1 4 I 7 1 1 1 a 1 o- r • 3 r n 2 bi Iles .Rat 135 14 6 6 urDli'1.. D e -t 11.0 12.3 15.2 I8/ .21.9 25.7 299 34 3 �� y' D e 4 r r40v 12 2 13.7 169 20.5 24 4 296 33 2 3x 1 r y�jM1 it d 10 1 1 2 7 3 3 3 3 X153 171 212, ,25.(1 105.;, 35,8 41.5 a76 3 3 rs,a ti 206: r254 I -3D7 ' 3661 ( 42.9 498 571 1 2 3 3 29°6p 35.8 43.6-': - 50.1 58.1 666 1 16 1 r "410 '467 4 4 767 non iKAOr +r'T' ?7A11^27A: 1 { load favi a oven in Table qM 572 661 lf44 Roof Ceilm Flaors 'y^`'v.4ar.�28,r a ,4 IS (., 1a6 22.6 .26.9 31.5 36.5 419 ' d iA �`�,' 6)1'®�®�®�� 418 479 2 r"r s 154 1732l 258„ 307 760 f D 4,aweDPe1! 36t+39rr1'z'r t x14.0 29.0 34.5 40.5 47,0 53 Y 40 19.2 21 6 lYlLt 322 311.3 4Jw 52 2 59 9 50 24.0 27.0 33 3 40.7 47.9 56 3 65 2 74 9 60 289 124 399 481 575 675 78.3 x94 41� W70 33.7 37.7 466 56.4 67.) 78 B 91.3 I W 8 L 80 3H5 431 Sia 644 76.7 900 IU4J Ilex ''h t G/-rxu J1 111 1 �I'jj�f 7i Ile tffdir„'p"I, Ipp71�11l'4i' 4'4 4 1{, 1',ly,7' def 'tltyt,. rr (f 14 15 .Ir tJ)iVN�Ib,.d' �11 SSV( ,alJII,''Ih n'I', lido ql C4sj4,1,'.(p r ©�� ` netue walla tae sheathed- apedficd sit Sectlon 1.4A 2. For mbd aheathmg malennls the mhulmed xs length, dug be wituphed by the appropnau ahathing typed adjustment fitter in Table 3.17D. LumM pude out aoaa.bk-alkwabloond larth Y lin anon 7 a.91u Ra a a woff MSW). I Minimum length of rug height sheathing adall not be loss than the minimum required in sausfy the a-xmmum aducrwall segmentaspecMp-em bed lm,Jm le Tabled A-]SaAw basrdn metlorrm. ka6 amsreramtllwdr an,hrar wilY-mux.. r..diy mnm.l Smdr wuoa kit of�omen .hot W shaa0d an aw atom was•m-men dire unit wad aRenlpnab IN n dos losawsone mnhnum ebeadoaa mmrd, or mud gmnep"I N multghed by a Total ratioformationnor exceTabled 36 feet au in 6a -ml hoard undone a kit of -mm re gcuud no the additional IN 1. traitor ragmme-u,7loallannal Iodine, capadry novdod Wtoo woad mctwl Total ro prove Shari Dor Steed J6 fat based an 3.I.l.an. Bndvnll widths up to 80 feet are aMwo for use with Om invcnbrd --- f -au m r.dncd stud qua, u rums m W -Rnem-m mine on Wdlumn sed eon loaera arNmeaeu building pttrrltlem mfJ.1.3.3c. �--� �-_ Table A -3.17A Segmented Shearwall Endwall Sheathing Length Requirements for Footnote to Table A -3.20A and B Wind - Exposure C (Wind Perpendicular to Ridge) I Maxim= said lengths in Tables 3.20A and B arc based on wind mads. For dead and live luads, band lengiths shill be limited to the requirements In the tollawnng table' Three Second Cat Wind Speed (mph) 85 90 IDD 110 12U 13U 14U 150 I Budding Smdewall Mmumm Leaglh of Full Helga Shaduns 1 Sheer Wall Li. Beneath N Len , L fl l au Omldin End W n ""s I Roof&Ceiling 12 16 18 2 2 2.6 31 37 42 49 2 24 .b2v 23' _ 29 '3.5 42 49 57 ai l 2 C 3 3 44 5.2 6.1 7.1 el I 12 3t 35 `, 43 .'-51 6.2 73 11.5 v7 '8`#Iti,+7'F'la9 sx y ' 4 s 1 1 2 x� N�'xr1£r8� ,�4AYry 5 I4rFVv 37 41 '. 51 b.l 7.3 �',' 8.5 99 11 a q° d y 1�a,.A1$g2 '?,A7 + 58 70 8.7; 9.11 11 13U kl,r 14 4,7' I`5.3 65 ( 7.9" 9.4 110 127 14 5 3 32 58 7.2 8.7' 'IDA' 12.2 142 162 ��� t4 i' 6.5 7.3 9.0 30.9', 130 153 17.7 _'uJ �^r i a �' 1 l I iJl W I ] I I Y �ra 1 1 1 wl N 2 2. 2 t. r. 7 !L t m .4 W 1 a4L6 t✓1 =p60 'y 78 88 10.8 131 156 183 212 244 3 4 f J 2 l 1 16 8 1 2 2 3 w,?}3'w,Ia it 9.1 10.2 12.6 15.3 182 21.4 248 1!54 NSaj,� r Y``4`;'.e,{" n'' 10.4 117 14.4 17.5 Mil 244 28.3 375 ,dota""Ir�yp"60"6j 12 l 2 3 F z. 5 5 5 Raaf Cdhng &fl7pdfy CYr pa t•}}�k�e,20 ',' b.l 69 6.5 102 122 Id.l 16.6 I''/U 6 6 7.3 82 342 12.3 14.6 172 IY.Y !!x 3 4 6 6 6 6 6 4 3 1 2 8.6 96 11.8 14.3 17.1 20.0 2J2 26.7 I ,, 1 4 I 7 1 1 1 a 1 o- r • 3 r n 2 9 8 110 135 14 6 195 6 16 _65 3U5 r �h Y -t 11.0 12.3 15.2 I8/ .21.9 25.7 299 34 3 �� y' D e 4 r r40v 12 2 13.7 169 20.5 24 4 296 33 2 3x 1 r y�jM1 it d 10 1 1 2 7 3 3 3 3 X153 171 212, ,25.(1 105.;, 35,8 41.5 a76 3 3 rs,a ti 206: r254 I -3D7 ' 3661 ( 42.9 498 571 1 2 3 3 29°6p 35.8 43.6-': - 50.1 58.1 666 1 16 1 r "410 '467 4 4 767 non iKAOr +r'T' ?7A11^27A: 1 3394 load favi a oven in Table 3e 572 661 lf44 Roof Ceilm Flaors 'y^`'v.4ar.�28,r 111$5 IS (., 1a6 22.6 .26.9 31.5 36.5 419 ' 418 479 2 r"r s 154 1732l 258„ 307 760 -` 36t+39rr1'z'r t x14.0 29.0 34.5 40.5 47,0 53 Y 40 19.2 21 6 26.6 322 311.3 45.0 52 2 59 9 50 24.0 27.0 33 3 40.7 47.9 56 3 65 2 74 9 60 289 124 399 481 575 675 78.3 x94 41� W70 33.7 37.7 466 56.4 67.) 78 B 91.3 I W 8 L 80 3H5 431 Sia 644 76.7 900 IU4J Ilex Tabulated Imgth requrrtmats eeemne • burning located to exposure k-. Tubulated ehenthing Lenglha em hosed no 8 lout all Imights. Fur other wall hnghta, H, the mhulmed sheading lengths hdll he Multiplied by R/8. + Tnbulnted eheothing lengths assume wells ore sheathed m specifmd m Section 7 d 4 2 For other shathing mamrrioh the mhulmed koptlq shell be mulrialWd by the eppmpdmc shnuina rypc dwsmcm fnaor m Tabic 3.17D ' Minim= length of full height aheatlung shall not be less than the marmlm regwred to ssusfy the mnxlmlm shcarwell sd,ueni aspect redo linuuaou in Table ] 17D. o Trod roof spm shall mm exceed 36 feet board on 3 1.74.. Edwnll worths up to 80 feet nue thou. for use wuh the rn.n d _hudAmg9mvrsio>Nof713.3c_____--__--_.___. IV 2.3 2x4 2.5 2x6 2x8 Maximum Unsupponed S Length (R j (nadbcmng Studs Mint. Stud Sptu.g (mu c ) 6pacmp (m 5omit of Poll 116191st Sled Required at Each End of dee Header '- I Roof &c43¢ng!Ih, 1 1 �i9�}I' 24,.; 24 24 I I . ., i9A. ..� I v 4 1 &.N li�f`2Ax 24 2 24 .b2v n,la L?�•' 2 2 1 *yy rl� 6 l 2 C 3 3 3 $ f1 4 gA 2 24 I 12 8 1 2 3 4 4 4 4 54. 3 "�' 'W tl � 4nv`aa'4';iU,M1st 1 2 x� N�'xr1£r8� ,�4AYry 5 5 R lM'�itiw J4k1`w 4 2 1 Mdl(�°�]' 1 3 4 p' Si ¢,.`"rd ����a� b'^'per t 24 6 4 3 1 14 m'T+T"" , ! 3 5 www p)2� r,fi+,) Y r'• 7 Mezmun Un b "d:S46d 5 3 I 16 10 1 14 1 , 4 .,6 N, 20 1 20 8 Maximum Sud S nem in. o.c 8 PI' if r 6 3 le 24 2d 24 24 1 1 ,I,j14R.11w " iN ar ue(Y5 k^F+7�rtl i a �' 1 l I iJl W I ] I I 4 1 1 1 wl N 2 2. 2 t. r. 7 !L t m .4 W 1 1 ) W+n I. Pr• 6 1 1 2 2 3 3 3 a' 2 l 1 16 8 1 2 2 3 3 3 I{ 3 2 2 I .e,) 7F en II ' Pan nth I .� P tits ire{qw" ua,c r`rit+r4r''. 4 3 4 4 r. 4 4 3 2 12 l 2 3 F z. 5 5 5 4 3 2 1 14 1 2 Ilceuucea run neignt Stud Requirements for Headers or Window Plates in Exterior Walls Reslsting.Wind Loads - Exposure B S C Distance from Top Plate Down to (leader (a) or Distance Som Bottom Piste Cp to Window Sill Plate (b) to W W lIdgU (x4iX whew x is Ibe logo of o orb WWI Stud - -.+ u� e.o o.r e.e U9 LU 6pacmp (m Head" Spain (it) of Poll 116191st Sled Required at Each End of dee Header '- I 1 1 1 1 1 I I 1 I I 4 1 1 2 2 2 2 2 2 2 1 1 6 l 2 2 3 3 3 3 3 2 2 I 12 8 1 2 3 4 4 4 4 4 3 2 1 10 1 2 4 5 5 5 5 5 4 2 1 12 1 3 4 6 6 6 6 6 4 3 1 14 l 3 5 6 7 7 7 6 5 3 I 16 l 3 6 7 8 8 8 7 6 3 1 2 1 1 1 1 1 l I 1 ] I I 4 1 1 1 2 2 2. 2 2 1 1 1 6 1 1 2 2 3 3 3 2 2 l 1 16 8 1 2 2 3 3 3 3 3 2 2 I 1u 1 2 3 4 4 4 4 4 3 2 12 l 2 3 4 5 5 5 4 3 2 1 14 1 2 415 6 6 6 5 4 2 I Ifi t 3 4 6 6 6 6 6 4 3 1 2 I I f f 1 1 I 1 I I 1 4 I 7 1 1 1 l 1 I 1 I 1 6 1 1 1 .2- 2 2 2, 2 l l 1 24 8 I 1 2 '2 „ 2 2 ' 2 z 2 1 I 10 1 1 2 7 3 3 3 3 2 1 I 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 ' The cap aciry of the cnmssetior Sithe top orbotump-WW each Poll height Died shill be arnal in the unit lateral load favi a oven in Table 3e era rut of tan bander spm (L2) divided by the medVd number affull height suds (NITH) selected eon 3.23D. Top or Donau Plate to Each Fall Haigh, Stud Conversion.- -(L/2)NM Fu St SHEATHING 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, (WFCM) LY WELLNGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN IST 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 SIM 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 EASSOCIATION A F & PA ( ) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS. 2001 SBC HIGH WIND EDITION. NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 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. 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. © Copyright 2005, East End Design Associates, LLC. All floor plans Bud 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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. atsar4 an 1/4'= 1'-0' MM. 07-08-04 09-12-04 OB -17-05 06-21-05 S mo 7111E NAILING SCHEDULE NOTES 9 of 18 .. 10JJJa g� gil atsar4 an 1/4'= 1'-0' MM. 07-08-04 09-12-04 OB -17-05 06-21-05 S mo 7111E NAILING SCHEDULE NOTES 9 of 18 nldNFFnS SPIE 0FN �a y,�p�55.DEEgkp9fi �. I I , r_ W C� x �XY �A1ALU��)` III IIIIIlIIILLiJl ILIJILJIILJLILIUIII II - :i H I1ILJJJ11Lll11 ILIILIII 111111 11.1111,11 LLIIILLI,1_ _ ZII [I J1JLL1 JJLLULJLLU11L I L Il 111II I1 LL 11 11 11 IL 1 llL ILl- LJ I_ I1 111111 11 ! 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ILlLllll_Il-111IlJLl IIJL IIII 1LIUIJLI LIJU W_ ll j 11 LllJUULJ Ull UIJLLILL II_ILlliu_1LILIIJI I — � - L IIJ11L11� L� - LLLQ� 1111111L L L FV�1 .`II��LfIlII1LI11 11141LJIIL(L� �I L L'u 11411111411 lllf 1 4 ❑❑ = .1� 14111111 Lu it 11WllLIL1LIJ 111 uLILll114IlJ, LW _u �IL1L I L ILL 1111 ll`111JiJUJI]"LlullJi llii 11 llI �I LL1111 ICI L1IL ;4111 '1 ---4' I`�1111_l1�LL I' ILL<ULIIELI, ii LIIJ�ILI I-uL�I-lll u��tlll['l�� �L IJ IIJJL Yt FRONT (ROAD SIDE) ELEVATION �• ww b €a U1 WWA ea 1 L1llLll tlillnlJull a ll cull I1I1111J11111IIIII!IIlI11J11111u11LJliu 1111 II III II II II1ll1111L11it u1Nl 111111-IIII II II LI It ILIL1LLLu-LU W ICICLE L Il L 111 111 L 1l- '1 L J1 LL _ . II_L 1 1LI1��LL LIL ® 1111 II 11 jl� W 1 It IIII II LI IL Il l 847-2004 L ll1 L L LLL LL II IJ a ll11 l 11LL L -11J111_I_1U I_Il it-1 II I;l-LL WLIIILII- u W IL1UI IIJI LIJI CMA - II�J.I�JLI111_uJ _JIJ-. I11LI�IL Il!III 11111 IL�IJJJLi 111111— ll IL Jlfl dECNmNr: LLL JI_f 1111111111.1 iIJ1r jUULJ1 Li 11uLILl�l�tl1f1 LIJLLLIL111JI11 p�lu Ell —_ 1 LiL ILII L�L!II_ WIIIIIII,11 51 ILIJL 1111 �LLllll 9 L�— swe �JJIJll ULl1 IJ II h l II I 1 I I IJ LLll1 II_111 LIIJL � ��EE� 1�4�= 1 -0' LI 1 Ill - L 1 ll I LJIJ- LI-I1i III yam II-ll _lL L_ 4 1L aoE 07-08-04 09-12-04 08 17-05 06-21-05 I I_L J1 UJI 11111 ill 1 L[ I Il l LLLI I Hutt Ill JI 1 i 111! 1_5 JL'-LI ll h-I a ®® 1I ! LL W JLI L 11111111_LI_IL,LI 1 1 LI ILJ UI II 111 111111 VIII. 11 II Ll LJLILLL I_ III IL II ILII-Llll �_ II 1Ij� Lu L,1 l I.1 a 111111 l l 11 1 Il 1 It ILILL1 II II11i1II1141illilillp i 111 Ll L14-1 111_1111 i 11.1 11 1111 i. LII_l I 1 L a LL 1 11_ _ uuuuuuuLI 111111111 FRONT it:LLQ1ll1 LLLi11JL� 11uI.11uu1I1 a1, 11 1,111 1 ELEVATION IL1LLL L 1 I_1 11 1_Jll a Ul u l l 11 u u !1 a 11 u u u f l u 11.111 pIIII 11.11u11 111 It [I II] ILILI J-1 [ILJUII_ �I - L 11, ILLII]1L�11I 1 �I11J11111 1111,1IUL,!1LIIIIILIII!II1114111111111U11Llij L uJ 111LL1 11IILILI[ 1JILLI I-'Ell - ul.luulluui11] a 1Y IL LEFT ©Copyright 2005, East End Design Associates, LLC. ELEVATION All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. sxrcr No- LEFT ELEVATION 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 Acre se Acceptance of these to the buyer. 0 O 1 ^ Acceptance of these drawings does not authorize [he right }LTJ to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ■ REAR (WATER SIDE) ELEVATION LEFT 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 me the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. r.`..'.T.f. 9 WK Lei 1/4'= 1--0- Ohm. 07-08-04 09-12-04 06-17-05 06-21-05 Saar rma: REAR ELEVATION RIGHT ELEVATION Saar so: 11 of 18 10' DU CON) FILLED SOMA TUBE PIER ON 2-0'x r-0'. V -Lr M. (MIN. 3-0' BELOW FINAL GRADE) M BEAR ON UNDISTURBED SUL (INSURE SOIL SEARING CAPACITY EACH COLUMN TO HAVE (11 M VERDCAL / ROM LOOPED AT TOP 6F PIER WTtl / CONDNUMS 1/r TE RW HOOKED IN LOOP IN CONCRETE PIER ANDA DOM / TO BORDER FOR TE PIER AN TE DOWN / (USE APPROVED SIMPSON HANGERS / BE DUAL) w EDI <I WI of PROVIDE DBL. FLOOR LLI JOISTS BENEATH ALL 0 PARALLEL WALLS UNLESS zl OTHERWISE NOTED. t• I I. EDI BEAM I.,• I Y� POCKET ••- I 1R ED DIA CONC. FILLSCNA TUBE PIER p ?' ON 2-0'x 2-0'x 1'-0' FTG. t (MIN. S-0' BELOW FINAL MADE) TO BEM ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) z EACH COLUMN To M HAVE (1) VERRCAL ROM (DOPED AT TOP OF PIER WITH �I CONTNUOUS 1/2- TE RW FIGURED IN _ Loop IN CONCRETE PIER AND ATTACHED TO BORDER FON CONTNUOUS TE DOWN I .� (USE APPROVED SIMPSON HANGERS f SEE DETAIL N_7 Ai DO I 0I I ojI I I WI w z 4• 4.� "• ,1 BEAM ; POCKET I I FI A CRAWL I ; ACE E `i I I TO EPFILLED AND 'Q COMPACTED WITH 4"- ' POURED SLAB WWM l ' I W/ 6x6 WWM 1K DIA COAG FILLED SOMA TUBES PIER ON 2-0'x 2'-0'x I'-0' "a (MIN. 3-0' BELOW FINAL GRADE) PROVIDE DBL FLOOR TO BEM ON UNDISTURBED SaL JOISTS BENEATH ALL (INSURE SOL BEARING CAPACA EACH COLUMN m HAYS (1) /4 WOHI L PARALLEL WALLS UNLESS ROM LOOPED AT TOP OF PIER WITH OTHERWISE NOTED. WNNNUUUS 1/r TIE RW HOOKED IN Loop IN CONGIE EPIER AND ATTACHED TO ORDER FOR CONANUa1S VE DOWN (USE APPROVED SIMPSON HUNGERS SEE DETAIL) 14xz �^'�11 15'-4Y2" STEP ALL FOOTINGS AS NECESSARY TO MAINTAIN FOOTING MIN. 3'-0" BELOW FINAL GRADE 0 L _J L _J 0 414' BOX TUBE CH S-- 0' x 1'-fi' CONC. FTG (T 1 r/ (5) 65 ROAR EACH H DIRECTOR (TOP PLATER TO BE 616'4' MO BASE PLATE TO BE 10'x10'»)7 14'-7Y4 -I D& ------- �4 -2Y4- T//7T�TT/T _ F_I _ E PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. Y I .� _ I _�I ::-1 I DROPPED — -_--- fl� F .:x r-- •" — r,2l,x-0 -BOH M blrlyH -NEIL' F rr J h4X il'vu.. �re AL1.':P::- nil; 4x41' BOX NBE 0 O ON 3-0' x 3-0' x 1'-6' U GONG FIG p ,j I r I I m PLAT a45E PLATE TO DE 10'110bj� 0 o <; w `. WALL z mQ F. o>ll>. T._q. I o U c t 4.44' BOX NBE ON S-0' x S -D' x V-6' J I WAC. FTG (TVP.) li W/ (5) /5 REBAR EACH DIRECnON (TOP PLATER TO BE 616',4' AND _ J BASE PLATE TO BE 10'x10'7 L _J L _J 0 414' BOX TUBE CH S-- 0' x 1'-fi' CONC. FTG (T 1 r/ (5) 65 ROAR EACH H DIRECTOR (TOP PLATER TO BE 616'4' MO BASE PLATE TO BE 10'x10'»)7 14'-7Y4 -I D& ------- �4 -2Y4- T//7T�TT/T _ F_I _ E PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. Y I .� _ I _�I ::-1 I DROPPED — -_--- fl� F FOR 3065 F rr J I I 1161 4x41' BOX NBE 0 O ON 3-0' x 3-0' x 1'-6' U GONG FIG p ,j (5) EACHD ROM EACH DIRECAND v_ (TOP _A TO BE 616'11' AND Cr 0� PLAT a45E PLATE TO DE 10'110bj� 0 o L _J L _J 0 414' BOX TUBE CH S-- 0' x 1'-fi' CONC. FTG (T 1 r/ (5) 65 ROAR EACH H DIRECTOR (TOP PLATER TO BE 616'4' MO BASE PLATE TO BE 10'x10'»)7 14'-7Y4 -I D& ------- �4 -2Y4- T//7T�TT/T _ F_I _ E PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. Y I .� _ I _�I ::-1 I DROPPED — -_--- FOUNDATION r FOR 3065 U40 DOOR rr J I I 1161 I I I I IrSiI I R9 -t•_4' J POCKETI I " �vlr rvl_7 F 3 0 , wze M I � : I am wa Ilom �0I IW< Wf I�w ��g/�/���17 o A - �J-LINE Of DECK ABOVE - - - 1lT DIA CONC. FILLED BONA MBE PIER ON 2-ICrYx 2'-LTx FTG (MIN. FINAIL 3-0• BELOW NAL MADE) TO IN BEM ON UNDISTURBED SOL M EACH COLUINSURE MN HAVEN(1) 04AVORCAL ROM LOOPED AT NP OF PIER WIDI CONNNUOUS 1/r PE RW HOOKED IN L4 - g - TO T LIN CONGESTS PIER AND ATTACHED D 6T I 1O" -6" 0 TO ORDER FOR E PER AN nE ACNE (USE APPROVED SIMPSON HANGERS SEE DUAL) FOUNDATION DEMOLITION PLAN AND ADDITION PLAN D EXISTING FOUNDATION FOUNDATION TO BE REMOVED NEW FOUNDATION WALLS N NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48• oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE BECOME f—(2) zxe CCA a6DER (NOTE BORDER 5 To SE ATTACHED TO 6.5 WRH APPROVED SUM OR ANCHOR PLATE) (�— 6x6 CCA POST GRADE APPROVED SIMPSON 6x6 POST ANCHOR 12' BOA LONG `Ulm SOMA TUBE NO M 2-0'x r-0. V-0' FTG (MIN. 4'-0' BELOW FINAL GRADE) I BEAR DN UNDISTURBED SqL (INSURE SOL BEARING CAPACITY) EACH COLUMN m HAYS (1) /4 VERTICAL ROM LOOPED AT TOP OF PIER WIN COIInNUWS 1/r nE ROD FIOOIfED IN LOOP R R FOR6CE PIER AND ATTACHED ( ORDER FOR DOSIM= AN DOWN (USE APPROVED S AOL)N HANGERS BEE DETAIL) ALL ANCHOR BOLTS ARE 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. =NECESSARY INGS TOINGOW PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. © Copyright 2005, East End Design Associates, LLC. All Boor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. All plans and designs are the sole properly of East End Design Associates, LLC. The right to build only one structure from these plans is listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. I p U 1: E ,7-T 8 A y gE ^6 W W A d 4"U- FRG,In.'r Na 847-2004 DRAWN ft CMA pC Dm BCWE 1/4•= 1'-0' DAM. 07-08-04 09-12-04 06-17-05 06-21-05 FOUNDATION ADDITION PLAN SHEET Na 12 of 18 I -4• I I3�II'I I I 1161 51 BEAM Ilei POCKET WALL - :�j T._q. I J POCKETI I " �vlr rvl_7 F 3 0 , wze M I � : I am wa Ilom �0I IW< Wf I�w ��g/�/���17 o A - �J-LINE Of DECK ABOVE - - - 1lT DIA CONC. FILLED BONA MBE PIER ON 2-ICrYx 2'-LTx FTG (MIN. FINAIL 3-0• BELOW NAL MADE) TO IN BEM ON UNDISTURBED SOL M EACH COLUINSURE MN HAVEN(1) 04AVORCAL ROM LOOPED AT NP OF PIER WIDI CONNNUOUS 1/r PE RW HOOKED IN L4 - g - TO T LIN CONGESTS PIER AND ATTACHED D 6T I 1O" -6" 0 TO ORDER FOR E PER AN nE ACNE (USE APPROVED SIMPSON HANGERS SEE DUAL) FOUNDATION DEMOLITION PLAN AND ADDITION PLAN D EXISTING FOUNDATION FOUNDATION TO BE REMOVED NEW FOUNDATION WALLS N NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48• oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE BECOME f—(2) zxe CCA a6DER (NOTE BORDER 5 To SE ATTACHED TO 6.5 WRH APPROVED SUM OR ANCHOR PLATE) (�— 6x6 CCA POST GRADE APPROVED SIMPSON 6x6 POST ANCHOR 12' BOA LONG `Ulm SOMA TUBE NO M 2-0'x r-0. V-0' FTG (MIN. 4'-0' BELOW FINAL GRADE) I BEAR DN UNDISTURBED SqL (INSURE SOL BEARING CAPACITY) EACH COLUMN m HAYS (1) /4 VERTICAL ROM LOOPED AT TOP OF PIER WIN COIInNUWS 1/r nE ROD FIOOIfED IN LOOP R R FOR6CE PIER AND ATTACHED ( ORDER FOR DOSIM= AN DOWN (USE APPROVED S AOL)N HANGERS BEE DETAIL) ALL ANCHOR BOLTS ARE 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. =NECESSARY INGS TOINGOW PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. © Copyright 2005, East End Design Associates, LLC. All Boor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. All plans and designs are the sole properly of East End Design Associates, LLC. The right to build only one structure from these plans is listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. I p U 1: E ,7-T 8 A y gE ^6 W W A d 4"U- FRG,In.'r Na 847-2004 DRAWN ft CMA pC Dm BCWE 1/4•= 1'-0' DAM. 07-08-04 09-12-04 06-17-05 06-21-05 FOUNDATION ADDITION PLAN SHEET Na 12 of 18 I I I3�II'I I I 1161 51 Ilei WALL - :�j J POCKETI I " �vlr rvl_7 F 3 0 , wze M I � : I am wa Ilom �0I IW< Wf I�w ��g/�/���17 o A - �J-LINE Of DECK ABOVE - - - 1lT DIA CONC. FILLED BONA MBE PIER ON 2-ICrYx 2'-LTx FTG (MIN. FINAIL 3-0• BELOW NAL MADE) TO IN BEM ON UNDISTURBED SOL M EACH COLUINSURE MN HAVEN(1) 04AVORCAL ROM LOOPED AT NP OF PIER WIDI CONNNUOUS 1/r PE RW HOOKED IN L4 - g - TO T LIN CONGESTS PIER AND ATTACHED D 6T I 1O" -6" 0 TO ORDER FOR E PER AN nE ACNE (USE APPROVED SIMPSON HANGERS SEE DUAL) FOUNDATION DEMOLITION PLAN AND ADDITION PLAN D EXISTING FOUNDATION FOUNDATION TO BE REMOVED NEW FOUNDATION WALLS N NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48• oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE BECOME f—(2) zxe CCA a6DER (NOTE BORDER 5 To SE ATTACHED TO 6.5 WRH APPROVED SUM OR ANCHOR PLATE) (�— 6x6 CCA POST GRADE APPROVED SIMPSON 6x6 POST ANCHOR 12' BOA LONG `Ulm SOMA TUBE NO M 2-0'x r-0. V-0' FTG (MIN. 4'-0' BELOW FINAL GRADE) I BEAR DN UNDISTURBED SqL (INSURE SOL BEARING CAPACITY) EACH COLUMN m HAYS (1) /4 VERTICAL ROM LOOPED AT TOP OF PIER WIN COIInNUWS 1/r nE ROD FIOOIfED IN LOOP R R FOR6CE PIER AND ATTACHED ( ORDER FOR DOSIM= AN DOWN (USE APPROVED S AOL)N HANGERS BEE DETAIL) ALL ANCHOR BOLTS ARE 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. =NECESSARY INGS TOINGOW PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. © Copyright 2005, East End Design Associates, LLC. All Boor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. All plans and designs are the sole properly of East End Design Associates, LLC. The right to build only one structure from these plans is listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. I p U 1: E ,7-T 8 A y gE ^6 W W A d 4"U- FRG,In.'r Na 847-2004 DRAWN ft CMA pC Dm BCWE 1/4•= 1'-0' DAM. 07-08-04 09-12-04 06-17-05 06-21-05 FOUNDATION ADDITION PLAN SHEET Na 12 of 18 I NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. I ( SEE DETAIL) I B WI PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 10' OA CDNG FILLED SOMA TBE PIER ON 2-O•x 2'-d'x 1'-G• FTG (MIN. 7-0• BELOW FINAL GRADE) T BEAR ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH CORMN T HAVE (1) /4 VFRPM ROM IDOPED AT TP OF PIER WOH CONTINUOUS 1/r DE ROD HOOKED IN LOOP IN CONCRETE PIER AND ATTACHE[ TO GREER FOR CONnNUMS ME DOWN (USE APPROVED SIMPSON HANGERS SEE DETAIL) ALL FOOTINGS ARE TO BE MIN. OF 3'-0" BELOW FINAL GRADE AS PER NYS. CODE. T 2 1R DIA CONIC. FILLED SONIA RUBE PIER ON 2-0•. 2'-O•x 1'-0• FTG (MIN. 7-0• BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH COLUMN TO HAVE (1) J4 VERTCAL REBAR LOOPED AT TOP OF PIER MH CONRNUOUS 1/r ME Ron HOOKED IN LOOP IN CONCRETE PIER AND ATTACHED TO ORDER FOR CONRNUOUS RE MUMU (USE APPROVED SHANGERS C+ SEE DETAIL) F W 1 BOLTS 10' DIA COI' FILLED SONA TBE PIER Q� ON 2-Ok 1'-0•M. o (MIN' -NELOUSRADO5UR SOL f`'GUp�• OUNISMME SOL REAPING CAPACIThEACH PA) (INSURE CO.UMN M (1) WIrrCAL OF'PIER WMH ciC�,la REBAR HOOPED TATOP 2001 SBC HIGH WIND EDITION. CONRNUOUS 1/2' RE Ron HOOKED IN BREMS LOOP IN CONCRETE PIER AND ATTACHED QiG M ORDER FOR CONBNUGUS ME DOW 4x44• BOX TUBE USE APPROVID SIMPSON MANGERS ON I ( SEE DETAIL) I B WI PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 10' OA CDNG FILLED SOMA TBE PIER ON 2-O•x 2'-d'x 1'-G• FTG (MIN. 7-0• BELOW FINAL GRADE) T BEAR ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH CORMN T HAVE (1) /4 VFRPM ROM IDOPED AT TP OF PIER WOH CONTINUOUS 1/r DE ROD HOOKED IN LOOP IN CONCRETE PIER AND ATTACHE[ TO GREER FOR CONnNUMS ME DOWN (USE APPROVED SIMPSON HANGERS SEE DETAIL) ALL FOOTINGS ARE TO BE MIN. OF 3'-0" BELOW FINAL GRADE AS PER NYS. CODE. T 2 1R DIA CONIC. FILLED SONIA RUBE PIER ON 2-0•. 2'-O•x 1'-0• FTG (MIN. 7-0• BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH COLUMN TO HAVE (1) J4 VERTCAL REBAR LOOPED AT TOP OF PIER MH CONRNUOUS 1/r ME Ron HOOKED IN LOOP IN CONCRETE PIER AND ATTACHED TO ORDER FOR CONRNUOUS RE MUMU (USE APPROVED SHANGERS C+ SEE DETAIL) F W 1 BOLTS IY TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF FIRE RATED o 0 =O x J PA) X w U<W GI 2001 SBC HIGH WIND EDITION. I � O BREMS ME INSTALLED AS PER NYS. CODE 4x44• BOX TUBE ON Y-0• x S -O' . V-6, I Niii N 10 0 FURNAC PROVIDE MIN. OF BOLTS I TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF FIRE RATED OF _ x x ABOVE FURNACE PA) X a NYS CODE 2001 SBC HIGH WIND EDITION. INSURE ALL FIRE BREMS FURNAC PROVIDE MIN. OF BOLTS 100 SF. 5/e• TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF FIRE RATED OF SHEET ROX ASSOCIATION ABOVE FURNACE PA) VERIFY ALL DIMENSIONS AND CLEARANCE AS PER. NYS CODE 2001 SBC HIGH WIND EDITION. INSURE ALL FIRE BREMS ME INSTALLED AS PER NYS. CODE 4x44• BOX TUBE ON Y-0• x S -O' . V-6, CONC. Fro (TVP.) w/ (5) #5 FEW EACH DIRECDCN (TOP PIV[O M BE B•xe•xe AND BASE PLATE TO BE 10•.10•x)7 1 DIX" n f- w - — — L — °WEE ONE O WASTE ONE O CC W Q� W J m i m I+ = m J w 14N2" 17'-2%4" m 0 �J PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. iO C N N X c N i V a 0 �' N BEAMJI -7" a III WONE A51E I POCKET 10nV DROPPED — 14'-7y4 -1.x'C �4 -2Y4 FOUNOAnON STEP FOOTINGS AS BEAM I I saowER REQUIRED BY NYS. POCKET — W1 w s� BEM — ,� w1aDG sm _ CII4E._------- IIED AM zxRl-1 6- 1E e LJNE OF 2" RIGID INSULATION I L_ J� '� POCKE m m i €mm- PROVIDE DBL. FLOOR � x IUin�irc I JOISTS BENEATH ALL / O ED IS O • I m'o a z PARALLEL WALLS UNLESS ( IF r m m 00 '_ 6 LL 3'_ I N=wGi I OTHERWISE NOTED. I ( CRAWL m m m = = m m` I SPACE I I� o j X = $ LINE OF m ¢ 4 G'T. J CTC AbOV-E E n I I I TO BE FILLED AND I p ii 0 n COMPACTED WITH 4" W W w w R n I POURED CONIC. SLAB A. W/ 6x6 WWM. x 3' 714" l I I� I r PROVIDE STAIRS AS PER l \ I I X f x X X V z NY. STATE CODE. \ dm v X \ l ? 0 \ \ \ I , 1R DIA GONG Fll1ED BONA TBE PIER LINE OF 2" RIGID INSULATION X ON z-o•x z' -G•. 1•-G• FTG — — — — — — — _ — _W_ — — N O N N N U STEP FOOTINGS AS 0 (ro'BEAR qy�R� SOL) REQUIRED BY NYS.(INSURE (INSURE SOIL BEARING) 04 WRn MAL L 3" COLUMN To L. REW LLOOPED ATATOP (OF PIER WITH ` CONDNUONS 1/r ME ROD HODI(ED IN LOOP IN CONCRETE PILAU AND ATTACHED \\l( 2x6 CCA HOUSE BEAM W TO IN C FOR TE PIER ME DOM (USE APPROSIMPSON NG VED HAERS omI 0 WITH APPROVED HANGERS 8 worn '-8" SEE DEwU lO DIA DENG. FILLED SONA TBE PIER W `I b u� Iw ` ON 2-0•. r-0•. V-0• FFG.D (AIN. 3-0' BELOWFINAL GRAPE) PROVIDE DBL FLOOR D � Q I QAC A I J o A T BEM ON UNDISTURBED SGL JOISTS BENEATH ALL I (INSURE SOL BEARING CAPACITY) EACH COLUMN TO HAVE (1) 04 WRMCAI. PARALLEL WALLS UNLESS (z) WO CCA ORDER_ ROM LOOPED AT TOP OF PIER WITH OTHERWISE NOTED. CONTWUDUS 1/1' ME Ron HOOKED IN LAMID AITACHED i lamCRETE NUaoFOR WHDGUS ME DOM M�FLJNCOF DECK ABOVE ay^ BEAM POCKET NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. AED SMPSON HANGERS 1 Cr DIA COAG FILLED SONA TBE PIER SEE DETAIL) ON 2-0•. Y-0•. 1'-0• FTG -i%' 1 11 NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. (AIN. FAR BELOW FINAL GRADE) PROVIDE STAIRS AS PER T BEM ON OWINGR AP SGL NY. STATE CODE. (INSURE SOL REAPING) 0 VER) C NOTE: CHANGING OF FLOOR SYSTEM FROM E REB COUMN T HATE (t) PI vERnTH W140LOO SERIES TO ANY OTHER ROM LOOPED AT TOP of PIER WRH FLOOR SYSTEM OR SIZE WILL CONDNUWS 1/Y ME R00 MOONED IN LOOP IN CONCRETE PIER AND ATTACHED ._ —B•- REQUIRE ENGINEERS APPROVAL AND TO GIRDER FOR CMUNUGUs DE DOWN 0 6” 10" '-6" 0 WRITTEN PERMISSION. (USE APPROVED SIMPSON HANGERS SEE METAL) 19'-6" I 13'' EXISTING FOUNDATION FOUNDATION TO BE REMOVED `„'-. = R'•�i;: NEW FOUNDATION WALLS ER NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" OC. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE Yxe DECKING 2x9 -le ac CCA AMACHE) TO GIRDER USING APPROVED SRAPS OR ANCHOR PUTES. �—(2) 2.e GOA ORDER (NOTE GIRDER IS TO BE ATTACHED TO axe WRH APPROVED STRAP OR ANCHOR PUAIT) �— UG CDA POST GRADE APPROVED SIMPSON axe POST ANCHOR 12. OA CONC. FUM SONA TBE PER ON 2-0•x 2'-D•x V-0• M. MIN. 4'-G' BELOW RNAL (TO BEAR ON UNDISTURBED SOL (INSURE SOL BEARING CAPAHY) EACH COWMN TO HAVE (1) H VERnCAL REBAR LOOPED AT TOP OF HER Mrs CONRNUOUS 1/Y DE Ron MOONED IN LOOP W CON PIER AND ATTACHED To GIRDER FOR CONRNUOUS nE Ones (USE APPROWD SIMPSON HANGERS SEE DETAIL) ALL ANCHOR BOLTS ARE 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. © 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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of Iota( governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to Construction. I g �1 H r�r gr 2 IJaWA E° PROJECT TIO 847-2004 DRAWN BY: CMA CHFCIIEU n: SCALE 1/4"= V-0- am- 07-08-04 09-12-04 06-17-05 06-21-05 �Tlgqdlllla FOUNDATION ADDITION PLAN SHEET LA0. 13 of 18 ALL INTERIOR HEADER ARE TO BE ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED '-4%6 10'-108 '-6' 32•_6• 3'-44ti 3'-1A 7- 12'-1Q1¢' 12'-7)<' ALL EXTERIOR HEADER ARE - TO BE 5ES' ANTHONY POWER BEAMS EQUAL UNLESS OTHERWISE NOTED 12 -6" PROVIDE DBL. FLOOR NOTE: CHANGING OF FLOOR SYSTEM FROM ALL INTERIOR HEADER ARE WNUOWS SET JOISTS BENEATH ALL W140 SERIES TO ANY OTHER.. 7 C o e' -o' uT. A PARALLEL WALLS UNLESS FLOOR SYSTEM OR SIZE WILL TO BE x ANTHONY 7" 6. B" OTHERWISE NOTED. REQUIRE ENGINEERS APPROVAL AND POWER BEAMS IS EQUAL I - WRITTEN PERMISSION. UNLESS OTHERWISE NOTED 12' HMG SMOOTH COLUMNS ANDERSEN ANDERSEN ANDERSEN ANDERSEN ALL EXTERIOR HEADER ARE 4.� DLM7 DHis61U OHr5e10 DIR]ela Q r---- ---- -lID1 10 MI maia5----ITOIRFO TO MONT3&1O -- ---1 TO BE 6'x91" ANTHONY QJ �. / ANDERSEN 5' ANDERSEN 5' ANDERSEN 5' ANDERSEN POWER BEAMS OR EQUAL y p0 / M3115 sM sM n1jPSAS9 sM T6?3952 n UNLESS OTHERWISE NOTED Ca�lR�p / 2 1 L z 11 " y S / LVL GIRDER p4�I / HNOF L GE RDFA d PROVIDE DBL. FLOOR pJ�J. / ]1'v tot FLUSH e yid` JOISTS BENEATH ALL QQ' 2 / �1 YaERm cur Pm m 31'-7' PARALLEL WALLS UNLESS / mi OTHERWISE NOTED. / �• \ (wan DIMEEmoNs) a 9 0 o I o usE e�FAl1.1 (FTwsHm) 0 O 0 1, m O In O Q 4 3 N r=il IxJ) n B 12' HBkG SMOOTH COLUMNS --T-(3)11'. 7VL FLUSH BEAN a u x o LL O O y ®/ TAPENm cur PER Four I ' 0 • � '' " 0 w I0 = I (VDIY DIMENSIONS) $o DINING ROOM po Nun 5 U � I Of 3 G m$ I I� o I� 1'x 7VL-c FLOOR JOISTS X. �lg r ERFOOT IVERRFY DIMENSIO S) x o I 0 ^p \ > Ih > I N n I I �I� �' J x� v bJ NJI, IANDERSIN ANDERSEN-• v x v rTm I N IONOLUUERSEN SM UMANpmED TO 0 f ON TW2u2 TW24Jz ---- -�\ x x v VERANDA �\\ I ^ 12• HBkO SMOOTH COLUMNS ---r- LP 2) 13/4 x 16" L DROPPED HEADER W/(1) � STEEL FLOCH LATES BOLTED W/}" BOLTS 2'-0' C. n I le x (� 1�4 x 119' LVL FLUSH BEAM W/(2) i" STL FLITCH PLATE (SEE DETAIL) I n WINDOWS SET I �w112 .z - (2)1 4 x 119"LVL qqf �: <nfW... �ue!Uuf fn�fn:.nff o a• -o' AFF. I �IB m �A 40 x 11 • - 16" ora FLOOR JOISTS Ili /BUSH BEAM �, BAR ^gym m�1 iA % C SHOWER NJW m -6` 7 _ VERIFY ACE PUCE I vl i= ao VERT FlREP ACE OPENING SIZE v Y AND HEARTH HDWT AND SPECIFICATIONS WTH OVMM. WINDOWS SET PRE-FABx 11 " L 3 I I'O �V I m VERIFY HEARTH SIZE AND I o e• -D• ATF. m 12' Hake SMOOTH COLUMNS 0 3 -6•.s2• -'alt• iM HEIGHT WRH OWNER. iO FLUSH BEAM TRI t -} KITCHEN ° I m OPENING CONFORM i0 N5. CODE I 2NII "„,r,,,. rJ DEN I 40 x 119” - 16" oc FLOOR JOISTS " g '"m Ol / O- VERIFY ALL DIMENSIONS Ira woa= o ^SIE � N I(,\I —N. -9h. ° ms COIEOONCE AS PER. v - _ (2)13/" x 11' LVL ° O BATH PRUDE OUTSIDE NR m FLUSH BEAM `y+ As PER NQS. CODE -1 SHOWER Yd PRUDE FIRE MENRS i �I$Iz c4• I I �L O: AS PER NYS. CODE t — ll — 1 TRIMMED ED I h '-1 _�•_ NDERSM j141 ANDERSEN OPENING 40 x 11 ' - 16" ON; FLOOR JOISTS m n y F \ 8 =SII 2 ° ENIM _ —T-~ _ ' a m ^ W40 x 11 • - 16• - ANDERSEN 2 `f' �ry \ �' BOOR JDI515 V 1W- - N C4i` . \\ 2 '= L - - - - r - it - - MNDCNIS SET - - - - - I11 'Fc+ EN T pm Rin• 2 p o In sJ' B I N o e• -a• \ In0 o� -N D04 X11 LVL j of 7 o J -ml ---- •I f—FLUSFT l v o 9 H I- 1 ¢ p 311• -3 -4 _ I}-- iW4�0 /x i -1 1 b"-- 161-6 " o�cF13FLOOR JOISTS 0 ZQ°I LVL i 113' o ro4 pw3 ,Jm0 FLUSH BEAM-- ENTRY -10" ,41"LVL u n1-2 mHAL o -_- I FLUSH BEAM SUNROOM fl 19 D -11' II N WNDDWs SEr qf��,, ANDERSEN ANDERSEN ANOERSm ANDERSEN g ANDERSEN R15 ]Oe0 ANDERSEN y�`I ANDERSON R ,A 1W21062 MIO02 1W21052 21042 & ^ I CRI5 U40 DOOR CUAC00 I m Ep ------------------"1 I cfty) (TEMP) [TmP) I xp B COVERED ENTRY I" EN ALL INTERIOR HEADER ARE I o I I ^ $ N m TO BE 31"x91" ANTHONY I i LUNE OF a0%m GIRDER - - - - - _ - UNE OF BOXED GIRDENJ °1 I - POWER BEAMS OR EQUAL ' _ UNLESS OTHERWISE NOTED 12' HI1kG SMOOTH COLUMNS GIRDER I UNE OF eo%m GIRDER UNE OF 9O%m GIRDER ALL EXTERIOR HEADER ARE __ __ ..._.._.._ L_—_ --_—_---_ —_---_J PROVIDE STAIRS AS PER NY. STATE CODE. ALL INTERIOR HEADER ARE TO BE 31"x91" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 51'x91" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. -6yZ'i2'-9ui L3 -1 I rt3 -1 •—{ 7 -LW2 -1 FIRST FLOOR PLAN NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND - - WRITTEN PERMISSION. ARDmsEN / _iW1152 12' HMG SMOOTH COLUMNS 2, 1 k_ x 11 - - / + m L m 0 12' Hake SMOOTH COLUMNS 0 m .e 1:j'a Yl'LW- 16' m FLOOR Mars � A. O TAPEREO CUT �' Pm Four I �wIB (wnFr DIUENSIONs) I 12' Hake SMOOTH COLUMNS VERANDA I I I I I I FIRST FLOOR COVERED PORCH FRAM1NO D d'AIL FOR BALCONY ABOVE 12• HakG SMOmH COLUMNS I VERANDA I I I I I I BALCONY FLOOR PLAN DETAIL 111x16" LVL BEAM 16" STL. FLITCH PLATE GALV. CARRIAGE BOLTS / WASHERS AND NUTS L A --4-1/2-J ��'-e•--r--z'-o•-1—z•-o"�-2'-o•�z'-a'—�—z'-o•—r—z'-o"—�z'-o'—r-�-'B'--)4- ° 0 � e ° BEAM DETAIL © Copyright 2005, East End Design Associates, LLC All floor plans and elevations are protected under Federal Copyright Law. MI OS 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 liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. U I� A4 v) 00 o O r U 0 DRMIN W. 1/4"= l'-0" IMM. 07-08-04 09-12-04 06-17-05 06-21-05 SHEET RDE FIRST FLOOR PLAN SHF£r NM 14 of 18 12' Hake SMOOTH COLUMNS / 2LYL`66I x 11' N— ' / UNE OF OF BOXED GWDFR / + P FOC� ROOF PITCH, 12' HBkO SMOORI COLUMNS PITCH aALCOM' FLOdR " �r (PROO9YSIEYTOMARDS FLOATING I a OmlfD 0 m I I Ira � � I IpV. ''1' ^� IxNF PRf Flt I I ^ x� RURIIEN MENU E APPUm x (1) LAYERS O J' Ac PLYWOOD V OVER (1) IAM OF :j' CD% PLW000 `" .N. I MERn m Su ANDERSEN 12• HakG SMOmH COLUMNS I VERANDA I I I I I I BALCONY FLOOR PLAN DETAIL 111x16" LVL BEAM 16" STL. FLITCH PLATE GALV. CARRIAGE BOLTS / WASHERS AND NUTS L A --4-1/2-J ��'-e•--r--z'-o•-1—z•-o"�-2'-o•�z'-a'—�—z'-o•—r—z'-o"—�z'-o'—r-�-'B'--)4- ° 0 � e ° BEAM DETAIL © Copyright 2005, East End Design Associates, LLC All floor plans and elevations are protected under Federal Copyright Law. MI OS 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 liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. U I� A4 v) 00 o O r U 0 DRMIN W. 1/4"= l'-0" IMM. 07-08-04 09-12-04 06-17-05 06-21-05 SHEET RDE FIRST FLOOR PLAN SHF£r NM 14 of 18 I I I I I I I I W7 EXISTING HOUSE PLAN OVERLAYED ON NEW FIRST FLOOR IxsaRE ALL P' xffr VE1115 — fNl IHE 9�CK OF HONSE 11 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. © Copyright 2005, East End Design Associates, LLC. All floor plans and elevations we protected under Federal Copyright Law. Plans may not be reproduced without written authorization. A8 plans and designs are the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is Escensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 0MONSER'S g ' W UU Z jW r� V 11J, + WINDOW AND DOOR SCHEDULE Ella zR 0 E-4 �zw CLEAR OPENING IN TOP OF SUBFLOOR e� WINDOW MEETS OR WINDOW OR UNIT CLEAR OPG. FULL OPEN POSITION CRACK OPENING VENT TO TOP OF INSIDE OVERALL UNIT EXCEEDS NYS CODE UNE # DOOR NO. SQ/FT. WIDTH HEIGHT GU55 VENT SASH ONLY SQ/FT. SILL STOP AREA FOR EGRESS MANUFACTURE INCHES INCHES SQ/Fr. LINEAL FT. INCHES SQ/FT. NO 1 ANDERSEN TW9419 23' 1 13 1" 994 4e 7.58 NO 2 ANDERSEN TWqjE32 3.59 31" 1 14 7" Y 10.11_ NO 3 ANDERSEN 31 2 16 7' 3 11 nA NO 4 ANDERSEN TW91046 536 31 2 17 3 28;' 14.07 YES 5 ANDERSEN 31 ' 2 18 7' 2047 NO 6 ANDERSEN 3 " 2 16-51 43A 3 W "16-95 19.76 YES 7 ANDERSEN 3 2 19'-1" 2 ES 8 ANDERSEN 41,h 26"- 21'-1" 2 ES 9 ANDERSEN 31,y 3 a 20'-7' 7-60 ' 19.01 ES 10 ANDERSEN 25% 3 ^ 19'-1" 11 ANDERSEN 31¢2 s 16'-7" 32"O "_9.14 12 ANDERSEN 17.¢ 2 a 14'-5" 2 1ES ENO 13 ANDERSEN 33.5 2 a — 2O 14 ANDERSEN DHT3810 NA 1.8 NA NA NA 3.8O 15 ANDERSEN NA 2.81 NAO NA MA 5-61DHT5610 16 ANDERSENDHT2410 NA 17 ANDERSEN 32 NA NA 55 4R 12'-4' 4 911 NA 241ife 425O 71 NO 18 ANDERSEN C NO 19 ANDERSEN NO 20 ANDERSEN NO 21 ANDERSEN 19 ' 6'9A— 6 4.0 YES 22 ANDERSEN FWH29611 26 a 7 9.61 NA NA YES 23 ANDERSEN FWH31611 32 7 ' NA NA YES 24 ANDERSEN 30 a 91Y" 13.72 NA NA YES 25 ANDERSEN FWG12QEQ 5 ' 91 NA NA +1614H YES 26 ANDERSEN ENG60611 2 ' 7NA NA YES 27 35' 9 NA NA IxsaRE ALL P' xffr VE1115 — fNl IHE 9�CK OF HONSE 11 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. © Copyright 2005, East End Design Associates, LLC. All floor plans and elevations we protected under Federal Copyright Law. Plans may not be reproduced without written authorization. A8 plans and designs are the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is Escensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 0MONSER'S g ' W UU Z jW r� V 11J, + No - 1/4"= 1'-0' DAM 07-08-04 09-12-04 06-17-05 06-21-05 WW rN - EXISTING CONDITIONS OVERLAY PLAN/ PLUMBING SCHEMATIC/ WINDOW & DOOR SCHEDULE 15 of 18 U� Ella zR 0 E-4 �zw :1 � WWq e� No - 1/4"= 1'-0' DAM 07-08-04 09-12-04 06-17-05 06-21-05 WW rN - EXISTING CONDITIONS OVERLAY PLAN/ PLUMBING SCHEMATIC/ WINDOW & DOOR SCHEDULE 15 of 18 ALL INTERIOR HEADER ARE TO BE 34'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED NOTE: CHANGING OF FLOOR SYSTEM FROM ALL EXTERIOR HEADER ARE W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL TO BE 5]'x9}' ANTHONY REQUIRE ENGINEERS APPROVAL AND POWER BEAMS OR EQUAL WRITTEN PERMISSION. UNLESS OTHERWISE NOTED Eel WINDOW^ SET o a•-io- AFF. F2 1 -6 1 -2-1 BALCONY ANDERSEN EWG50e11 I an T �a ,N N o BEDROOM #1 2�2 �F I N • WI 6'-io SEr o e' -m' AT. ALL INTERIOR HEADER ARE TO BE 3!'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED NOTE: WI 0 SERIESF TOFLOOR HER FROM ALL EXTERIOR HEADER ARE FLOOR SYSTEM OR SIZE WILL TO BE x ANTHONY POWER BEAMS OR EQUAL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. UNLESS OTHERWISE NOTED -41'4 BEDROOM #2 MDMEN 3• ANDERSEN M1045 SM iWR1048 1'-63'4 C L. 19'-6" 3' r r12' -03i f 7''8vi T-7'-fll'i--tet 2'-11 -T-11J¢'-T3'-11J¢"�2'-; NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED �NaaNa SE PRIOR TO CONSTRUCTION o e -1a AF. ANDERSEN MW MD Fn1D O ANDERSEN 3' ANDERSEN 3'ARaERSEN TW1a410 SM TW3D410 SM iiwio 2 2x8 - 16' oe CEIUNG JOISTS MASTER BEDROOM I I I I I 11,-1 4• ` 2'-W4" I I —J CLOSET - ifi• nc ,� 342•$ /L ,I 2aw 1 BEDROOM #3 o„A - uxi• CL. 25M ANDERSEN 3' ANOERSQN M1052 SM 1W91052 uJ C �•-3. -3•� 19'-6• SECOND FLOOR PLAN ANDERSEN 3' ANDERSEN TN21"2 SM i 21042 SLOB R a v% \ LAUNDR ROOMr ED an WING SET O W-10' AF. ALL INTERIOR HEADER ARE TO BE i POWER BEAMS OR EQUAL pig i ALL EXTERIOR i TO BE 54"x94' ANTHONY POWER I I I I I I UNLESS WI 6'-io SEr o e' -m' AT. ALL INTERIOR HEADER ARE TO BE 3!'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED NOTE: WI 0 SERIESF TOFLOOR HER FROM ALL EXTERIOR HEADER ARE FLOOR SYSTEM OR SIZE WILL TO BE x ANTHONY POWER BEAMS OR EQUAL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. UNLESS OTHERWISE NOTED -41'4 BEDROOM #2 MDMEN 3• ANDERSEN M1045 SM iWR1048 1'-63'4 C L. 19'-6" 3' r r12' -03i f 7''8vi T-7'-fll'i--tet 2'-11 -T-11J¢'-T3'-11J¢"�2'-; NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED �NaaNa SE PRIOR TO CONSTRUCTION o e -1a AF. ANDERSEN MW MD Fn1D O ANDERSEN 3' ANDERSEN 3'ARaERSEN TW1a410 SM TW3D410 SM iiwio 2 2x8 - 16' oe CEIUNG JOISTS MASTER BEDROOM I I I I I 11,-1 4• ` 2'-W4" I I —J CLOSET - ifi• nc ,� 342•$ /L ,I 2aw 1 BEDROOM #3 o„A - uxi• CL. 25M ANDERSEN 3' ANOERSQN M1052 SM 1W91052 uJ C �•-3. -3•� 19'-6• SECOND FLOOR PLAN ANDERSEN 3' ANDERSEN TN21"2 SM i 21042 SLOB R a v% \ LAUNDR ROOMr ED an WING SET O W-10' AF. ALL INTERIOR HEADER ARE TO BE 3}'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54"x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED -9--L4--1y2'—L-4'- WINDOWS SET O 1c' AFF. ALL INTERIOR HEADER ARE TO BE 34'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE NOTE: CHANGING OFFLOOR SYSTEM FROM TO BE 54'x94' ANTHONY W140 SERIES TO ANY OTHER POWER BEAMS OR EQUAL FLOOR SYSTEM OR SIZE WILL UNLESS OTHERWISE NOTED REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED PRIOR TO CONSTRUCTION 1 7 r - NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED ; PRIOR TO CONSTRUCTION NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AMID WRITTEN PERMISSION. ALTERNATE MASTER BATH PLAN 1 '—loot:' 7 ALTERNATE MASTER BATH PLAN 2 F 54) L7 U f w Au0 �a PI Na 847-2004 MMMN tm CMA NiIEGNFD rl: 1/4'= 1'-0" nom 07-08-04 09-12-04 06-17-05 06-21-05 1 SHEET 11RE: 60 SECOND FLOOR © Copyright 2005, East End DesigAssociates, LLC. PLAN 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 to the buyer. sed a of thevlyse Acceptance Acceptance of these drawings does not authorize the right to build 16 of 18 without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54"x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. R3. SIMPSON STRONG -TIE H7 - ATTACHED TO FLOOR JOISTS CLOSET 17 FIBERGLASS HB&G i COLUMN OR EQUAL 4x44• BOX MOE PROVIDE CONTINUOUS 4x44• BOX VIBE SIMPSON STRONG -TIE ROD SYSTEM FROM S-0• x S-0• x CONCRETE PIER THROUGH S-0• x 9-0• x v-6• FIBERGLASS COLUMN TO THE TOP OF GIRDER 2x8 CCA HOUSE LEDGER SIMPSON STRONG -TIE H7 (FL>SHEDI - - 12• HB&G SMen- COWMNS 3' WASHER AND NUT 3'x6 MOHM.ANY DECKING CCA GIRDER �__=_ LCLLIZ�C ___- (2) 2x10 ca 12" CONC. WALL aROER 2x6 CG -16 < 3000 PSI CONC. (MIN.) 2x2 CCA LEDGER - III 12• SONA LUBE O ON 2'-0• x 2'-0 x 1'-R GONG FTG (TP.) iTs�II w/ (4)D#5 REBBAR EACH IRECTION TYPICAL 12" CONC. PIER LLL_LLIII DETAIL FOR FRONT COVERED z PORCHES AND REAR I7 __qI I III COVERED PORCH II IL� ---- �JI (SEE DETAIL "L") ---- �JI SHEATHING 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. (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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. N❑ 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. Rte. CONTINUOUS RIDGE VENT -1344" x 11%" LVL RIDGE 2x4 RIDGE POLE - 16' a 2x6 / 2x4 STRONGBACK 30 LL++ -FT�1lL� 1 -1 -I 1 IIII�+-1111 11 LLLJIIIILLLJIII12 IFF -- l --J111 1111 STAIRWELL 111, 32.3125 L ==J LL_= J _ _ R =30 2 INSULATION --3.54--== STAIRSTO s SECONDaOOR S J ECON J � I I I I I ccv---- C_- STAIRS TO BASEMEN L - 6.1251 I / INSuJ.OIION 717 1IC11 IC 1 II IICIJJ'll LAUNDRY ROOM it R=30. I INSULATION (3) 1%- x 111' LK Ntla x t tj• FLOOR JDISTS 2x6 - 16• r T T 1 II III- -FIII II IILL1All DEN lllr 111 l ILII 1111 ILL==J11 COX SUBROOR - OWED & NAILED W,Io x 11d' ROat mss W12x30 Srm. DROPPED ORDER I 4.4x3' BOX LUBE ON S-0• x S-0• X 1'-6• CONC_ M w/ (5) 65 ROM EACH I I DIRECRON GOP PLATES IO BE 6%6.4- MID BASE PUTE In BE BASEMENT to'x1D•.1�—� , , L — J �F-1-1 11C❑III _ _ —j —R-13 INSULATION —9i" CDX SUBFLDOR 0.UED &NAMED — x 14' nocat .Xas15 "M X tip FLOOR Msls WI2 40 SIEE. DROPPED ORDER 4x44• BOX VIBE ON S -o• . S -D' . V-6' CONC. FTG (TPJ w/ (5) R ROM EACH DIRECTION (W PLATES TO BE B•x6•xl• AND BASE PLATE BE BE �— lD•x1o•.ID CROSS SECTION A I 12 7.9375 6' FASCIA _ �/ FTT-1 FFTT�11 Ti rIFF l=n�FFTT�� n�� 111-++�I IF FLl l /I �_I__1111 1L L —111 �LL�iII�LL�l1 ii1� u�iiiiLLLul11111 I11I -- 111111 �II1 /III III III L� _ =J L— _ =1� / �L JAI — — =�I ILL JJ R-19 INSULA BASEMENT 4' P.C. SLAB BASEMENT e P.C. SLAB CROSS SECTION B CONTINUOUS RIDGE VENT -1347 x 112W LVL RIDGE 11d BENT CHIMNEY CDX R-19 INSULATION - FURNACE AREA PROMOE MIN. OF 100 SF. 5/6• HRE RATED SHEET ROCK ABOVE FURNACE VERIFY AI DIMENSIONS AND CL£MIRCE AS PER. NYS CODE INSURE A HRE BREAKS AAEINSTALLED /5 PER NYS. CODE 4" P.C. SLAB 200-16 oc RAFTERS }' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 2x8-16 oc RAFTERS MM� ' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 1�• n ttd' LVL RUSH BEAM BLED & HAILED CONTINUOUS RIDGE VENT 1341 x 94' LVL RIDGE x oc 4" CDX ROOF SHEATHING I 25 YR. ARCHITECTURAL ROOF SHINGLE I I I Q:1�RFY4L1 IFTTr LTT--1 1JILTT-111 1 rTTIIFTl -1 L11 ILLI -Ill 11 I I III Ill FTT71rTT Ill LL_LL L_LLJ 6" FASCIA —12" VENTED FLYRAFTER — DBL 2x6 PLATE — 8" VENTED SOFFIT —R-19 INSULATION —2x6-16" oc WALL STUDS —4" CDX WALL SHEATHING —TYVEK HOUSEWRAP — 18' RED CEDAR PERFECTION 6� SHINGLES w/ 5X2" EXPOSURE — 2x6 SHOE —2x8 - 16" DO. 6' FASCIA —16' VENTED SOFFIT — DBL 2x6 PLATE —R-19 INSULATION —2x6-16" oC WALL STUDS —)" COX WALL SHEATHING —TYVEK HOUSEWRAP —18' RED CEDAR PERFECTION SHINGLES w/ 5X2' EXPOSURE — 2x6 SHOE —2x6 CCA SILL PLATE W/ TERMITE SHIELD & SILL SEAL GRADE —$' x 12' ANCHOR BOLTS DAMP PROOFING 8• PC FOUNDATION WALL 16' x 8' PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAFACITY 6' FASCIA 12 �I�=- _I—IJ�I Ir — _ iL— i III IIIIILJ III I II IF I,- - 111 111111 4x44• BOX MOE LJIILL_I_ I III f LII 4x44• BOX VIBE ONON S-0• x S-0• x S-0• x 9-0• x v-6• ------------- CONC. FIG (TYP.) w/ (5) 15 ROAR EACH - �E3L�L'EJHL- w/ (5) /5 ROAR EACH - - III pllll OIRECnON (TOP PLATES CL_l_1J -_----- LCCLII=ICJ �__=_ LCLLIZ�C ___- - CLIZ_JI �7TT_T �I ILII-ttt-III II II 10•x10•.17 — III IIf-tt_F-ILII O III I -+++VIII iTs�II III 11 11 LLL_LLIII 111 III z III I7 __qI I III IIT TIL==—JI II IL� ---- �JI II IL� ---- �JI III I ILII IL===JI W 440 r l Id. RODIt JO515 A W140 n 11d' FLOOR .IASIS �' W12x40 SITEL BEAM W12x40 S1EF.L BEAM R-19 INSULA O CMA R-191NSULATION- 4' P.C. SLAB BASEMENT e P.C. SLAB CROSS SECTION B CONTINUOUS RIDGE VENT -1347 x 112W LVL RIDGE 11d BENT CHIMNEY CDX R-19 INSULATION - FURNACE AREA PROMOE MIN. OF 100 SF. 5/6• HRE RATED SHEET ROCK ABOVE FURNACE VERIFY AI DIMENSIONS AND CL£MIRCE AS PER. NYS CODE INSURE A HRE BREAKS AAEINSTALLED /5 PER NYS. CODE 4" P.C. SLAB 200-16 oc RAFTERS }' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 2x8-16 oc RAFTERS MM� ' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 1�• n ttd' LVL RUSH BEAM BLED & HAILED CONTINUOUS RIDGE VENT 1341 x 94' LVL RIDGE x oc 4" CDX ROOF SHEATHING I 25 YR. ARCHITECTURAL ROOF SHINGLE I I I Q:1�RFY4L1 IFTTr LTT--1 1JILTT-111 1 rTTIIFTl -1 L11 ILLI -Ill 11 I I III Ill FTT71rTT Ill LL_LL L_LLJ 6" FASCIA —12" VENTED FLYRAFTER — DBL 2x6 PLATE — 8" VENTED SOFFIT —R-19 INSULATION —2x6-16" oc WALL STUDS —4" CDX WALL SHEATHING —TYVEK HOUSEWRAP — 18' RED CEDAR PERFECTION 6� SHINGLES w/ 5X2" EXPOSURE — 2x6 SHOE —2x8 - 16" DO. 6' FASCIA —16' VENTED SOFFIT — DBL 2x6 PLATE —R-19 INSULATION —2x6-16" oC WALL STUDS —)" COX WALL SHEATHING —TYVEK HOUSEWRAP —18' RED CEDAR PERFECTION SHINGLES w/ 5X2' EXPOSURE — 2x6 SHOE —2x6 CCA SILL PLATE W/ TERMITE SHIELD & SILL SEAL GRADE —$' x 12' ANCHOR BOLTS DAMP PROOFING 8• PC FOUNDATION WALL 16' x 8' PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAFACITY 6' FASCIA 12 �I�=- _I—IJ�I Ir — _ iL— i III IIIIILJ III I II IF I,- - 111 111111 4x44• BOX MOE LJIILL_I_ I III f LII 4x44• BOX VIBE ONON S-0• x S-0• x S-0• x 9-0• x v-6• CoNG FTG (TP.) CONC. FIG (TYP.) w/ (5) 15 ROAR EACH rn w/ (5) /5 ROAR EACH DIRECAM (TOP PIATES ,I III pllll OIRECnON (TOP PLATES M BE 6•x6•47 AND TO BE 6•x6•.)• ANO BASE PV.IE IO BE 2x6 CON -16'o0. BASE PIATE M BE vrx10•xf7 `_—_LEDGER __ (2,1 aR1O CCA —(2) aROm2010 a I II II 10•x10•.17 — 4' P.C. SLAB BASEMENT e P.C. SLAB CROSS SECTION B CONTINUOUS RIDGE VENT -1347 x 112W LVL RIDGE 11d BENT CHIMNEY CDX R-19 INSULATION - FURNACE AREA PROMOE MIN. OF 100 SF. 5/6• HRE RATED SHEET ROCK ABOVE FURNACE VERIFY AI DIMENSIONS AND CL£MIRCE AS PER. NYS CODE INSURE A HRE BREAKS AAEINSTALLED /5 PER NYS. CODE 4" P.C. SLAB 200-16 oc RAFTERS }' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 2x8-16 oc RAFTERS MM� ' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 1�• n ttd' LVL RUSH BEAM BLED & HAILED CONTINUOUS RIDGE VENT 1341 x 94' LVL RIDGE x oc 4" CDX ROOF SHEATHING I 25 YR. ARCHITECTURAL ROOF SHINGLE I I I Q:1�RFY4L1 IFTTr LTT--1 1JILTT-111 1 rTTIIFTl -1 L11 ILLI -Ill 11 I I III Ill FTT71rTT Ill LL_LL L_LLJ 6" FASCIA —12" VENTED FLYRAFTER — DBL 2x6 PLATE — 8" VENTED SOFFIT —R-19 INSULATION —2x6-16" oc WALL STUDS —4" CDX WALL SHEATHING —TYVEK HOUSEWRAP — 18' RED CEDAR PERFECTION 6� SHINGLES w/ 5X2" EXPOSURE — 2x6 SHOE —2x8 - 16" DO. 6' FASCIA —16' VENTED SOFFIT — DBL 2x6 PLATE —R-19 INSULATION —2x6-16" oC WALL STUDS —)" COX WALL SHEATHING —TYVEK HOUSEWRAP —18' RED CEDAR PERFECTION SHINGLES w/ 5X2' EXPOSURE — 2x6 SHOE —2x6 CCA SILL PLATE W/ TERMITE SHIELD & SILL SEAL GRADE —$' x 12' ANCHOR BOLTS DAMP PROOFING 8• PC FOUNDATION WALL 16' x 8' PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAFACITY 6' FASCIA 12 �I�=- _I—IJ�I Ir — _ iL— i III IIIIILJ III I II IF I,- - 111 111111 LJIILL_I_ I III f LII IF III ILILIIIL�1 III I I III III I I III Ilr T T LII Ilr nl It LSI 111 MILLI T III I I Til i V p11III IDA III pull 11111 L— _J III pllll --12• HBAG SMOOTH COW NS �e PC. sMm 2x6 CG-16•ac. 2x6 CON -16'o0. `_—_LEDGER __ (2,1 aR1O CCA —(2) aROm2010 a I II II TO BE FILLED AND I I COMPACTED WITH 4' POURED CONC. SLAB I r I W/ 6x6 WWM. I 1 I r-- I INSURE ALL DECK I FLOOR 1 JOISTS ARE ATTACHEDDTO TO 1 I GIRDER SYSTEM AS PER - I NYS. CODE. T -_ _ - J (SEE DETAIL 'L') FASCIA 20 CCA INTERIOR WA BOX (2) 20 CCA SILL & SHOE 12• SONA TUBE ON 7-O• x 2'-0• n 1'-O• CONG FTG (TP.) / �DIRECEBOM EACH © 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 hscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. iTir^b�l.iL am 07-08-04 09-12-04 06-17-05 06-21-05 CROSS SECTIONS SHEET N0: 17 of 18 R� O rn 8 j z a A V '2 �? W W A 2I PROJECT N0: 847-2004 JXiA1Ml Jrf: CMA iTir^b�l.iL am 07-08-04 09-12-04 06-17-05 06-21-05 CROSS SECTIONS SHEET N0: 17 of 18 ALL INTERIOR HEADER ARE TO BE 34"x94` ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 12" VENTED FLYRAFTER— DBL 2x6 PLATE — R-19 INSULATION - 2x6 -16' oc WALL STUDS - 4" COX WALL SHEATHING— TYVEK HOUSEWRAP- 18" RED CEDAR PERFECTION— SHINGLES w/ 5Y2' EXPOSURE 2x6 SHOE 12 3.51 6' FASCIA 16" VENTED SOFFIT— DBL 2x6 PLATE — R-19 INSULATION - 2x6 -16` oc WALL STUDS CDX WALL SHEATHING TYVEK HOUSEWRAP- 18' RED CEDAR PERFECTION— SHINGLES w/ 5)¢` EXPOSURE 2x6 SHOE - 2x6 CCA SILL PLATE w/— TERMITE SHIELD & SILL SEAL GRADE - Y2' x 12" ANCHOR BOLTS— DAMP PROOFING 6 PC FOUNDATION WALL 2x4 KEYWAY 15" x 8' PC FOOTING MINIMUM OF 48' BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. CONTINUOUS RIDGE VENT - 1-'4" x 94" LVL RIDGE —2xB-16 oc RAFTERS }" COX ROOF SHEATHING X25 YR. ARCHITECTURAL ROOF SHINGLE G---T--=�� B. ii ST T-1 LVENTED TL I SOFFIT +11 MASTER III 12 L BEDROOM* III -I 32.3125 III I I III I I III rTT1I TT711 R3. LL.LJIL-LLJII- --7 L�TIO - - - -- III rm111mIIII rn�III FMl1, I II LI-I� III FH- III rHL III I-H� II I III_I-1I _I III I_I LIVING I III 1I_I-1111 ROOM I IIII 1 1 1 1111 LH�111I-1111111-H-11111 H -111 U _41141- Ll _I III I_ 1_I 1 II 1 1 1111111 1 1 1 III 1 1 1 1 111 11 -H -11111 -H1111 -H -11111 -HL III II LLL III LLJL 111 LLJ III L LJ J II I IL--_IIL-__JIL--JIL- J1, 000000 W,lD x IIr FLOOR mms R-19 BASEMENT e P.C. SLAB ATTIC CONTINUOUS RIDGE VENT -1% x 113C LVL RIDGE -2x4 RIDGE POLE - 16" ac. - 2x6 / 2x4 STRONGBACK INSULATION III I TrIIIILT I I --+ II -+--111 LBEDROOM L 11I f ---111 1-IIII 1111 111111 I 1 -----111111 -< 3.5T"-_ iIT l li' LVLL—INSULATION - - - (2) 14C x �FF 77111-7 7-1 ASH I l li" LW LCI-1 1EANI TCI-I� LCCI�11 LCI -1-1 L- I 1j I uL1i IouL1i IL1u11Ci ii1111L1-IIJ1111�1i_i�ul I 11 JII IIKITCH�MIT III IIII I LLL — � _JAL LL _JJ R-19 INSULATION I r—�i rox-SUBROOR WIG N Ili' ELooN JOISTS — W1a K) SIID, 2x8-16 oc RAFTERS DROPPED GIRDER IrTT IIIILTT,II 4x4gj' BO% TUBEON 3-0' x 3-0' x 1'-a' + -I IUI F p I III�LBER IFF M I. 7I 1 i 1 I III III L III - -J - _r_..- _- - 10'x10'47 — t__ CONTINUOUS RIDGE VENT -1% x 113C LVL RIDGE -2x4 RIDGE POLE - 16" ac. - 2x6 / 2x4 STRONGBACK INSULATION III I TrIIIILT I I --+ II -+--111 LBEDROOM L 11I f ---111 1-IIII 1111 111111 I 1 -----111111 -< 3.5T"-_ iIT l li' LVLL—INSULATION - - - (2) 14C x �FF 77111-7 7-1 ASH I l li" LW LCI-1 1EANI TCI-I� LCCI�11 LCI -1-1 L- I 1j I uL1i IouL1i IL1u11Ci ii1111L1-IIJ1111�1i_i�ul I 11 JII IIKITCH�MIT III IIII I LLL — � _JAL LL _JJ R-19 INSULATION I r—�i rox-SUBROOR WIG N Ili' ELooN JOISTS — W1a K) SIID, 191NSULATIO DROPPED GIRDER R-19 INSULATION- 4x44" BOX TUBE 4x4gj' BO% TUBEON 3-0' x 3-0' x 1'-a' ON S-0' x 3-0' x 1'-6' CONIC. FTC CONIC. FTG (TTP.) w/ (5) S5 REBAR AK EACH DIRECTION (TOP iMATES 6 w/ (5) /5 REBAR EACH TO BE e'xe'.1,�' ANO DIRECTION (TOP PIAnS BASE PIAT" BE ro BE e'x6'4' AND ,D•x,a•xd0� BASE PLATE TO BE 1o'xm'MO 10'x10'47 — 4" P.C. SLAB CROSS SECTION C SHEATHING 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 DWELLJNGS, 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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 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 relationshlps 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, 12 3.5F 2x10-16 oc RAFTERS 4" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE m m 11 LBEDROOMijII, - - �Ir- -illl 1 I 1 �L--JII IL= _ LI� / / / (2) FLUSH Blies" LK rr T T phi �i��T1 - +-111 L JII, VILE -1 _ill 11 r T -I-LAUNDRY ROOM LT7o,1 ��11 r T L I11 II R-19 INSULATION L_L1 Y,' Cox SUBROCN G UM INLm ",lo x 11i' ROUR .IOIS15 SEM — W12x30 SEEI DROPPED ORDER R-19 INSULATIO (2) IN' x lli' LVL RUSH BEAM - BASEMENT 4" P.C. SLAB (2) 1Y4' x Ili' LW DROPPED GIRDER BM 2x4 RIDGE POLE - 16" 2x8 CCA HOUSE LEDGER - (FLSHED) - 9'x6 MGHAn4Tr DECKING 2x2 CCA LEDGEB - 12' SONO TUBE ON 2,-0,. 2'-0' x V -O' Case. p�FTG (T .) D 5 RREBAR EAC' (SEE DETAIL "L") r� T TLI I + +„ LL -111 IF 11 IIII LL LAUNDRY ROOM W40 x 11i' FLOOR 12 7.9375 ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 6" RAKE R-19 INSULATION 6" FASCIA 2xa CCA HOUSE LEDGEN (RASPED) 12' HMG SMOOTH COWMNS 9'.B MOI UGANI' DECKING (2) 2x10 CCA — GIRDED 12' SONA TUBE ON z -o' x 7-0' x V -o' CONIC. FTG (TTP.) 1 w/ (4) J5 REBM EACH DIRECTION 3lONFD15 SFN: CONTINUOUS RIDGE VENT 1�1` x 94' LVL RIDGE 2%B-16 oc RAFTERS COX ROOF SHEATHING 2x4 RIDGE POLE - 16' OC' / X25 YR. ARCHITECTURAL ROOF SHINGLE 2x6 / 2x4 STRONGBACK :2< ' R-30 INSULA71ON 7.9375VR 2x8-16 oc RAFTERS }" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 2x B-16 oc R-30 INSULATION" FASCIA —R-19 INSULATION L T T L T T` VENTED SOFFIT - -� + -1 L 1- + � -19 INSULATION L JII ` ) J JIIx6-16" oc WALL STUDS III _ - 11 I - - III " COX WALL SHEATHING [111- -YVEK HOUSEWRAP 7� 111E JII IIL L B' RED CEDAR PERFECTION vIli- _ _ 11 IL—j1� SHINGLES w/ 5)¢" EXPOSUREi,1�/-(R-19 INSULATION�. SCO%91---- �cwm a NAILED ZIMM 940 x I$ RODN MS15 R-30 INSULATION 6" FASCIA (ill O ------- (2)1%"x111"LYE u Q� DROPPED GIRDER 1�1 O W3W LLIIII T 1111 IIII uz 111- VIII 1 1 11111- 111 111L VIII I I ill- III I III 11111 I III, IIII [� O If 11111 1 1 (IIII LII 1 zz 0 IIII-LIIII, ,411111-IIII �3� IL -11111 L --111111L -Ill 1 O a IIII L I r 1 1111 r III —1r HBaG suaoTH oowuus E+ 9'x6 MpMGANr DECKING IL 11111LJLJIIIIL.IIIl L _111 _ _ = 9L L (2) WO CCA 7x6 -1 m Moot 12' SONA TUBE GN 2'-0' x 7-0' x t' -V FU ACONIC. FTC (1YP.) w/ (4)D5REBDM EACH CROSS SECTION D CONTINUOUS RIDGE VENT - 0'47 x 94' LVL RIDGE 2x8-16 oc RAFTERS 4" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE -R-19�� INSULATION r T T �I Ir T / L++-III1L++ III I I IIF1IJIIIL11JII —R-13 / / I I `c 7i Ir I , INSULATION / I BEDROOM I _- -IL_ =_JI R-19 INSULATION _ _ (-RUSH I - % COX SUBF1.GOR - - CWED d NAMED N,lo x 11i' n.oaR JoIsrs �� LLLIr 111111 T 1111E-1111 111 11111 I 111111 1111 I - IIII I --.11 �1III (0YE 11111 II IIII VIII I Igllll, III LIIII L- LL1 III ]Ili 111 IIrIiiii rIrr IIIIrIIII iLJIIII LILT IIIILJIIII Moo x 1$" FLodt JasTs GC0000 6" FASCIA 191NSULATIO R -191N5 L_r SrrFTT II ++-II IL -L- IIL++-I 1 1- _I IL1_1_jilI j BEDROOM j I -J�1I L- - JIB 2x8 CCA HOUSE LEDGER - (FLSHED) - 9'x6 MGHAn4Tr DECKING 2x2 CCA LEDGEB - 12' SONO TUBE ON 2,-0,. 2'-0' x V -O' Case. p�FTG (T .) D 5 RREBAR EAC' (SEE DETAIL "L") r� T TLI I + +„ LL -111 IF 11 IIII LL LAUNDRY ROOM W40 x 11i' FLOOR 12 7.9375 ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 6" RAKE R-19 INSULATION 6" FASCIA 2xa CCA HOUSE LEDGEN (RASPED) 12' HMG SMOOTH COWMNS 9'.B MOI UGANI' DECKING (2) 2x10 CCA — GIRDED 12' SONA TUBE ON z -o' x 7-0' x V -o' CONIC. FTG (TTP.) 1 w/ (4) J5 REBM EACH DIRECTION 3lONFD15 SFN: CONTINUOUS RIDGE VENT 1�1` x 94' LVL RIDGE 2%B-16 oc RAFTERS COX ROOF SHEATHING 2x4 RIDGE POLE - 16' OC' / X25 YR. ARCHITECTURAL ROOF SHINGLE 2x6 / 2x4 STRONGBACK :2< ' R-30 INSULA71ON 7.9375VR 2x8-16 oc RAFTERS }" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 2x B-16 oc R-30 INSULATION" FASCIA —R-19 INSULATION L T T L T T` VENTED SOFFIT - -� + -1 L 1- + � -19 INSULATION L JII ` ) J JIIx6-16" oc WALL STUDS III _ - 11 I - - III " COX WALL SHEATHING [111- -YVEK HOUSEWRAP 7� 111E JII IIL L B' RED CEDAR PERFECTION vIli- _ _ 11 IL—j1� SHINGLES w/ 5)¢" EXPOSUREi,1�/-(R-19 INSULATION�. SCO%91---- �cwm a NAILED ZIMM 940 x I$ RODN MS15 R-30 INSULATION 6" FASCIA (ill O ------- (2)1%"x111"LYE u Q� DROPPED GIRDER 1�1 O W3W LLIIII T 1111 IIII uz 111- VIII 1 1 11111- 111 111L VIII I I ill- III I III 11111 I III, IIII [� O If 11111 1 1 (IIII LII 1 zz 0 IIII-LIIII, ,411111-IIII �3� IL -11111 L --111111L -Ill 1 O a IIII L I r 1 1111 r III —1r HBaG suaoTH oowuus E+ 9'x6 MpMGANr DECKING IL 11111LJLJIIIIL.IIIl L _111 _ _ = 9L L (2) WO CCA 7x6 -1 m Moot 12' SONA TUBE GN 2'-0' x 7-0' x t' -V FU ACONIC. FTC (1YP.) w/ (4)D5REBDM EACH CROSS SECTION D CONTINUOUS RIDGE VENT - 0'47 x 94' LVL RIDGE 2x8-16 oc RAFTERS 4" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE -R-19�� INSULATION r T T �I Ir T / L++-III1L++ III I I IIF1IJIIIL11JII —R-13 / / I I `c 7i Ir I , INSULATION / I BEDROOM I _- -IL_ =_JI R-19 INSULATION _ _ (-RUSH I - % COX SUBF1.GOR - - CWED d NAMED N,lo x 11i' n.oaR JoIsrs �� LLLIr 111111 T 1111E-1111 111 11111 I 111111 1111 I - IIII I --.11 �1III (0YE 11111 II IIII VIII I Igllll, III LIIII L- LL1 III ]Ili 111 IIrIiiii rIrr IIIIrIIII iLJIIII LILT IIIILJIIII Moo x 1$" FLodt JasTs GC0000 CROSS SECTION E 6" FASCIA III- IFF FTJ11 IIF T T]III _I= � -�- SII 1� i 1 II III III III L=z_-1J III LAUNDRY ROOM 6" FASCIA FjI T i 1_1 II-�-+_IIII 114 + IIII INSULATION Ill DEN III I ,Ill 1111 ILL 1w1U x Ili' F1ADR JOSTS W12x4D STEEL DROPPED GIRDE R- 19 INSL BASEMENT 4' P.C. SLAB R-30 INSULATION 2xB-16 oc RAFTERS 4` COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 6' FASCIA 12" VENTED FLYRAFTER R-19 INSULATION 2x6-16" oc WALL STUDS 4' CDX WALL SHEATHING TYVEK HOUSEWRAP 18' RED CEDAR PERFECTION SHINGLES W/ 5V EXPOSURE 6" FASCIA R-19 INSULATION 2x6-16' ac WALL STUDS COX WALL SHEATHING TYVEK HOUSEWRAP 18' RED CEDAR PERFECTION SHINGLES w/ 5X2" EXPOSURE ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 5)'x9}" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. (0 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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. n U W1v30 SIEEL so' GIRDED 191NSULATIO R -191N5 BASEMENT 4.4a" BOX TUBE 14 ON S-0' x S -o' x V -e' CONC. Fro (rrP.) w/ (5) /5 REBAR EACH z c? DIRECTION (TOP PLATES �, �4i To BE a'x6'ANI _ BASE PLATE 0 BE 1o'xm'MO 4' P.C. SLAB CROSS SECTION E 6" FASCIA III- IFF FTJ11 IIF T T]III _I= � -�- SII 1� i 1 II III III III L=z_-1J III LAUNDRY ROOM 6" FASCIA FjI T i 1_1 II-�-+_IIII 114 + IIII INSULATION Ill DEN III I ,Ill 1111 ILL 1w1U x Ili' F1ADR JOSTS W12x4D STEEL DROPPED GIRDE R- 19 INSL BASEMENT 4' P.C. SLAB R-30 INSULATION 2xB-16 oc RAFTERS 4` COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 6' FASCIA 12" VENTED FLYRAFTER R-19 INSULATION 2x6-16" oc WALL STUDS 4' CDX WALL SHEATHING TYVEK HOUSEWRAP 18' RED CEDAR PERFECTION SHINGLES W/ 5V EXPOSURE 6" FASCIA R-19 INSULATION 2x6-16' ac WALL STUDS COX WALL SHEATHING TYVEK HOUSEWRAP 18' RED CEDAR PERFECTION SHINGLES w/ 5X2" EXPOSURE ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 5)'x9}" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. (0 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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. n U a g91 N Igg I a a z c? 5 MR �, �4i E N CMA arrxm Irn 1/4"= l'-0" DAM. 07-06-04 09-12-04 06-17-05 06-21-05 CROSS SECTIONS SHEET N0: 18 of 18 NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. 105M _93i _06 0. 1R OO CONIC. 2'-W SONA TUBE PIER QR•' ON 2-0'x BELOW 1'-0' FTG. (MIN. T -O' BELOW TMNALURB MADE) TO BEAR ON UNDISTURBED CAD SOIL Q- G (INSURE SOIL BEARING) #4 VERT y��,�, / EACH COLUMN TO HAYS (o H VERTICAL R®AR U]OPEO AT TOP OF PIER ,10, CONTINUOUS BE flHOOKER IN O / LOOP CONCRETE PIER AND ATTACHER TO UNDER FOR CONTINUOUS BE ERs (USE APPR SEE SIMPSON HANCEftS SEE oLTAy wl OI al & Wi IV i 2nD—I6' oc PROVIDE DBL. FLOOR JOISTS BENEATH ALL a F---CCAwl v I PARALLEL WALLS UNLESS ZI OTHERWISE NOTED. JI Fr I w� I m 6 BEAM ¢I POCKET Y 10' DIA GONG FlLLED SOU TUBE PIER pl O ON 2-0'x 7 -DN f' -O' FTG. (MIN. T-0' BELOW TFINALURB GRADE) w " m TO BEM ON UNDISTURBED BOL U r W (INSURE BOL BEARING CAPACITY) 4WINB wl Iv <U EACH R COLUMN TO HAYS (1) S4 R WITH Z 6D w ROAR LOOPED AT TOP F PIER WITH �I m Q CONTINUOUS 1/2- RE ROD HOOKER E y= LOOP IN CONCRETEFCO PIER MO ATTACHER TO ORDER FOR CONTINUOUS TE DOWN p w (USE APPROVED SIMPSON HANGERS m> SEE DETA.) O ¢ 0 va ml g NSI ¢I ALL FOOTINGS ARE TO wl 2 i 1e' BE MIN. OF 3'-D" BELOW FINAL GRADE oI Ir AS PER NYS. CODE.wl BEAM POCKETS 7" ° _ -_ el STEP FOOTINGS AS BEAM I REQUIRED BY NYS. T —_CIlQE.___UNE OF 2" RIGID INSULATION I / CRAWL SPACE E I TO BE FILLED AND COMPACTED WITH 4" � POURED CONIC. SLAB l W/ 6x6 WWM. LINE OF 2" RIGID INSULATION REQUIRED TBY NYS. lllsss \ CODE._ NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. IT OA CONC. FOLDED SOMA TUBE PIER ON 2-0'x 2'-0'x 1'-0' FTG. (MIN. T-0' BELOW FINAL GRADE) TO BEM ON UNDISTURBED 5011. (INSURE SOL SEARING CAPACITY) EACH COLUMN TO HAYS (1) /4 VERTICAL REBM LOOPED AT TOP OF PIER WITH CONTINUOUS 1/7 BE ROD HOOKED IN LOOP IN CONCRETE PIER AND ATTACHED TO ORDER FOR CONTINUOUS BE DOWN (USE APPROVED SIMPSON HANGERS SEE DUAL) PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. —6'-616 � e U~I C 10' DIA CONIC. III IFIN SONA TUBE PIER ON 2-0'v V-01 1'-0' FTO (MIN. 3-0' BELOW RNA,_ GRADE) TO BEAR ON UNDISTURBED SOIL (INSURE SOIL BEARING CAPACITY) EACH COLUMN TO HAVE (1) /4 VERTICAL REBAR LOOPED AT TOP OF PIER WITH CONTINUOUS 1/7 BE ROD HOOKED IN LOOP IN CMCRETE PIER AND ATTACHED TO GIRDER FOR CONTINUOUS BE DOWN TUBE APPROVED SIMPSON HANGERS BEE META 2 N L2 o i O 4 D � ro ape I F- i� v p IN L%247-9004 BEAM II E as -1B' L JN 4" — fj'e POCKET] 7 3-1�B' x_) O TO MIX IN I r W CO w� I 2 m V? I.0mow o. zI m 0' NI0 0 N wi N FURNACE AREA 0 w l I OF o w s OTHERWISE NOTED. O IN SFE 5/E' x O I0w O w FIRE RATED 0 O J ¢ D: J >J SHEET ROCK U a I U a u ABOVE FURNACE 4 J < . VERIFY ALL DIMENSIONS V INAND AS PER. N YS COOLEMANCE I INSURE ALL FIRE BREAKS I M5. CSTA AS PER x ODE x x x 4x4j' BOX TUBE O 0ON " T-0'OUCx J -O' x J x , C. Fm (TVP.).) — W/ (s) R®AR EACH DIRECTION (1PLA - OE1-J BASE LATTe00'j-) v 4'-7Y4" '-11114' 17' - W12x10 SIFF13 BENZ - F _ r _ w1: L_ J tJ OwLINNEEE N F � 0 N 0 WIASTE 0 N y 0 O O O m Ow 1 m m m j O O O' O N J a ro 0 0 J w J 4 m w o LL 14'-7Y4 w -lox.Lw 17'-2Y4— 1 I ie ire J U o r> a o I J 3 x x xx w a L J " I x x Nr N IS 0p SN O 6 ' m WASTE LINE IT DIA CONC. I'LLED SOMA TUBE PIER ON 2-0'x 2'-0'x P-0' FTG. (MIN. T -T BELOW NNAL MADE) TO BEM ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH COLUMN TO HAYS (1) /4 VTATICAL ROAR LOOPED AT TOP OF PIER WITH CONTINUOUS / 7 BE ROU HOOKED IN LOOP IN CON ERE PIER AND ATTACHED TO ORDER FOR CONTINUOUS BE DOWN (USE APPROVED SIMPSON FMNGOS sm DETAIL) PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. m � e U~I m J O 2 N L2 o i O 4 D � ro ape wl2 STEEL BEAM - i� W1 p IN L%247-9004 BEAM II E as -1B' L JN `a — fj'e POCKET] 7 A O I0 IN I r W CO PROVIDE DBL. FLOOR 2 m I.0mow o. m K O NI0 0 N N 0 w OTHERWISE NOTED. x I I0w O o 0 O J J >J 4 4 J V x x x x x x IT DIA CONC. I'LLED SOMA TUBE PIER ON 2-0'x 2'-0'x P-0' FTG. (MIN. T -T BELOW NNAL MADE) TO BEM ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH COLUMN TO HAYS (1) /4 VTATICAL ROAR LOOPED AT TOP OF PIER WITH CONTINUOUS / 7 BE ROU HOOKED IN LOOP IN CON ERE PIER AND ATTACHED TO ORDER FOR CONTINUOUS BE DOWN (USE APPROVED SIMPSON FMNGOS sm DETAIL) PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. m � e U~I m J O 2 N L2 o i O 4 D � ro ape U U40 DOOR ) p IN I' I "I (BEAM POCKET II �I II I "I R -�4 FOUNMMON J I n6 5_ SHOWER _ ape U U40 DOOR ) p IN L%247-9004 BEAM II E as -1B' `a — fj'e POCKET] 7 A ¢ zF mylm- I PROVIDE DBL. FLOOR I.0mow JOISTS BENEATH ALL momaz PARALLEL WALLS UNLESS OTHERWISE NOTED. LINE OF Zxb UGA HUU]E BEAM N - o WITH APPROVED HANGERS w w ONO 1. _ o n3 ZVI 6 b IKu (2) 200 CCA ORDER LINE OF DECK ABOVE PROVIDE STAIRS AS PER fI 6C �� NY. STATE CODE. 01.-4'-"I-e'-10"'-fi X10 9._B. OEXISTING FOUNDATION ® FOUNDATION TO BE REMOVED ti•`�7:'_�A: "=•+ti9 NEW FOUNDATION WALLS 4BOVVL E PROVIDE STAIRS AS PER NY. STATE CODE. " I IT DIA CONIC FILLED SOMA TUBE PIER ON 2-0'v 2'-0'x V-0' ETC. (MIN. T -W BELOW FINAL MADE) I TO BEAR ON UNDISTURBED SOL (INSURE SOIL BEARING CAPACITY) _ EACH COLUMN TO NAYS ( VERTICAL O PI — RERAR LOOPED TOP OF HER \SRTH CONTINUOUS TTIE ROD HATRED IN )OOP CONCRETE PIER AND ATTACHED TO UNDER FOR CONTINUOUS BE DOWN _8 (USE APPROVED DIAPASON HANGERS BEE DEINU D A NOTE: CHANGING OF FLOOR SYSTEM FROM WI40 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 43" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END DR SIDE OF HOUSE J'A DECKING NO -1E' a CCA ATTACHED TO GIRDER USING APPRWED STRIPS OR ANCHOR PUBES. E— (2) 2 B CCA GIRDER MOTE CINDER IS TO BE ATTALYIED TO Eve WITH APPROVED STRAP OR ANCHOR PLATE) E-- ERE OCC POST MADE APPROVED SIMPSON EVE POST ANCHOR 12" DIA CONC. FILLED SONA TUBE PIER ON 2-0'x 2'-0'v V-0' F'RG (MIN. V-0' BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOL (INSURE SOL BEARING CAPACITY) EACH COLUMN TO HAYS (1) /4 VERTICAL ROM LOOPED AT TOP OF PIER WITH CONTINUOUS 1/2' TE ROD HOOKED IN LOOP IN CONCRETE PIER AND ATTACHED TO ORDER FOR CONTINUOUS BE DOWN (USE APPROVED SIMPSON HANGERS SER PETAL) ALL ANCHOR BOLTS ARE TO BE INSTALLLD TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STAT'-, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ©Copyright 2005, East End Design Associates, LLC. All floor plans and elevations are protected Ruder 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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such m Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. OWN W 1/4"= 1'-0" MTD 07-08-04 09-12-04 06-17-05 06-21-05 FOUNDATION ADDITION PLAN Sam MD: 13 of 18 a n6 5_ ape U ) p IN L%247-9004 � E fj'e O 7 OWN W 1/4"= 1'-0" MTD 07-08-04 09-12-04 06-17-05 06-21-05 FOUNDATION ADDITION PLAN Sam MD: 13 of 18 Xs 1X2' 1'-11 I NOTE: CHANGING OF FLOOR SYSTEM FROM ALL INTERIOR HEADER ARE WAO SERIES TO ANY OTHER TO BE 31-x9k" ANTHONY FLOOR SYSTEM OR SIZE WILL POWER BEAMS OR EQUAL REQUIRE ENGINEERS APPROVAL AND UNLESS OTHERWISE NOTED WRITTEN PERMISSION. ALL EXTERIOR HEADER ARE TO BE 51"x9}" ANTHONY POWER BEAMS OR EQUAL .� UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. r HBRG SMOOmI COLUMNS !2 L I 12' HBkG SMOOTH CAWMNS — WINDOWS SE1 ye, 0 81-01 AFF. 12•-6" WINDOWS SET ff7 G` O 8"-0 AFF. �•-B•} 12' 1-111114 SM00n1 COLUMNS pEnEN ANDERSEN AIDER �Q-OHT3810 DN15610 UH15e Q ----------MLM-m---- uuul"o---- — MZtUR ANDERSEN 5' ANDERSEN 5' ANDER Qy GQeV' // MM52 SM SM 2 1 L x 11 LVL GIRDER FrP / UNO%m E OF BGIRD?-R 0.30 / / 3 1 a 91NLW FLUSH B MERED CUT PER 311-7" U / + v (KATY DIM on) U Hou Bi (�F1wsLW o C G 12' HnG SMOOTH COLUMNS — I I I I I I I I I — INDERSEN M21062 MuUFD TO 31 MULLED 1 ANDERSEN SM ANDERSE I 1°II DINING ROOM x 3 ALL INTERIOR HEADER ARE NOTE: CHANGING OF FLOOR SYSTEM FROM TO BE 3•x9}" ANTHONY W140 SERIES TO ANY OTHER POWER BEAMS OR EQUAL FLOOR SYSTEM OR SIZE WILL UNLESS OTHERWISE NOTED REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. ALL EXTERIOR HEADER ARE 121 HMG SMOGIH COLUMNS 1L-1 TO 51•x9}" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL A PARALLEL WALLS UNLESS OTHERWISE NOTED. ,�..Y 5! I DIMENS ONS) �� o 0 ----arn.®-To-- O imla/ 1i'x 9}7V-1e'«FOd \ � T TW3052 m mlo (VEANFY DIMDIMENSONS) x I ro I 6�� I �z 3 g? 11)7K - 161 « FLOOR Joists ANDERSEN ANUERSE 1' DHr2410 DHR41( Z MuUFD TO 31 MULLED 1 ANDERSEN SM ANDERSE I 1°II DINING ROOM x 3 ALL INTERIOR HEADER ARE NOTE: CHANGING OF FLOOR SYSTEM FROM TO BE 3•x9}" ANTHONY W140 SERIES TO ANY OTHER POWER BEAMS OR EQUAL FLOOR SYSTEM OR SIZE WILL UNLESS OTHERWISE NOTED REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. ALL EXTERIOR HEADER ARE 121 HMG SMOGIH COLUMNS 1L-1 TO 51•x9}" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL A PARALLEL WALLS UNLESS OTHERWISE NOTED. VERANDA 5%h oN -5--- Y t 5'-4141-6'- I o€ I� �< I N J s (3) ,�4 x 11a' LVL FLUSH BEAM W/(2) a' STI.. FLrrCH PLATE — olo ea�„ary (2) 1%' x , 401x 11 Z" - 16" oc FLOOR JOISTS _� 1 II,/FLUSH BI Iw � — 11� a -1 I I o KITCHEN I I v 1M1 m m''�4 fM m Ln m 0 In In 3•.i� " 0 4 0 1 N� ANDERSEN 5! w 0 OHT3810 o 0 ----arn.®-To-- O 5' MDESEN I � SM TW3052 w� I I x I ro I 6�� I 1O'W T 1 3 g? 11)7K - 161 « FLOOR Joists b x Z al 4 ox I I VERANDA 5%h oN -5--- Y t 5'-4141-6'- I o€ I� �< I N J s (3) ,�4 x 11a' LVL FLUSH BEAM W/(2) a' STI.. FLrrCH PLATE — olo ea�„ary (2) 1%' x , 401x 11 Z" - 16" oc FLOOR JOISTS _� 1 II,/FLUSH BI Iw � — 11� a -1 I I o KITCHEN I I v 1M1 m m''�4 fM m Ln m 0 In In 3•.i� " 0 4 0 1 N� 5 5! w 0 g �y o 0 N O O I � 0 up w� x 1 x I ro F� � Og 1O'W T 1 3 g? 11)7K - 161 « FLOOR Joists b x Z IR 4 ox > ,I v A. 4 J x N _ — i012.32 — SM TW2.32 L x JJE'IVERIFY MRIP HEAR HUGHT AND VERANDA 5%h oN -5--- Y t 5'-4141-6'- I o€ I� �< I N J s (3) ,�4 x 11a' LVL FLUSH BEAM W/(2) a' STI.. FLrrCH PLATE — olo ea�„ary (2) 1%' x , 401x 11 Z" - 16" oc FLOOR JOISTS _� 1 II,/FLUSH BI Iw � — 11� a -1 I I o KITCHEN I I v 1M1 m m''�4 fM m Ln m 0 In In 3•.i� " 0 4 0 1 N� 5 5! w g �y B 0 m m 0 0 O 0 w� x 1 x I '� F� � Og 1O'W T 1 3 g? 11)7K - 161 « FLOOR Joists x x (VERIFY MUMSIMS) IR 4 a ,I v A. ANDERSEN 31 ANDERSEN _ — i012.32 — SM TW2.32 L x /! - -� III , illi j1 -Z IT 11 FWSH BEAM- ' k .o SUNROOM %C r OF _ O • , O •. T • •• . 1 na BOXED�019 r� W140 SERIES TO ANY OTHER FLOOROR SIZE WILL REQUIRE ENGINEERS APPROVAL AND 1PERMISSION. 1 -rot' �-f3'4 T1+1 10'-10X8"— FIRST FLOOR PLAN EW PROVIDE STAIRS AS PER W. STATE CODE. ALL INTERIOR HEADER ARE TO BE 3"x974" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x9}" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. NOTE: CHANGING OF FLOOR SYSTEM JFROMW140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL A WRITTEN PERMISSION- 12' HBkG SMOOTH COWMNS 12' Hno SMOOTH COWMNS I � VERANDA I I I I I I ANDERSEN Tw3•sz 12 &Wy g �y m m 0 0 O 0 o M 0 a qq F� � Og 1O'W T 1 g? 11)7K - 161 « FLOOR Joists Y ro TMERm Our r PER FOOT (VERIFY MUMSIMS) „ x 847-2004 �x 3 ANDERSEN 31 ANDERSEN _ — i012.32 — SM TW2.32 L JJE'IVERIFY MRIP HEAR HUGHT AND DO PRE-FAIII111 MR CONFORMAND TO NYS. CODE. il yi. DE ... .i%iiirrrri rrnrrr� / l SCI;AND CL-EARANCE AS PER. dyiAS PER Irrs. comPROODE ARE BREAKSV, PER Mrs. CODE /! - -� III , illi j1 -Z IT 11 FWSH BEAM- ' k .o SUNROOM %C r OF _ O • , O •. T • •• . 1 na BOXED�019 r� W140 SERIES TO ANY OTHER FLOOROR SIZE WILL REQUIRE ENGINEERS APPROVAL AND 1PERMISSION. 1 -rot' �-f3'4 T1+1 10'-10X8"— FIRST FLOOR PLAN EW PROVIDE STAIRS AS PER W. STATE CODE. ALL INTERIOR HEADER ARE TO BE 3"x974" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x9}" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. NOTE: CHANGING OF FLOOR SYSTEM JFROMW140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL A WRITTEN PERMISSION- 12' HBkG SMOOTH COWMNS 12' Hno SMOOTH COWMNS I � VERANDA I I I I I I ANDERSEN Tw3•sz FIRST FLOOR COVERED PORCH FRAMING DETAIL FOR BALCONY ABOVE / 12' "MG SMOUIH COWMNS � 2L1 �RD 11 , q �' UNE OF BOXER dROER / + J 0 / `11 IxNF PITCHED m 0 O 12' HBkG SMO0111 COLUMNS PITCH aS wu Fl 4 OOR Ix (PROVIDE FWRAINGS I o 1D 0- Mee ssrEM) _ �• Ia RmF Pnrwm Y ro I �olOx RUBBER MEMBRANE MPUED x x �-� • rc Im OVER OVER NJ I"o (1) LAYERs OF Ie PLY x Y (1) txna OF 11" CDM PLW000 IN P a °' AINDERSQI 31 ANDERSEN F T— U 1W2A32 SM 12' HB SMOOTH COWMNS VERANDA I I I I 1 1 1 BALCONY FLOOR PLAN DETAIL . L 1j"06" LVL BEAM :16" STL. FLITCH PLATE GALV. CARRIAGE BOLTS / WASHERS AND NUTS L-1/2-1 1B _.8. 0 0 0 0 0 ° o ° o 0 0 0 0 0 ° ° 0 0 BEAM DETAIL (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 build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such m Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 12 &Wy g �y m m 0 0 O 0 o M 0 a qq F� � Og 1O'W T 1 g? 11)7K - 161 « FLOOR Joists Y ro TMERm Our r PER FOOT (VERIFY MUMSIMS) „ x 847-2004 �x 3 ANDERSEN 31 ANDERSEN _ — i012.32 — SM TW2.32 L FIRST FLOOR COVERED PORCH FRAMING DETAIL FOR BALCONY ABOVE / 12' "MG SMOUIH COWMNS � 2L1 �RD 11 , q �' UNE OF BOXER dROER / + J 0 / `11 IxNF PITCHED m 0 O 12' HBkG SMO0111 COLUMNS PITCH aS wu Fl 4 OOR Ix (PROVIDE FWRAINGS I o 1D 0- Mee ssrEM) _ �• Ia RmF Pnrwm Y ro I �olOx RUBBER MEMBRANE MPUED x x �-� • rc Im OVER OVER NJ I"o (1) LAYERs OF Ie PLY x Y (1) txna OF 11" CDM PLW000 IN P a °' AINDERSQI 31 ANDERSEN F T— U 1W2A32 SM 12' HB SMOOTH COWMNS VERANDA I I I I 1 1 1 BALCONY FLOOR PLAN DETAIL . L 1j"06" LVL BEAM :16" STL. FLITCH PLATE GALV. CARRIAGE BOLTS / WASHERS AND NUTS L-1/2-1 1B _.8. 0 0 0 0 0 ° o ° o 0 0 0 0 0 ° ° 0 0 BEAM DETAIL (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 build only one structure from these plans is liscensed exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such m Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 1/4"= 1'-0" DA. 07-08-04 09-12-04 06-17-05 06-21-05 511FET TIDE: FIRST FLOOR PLAN WEET Nd 14 of 18 &Wy g �y O a qq F� � Og WwA g? F Qcr NO. 847-2004 1/4"= 1'-0" DA. 07-08-04 09-12-04 06-17-05 06-21-05 511FET TIDE: FIRST FLOOR PLAN WEET Nd 14 of 18 I I I I I I I F'> --------------------------- I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - I L09 EXISTING HOUSE PLAN OVERLAYED ON NEW FIRST FLOOR i,//,,,,,MMEd, re INSURE I PLUMBING V ANE ON THE RACK OF HOUSE Nis 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. ©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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, miles, and requirements with such agencies prior to construction. F U O q0 WWA I'..'dltX - i ZA�P srxe Mae 07-08-04 09-12-04 06-17-05 06-21-05 BHEU 11RE EXISTING CONDITIONS OVERLAY PLAN/ PLUMBING SCHEMATIC/ WINDOW & DOOR SCHEDULE SHOT NO 15 of 18 WINDOW AND DOOR SCHEDULE WINDOW MEETS OR EXCEEDS NYS CODE FOR EGRESS LINE # WINDOW OR UNIT DOOR NO. MANUFACTURE CLEAR OPG. SQ/FT. CLEAR OPENING IN FULL OPEN POSITION CRACK OPENING VENT WIDTH HEIGHT GLASS VENT SASH ONLY SQ/FT. INCHES INCHES SQ/Ff. LINEAL FT. TOP OF SUBFLOOR TO TOP OF INSIDE SILL STOP INCHES OVERALL UNIT AREA SQ/FT. NO 1 ANDERSEN TW2432 2.92 254" 164, 5.09 13' 1" 2.94 4W 7.59 NO 2 ANDERSEN TW91037 3.59 31 1 14' 7" 4 "10.11 NO 3 ANDERSEN IW?in49 A Q9 1 2 16' 7` 32 " 13.08 NO 4 ANDERSEN TW21049 5.36 31 " 2 964 17' 3` 5.39 2E9- 14-07 YES 5 ANDERSEN IW91052 6.25 31 " 2 18' 7` 6.28 2W 16-04 NO 6 ANDERSEN TW30310 4.762 8.59 16_5• 36P 12-76 YES 7 ANDERSEN TW3052 6.64 3 2 1g'-1" 2 "16-95 YES 8 ANDERSEN EW3852 8.21 41,5 2 21'-1" 8.252 " YES 9 ANDERSEN TW21062 7.58 31,5 3 420'-7" 7.60 19.01 YES 10 ANDERSEN TW2462 6.15 25.5 3 +IG84 19'-1" 6-17 15.81 NO 11 ANDERSEN 31,5 22Y4" 16'-7` 4.9532 `13.08 NO 12 ANDERSEN TW18410 3.26 17.5 2W4' 14'-5" 3.272 `9-14 YES 13 ANDERSEN IW30410 6.17 33TA 26va 2 "1590 NO 14 ANDERSEN DHT3810 NA NA N 1.8 NA NA NA 3-A NO 15 ANDERSEN HT5610 N NO 16 ANDERSEN DHT2410 NA NA NA 1 L6 NA NA NA 2-47 NO 17 ANDERSEN NO 18 ANDERSEN a 55 12'-4" 4,20 241-fe 7.1 NO 19 ANDERSEN CTN30 NA NA NA 2-8 NA NA NA 3.5 NO 20 ANDERSEN OVL2030 NA NA NA 1.8 NA NA M. 3-25 NO 21 ANDERSEN 19 " '- 6 4.0 YES 22 ANDERSEN FWH29611 14.55 2613111, 7 NA NA YES 23 ANDERSEN 32 7 NA NA 20.64 YES 24 ANDERSEN 30 n 91Y" 13.72 NA NA23-96 YES 25 ANDERSEN 56 " 91 NA NA93.51 YES 26 ANDERSEN 2 " 7 " NA NA40-76 YES 27 35 95 " n 0 1 NA 1 23.21 1 NA 26.54 INSURE I PLUMBING V ANE ON THE RACK OF HOUSE Nis 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. ©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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, miles, and requirements with such agencies prior to construction. F U O q0 WWA I'..'dltX - i ZA�P srxe Mae 07-08-04 09-12-04 06-17-05 06-21-05 BHEU 11RE EXISTING CONDITIONS OVERLAY PLAN/ PLUMBING SCHEMATIC/ WINDOW & DOOR SCHEDULE SHOT NO 15 of 18 ALL INTERIOR HEADER ARE TO BE 34"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED NOTE: CHANGING OF FLOOR SYSTEM FROM ALL EXTERIOR HEADER ARE WI40 SERIES TO ANY OTHER TO BE 54'x94' ANTHONY FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS POWER BEAMS OR EQUAL APPROVAL AND WRITTEN PERMUNLESS OTHERWISE NOTED ISSION. in T— I F ALL INTERIOR HEADER ARE TO BE 34'x93" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED F 21 1-6 1-2--1 9'-6' 3 2 –ON' 2.-11 .{--3,–I%"–T3,-1 M DEnSEn M30 muLL m NOTE: CHANGING OF FLOOR SYSTEM FROM ALL EXTERIOR HEADER ARE W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL TO BE 54"x94' ANTHONY REQUIRE ENGINEERS APPROVAL ANO POWER BEAMS OR EQUAL WRITTEN PERMISSION. UNLESS OTHERWISE NOTED NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED wmorns SE PRIOR TO CONSTRUCTION 106-10 MF. .EN SECOND FLOOR PLAN _1y2- W --o– Se O a•-10' MF. ALL INTERIOR HEADER ARE TO BE 34'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE ING OF !TOOR SYSTEM SERIES 10 ANY UNLESS OTHERWIO BE 54"x9j' SE EQUAL NOTED I NOEQTHONY UIRE ESYSTEM OR NGINEERS APPROVAL PPR HALL AND FROM NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED PRIOR TO CONSTRUCTION NOTE: VERIFY WITH OWNER THE DESIGN TO BE USED PRIOR TO CONSTRUCTION NOTE: CHANGING OF FLOOR SYSTEM FROM W140 SERIES TO ANY OTHER FLOOR SYSTEM OR SIZE WILL REQUIRE ENGINEERS APPROVAL AND WRITTEN PERMISSION. ALTERNATE MASTER BATH PLAN 1 ALTERNATE MASTER BATH PLAN 2 III F a � FLOOR ©Copyright 2005, Eae[ End Design Associates, LLC. �r9 0 1 Federal Copyright Law. )cg °u 5 z� � 3 a WWA e�, PW ECT so W.. :5-1. 1/4••= 1'-0" Dire: 07-08-04 09-12-04 06-17-05 06-21-05 VVgs11LT� SECOND FLOOR ©Copyright 2005, Eae[ End Design Associates, LLC. PLAN 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 SaEEr �: East End Design Associates, LLC. The right to build only one structure from these plans is ivlyese to the buyer. sed a of Acceptance Acceptance of [hese drawings does not authorize the right to build 16 j} - O 18 without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ALL INTERIOR HEADER ARE TO BE 3}"x9}' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 64"x9k' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. CLOSET SIMPSON STRONG -TIE H7 III �4x ATTACHED TO FLOOR JOISTS CONTINUOUS RIDGE VENT -13'4" x 11W LVL RIDGE 30 2x4 RIDGE POLE - 16" o 2x6 / 2x4 STRONGBACK �r�TT�JJ r�TT�I II d -+-I i-++A"I I1L1L-1 LLL -A 12 lTI IFF J111 111l STAIRWELL 1111 32.3125 L = _J �I_i R-30 12 _- INSULATION ---3.5t1_ -== I IFI r l = — III III �I� I II ILLILII II �� LAUNDRY ROOM tt-R-34 - I I INSULATIO-N 71 CONTINUOUS RIDGE VENT 137 x 11%7 LVL RIDGE z7v/ ' R -30I IATTIC INSULATION MASTER BATHROOM IIII JIII � L- =J —R-13 U INSULATION 2x10-16 oc RAFTERS )" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 2x8-16 oc RAFTERS }' COX ROOF SHEATHING Rg_=25 YR. ARCHITECTURAL ROOF SHINGLE 17 FIBERGLASS HB&G 1 (2) 11; x 1li Ll1 / �W4o x 1$' RaOR JOISTS COLUMN OR EQUAL J L (5) 1Y v BEAM r- s 2.a - 16' a. Fl% -H BEAM f - _ _ (3) 1%' x 11A' LW J F- 1� (3) ii" x Ili' LA RUSH BEAM STAIRS S r T T -I USH BEAM PROVIDE CONTINUOUS f" SRWR 3 r .I IIII++JII LIVING ROOM LIVING ROOF, SID S Y STRONG -TIE f ROD SYSTEM FROM ILL 1 JII CONCRETE PIER THROUGH IIT FIBERGLASS COLUMN TO DEN I III III THE TOP OF GIRDER f NO CG HOUSE LEDGER IIII CHIMNEY SIMPSON STRONG -TIE H7 (NSBFD) ---- �OL=_JJI� 3" WASHER AND NUT 12' HB" SNDDIH COEMMNS --- CCA GIRDER J'x6 MOHAGMIY DECKING — 3:' CD% SUBR.iuR -GLUED NAILED 3i COX SLBRDOR pLEO & NAILED 17 CONC. WALL (2) NIO CIA 2x6 CG -16 «. = = =— — — — — -- -- = — 1N4O x 11i' ROIXt Jg515 WI4O x l li' FLUOR JO1515 3000 PSI CONC. (MIN.) ___________ 2x2 CCA W12x3O sTI W12x4O SIE£r LI]ICA2 DROPPED GIRDER DROPPED pRDrit R-19 INSULATION 12' SDNA TUBE STAIRS 4x4Nj' BOX 1118E ON TO I ON 4x44I' BOX TUBE FURNACE AREA 2'-0' x X -O' . V -D' BASEMENT PROVIDE MIN. OF GONG FTG (TW.) 1 3-0' x 3-0' x 1'-6' 3-O' x 3-O' . 1'-fi' w/ (4) e5 REBAR EACH I GONG FIG (TTP.) CONC Fm (TYP.) , Roo ATEos w/ (5) e5 REBAR EACH �n SHEET ROCK DIRECTION DIRECTION (TOP PIATES Oi DIRECTION (TOP PLATES MOVE FURNACE TO E LATE T AND I I TO BE 6'.6'x3' AND VERIFY AU_ DIMENSIONS t1 I �iOP.io�'d0 BE 11 BASEMENT �ionlrxl� ee rsD c�D`rnwwcE As PER. TYPICAL 12 CONC. PIER INSUE AU_ RRE BREAKS DETAIL ARE RWSTALLFD AS PER IINYS. CODE. FOR FRONT COVERED ' 4" P.G. SLAB PORCHES AND REAR L _ ____j COVERED PORCH (SEE DETAIL 11L") CROSS SECTION A CONTINUOUS RIDGE VENT 13': x 94" LVL RIDGE x oc J' COX ROOF SHEATHING 12 25 YR. ARCHITECTURAL ROOF SHINGLE 7.9375 I I I I I SHEATHING 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. (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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 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, 6" FASCIA - - - FFTTII�r T�, r rlr���_�� II r pmuu r7-1 1 Ill Ill ill ++-111ill- ++-IIII / H -ANLL -1-4-1 I�HiiI LLIJIIIILL_1JIII � / I I I_1-1 LI -1 IT 7 [T_ ANLL /=TIIII--�-011�-SII / IIII III III III III 1111 L JILL - - JII II IIII I II ----------- `6a� _ -------------------- - ___________________ CZ C7 CCLLIJL CLL111� CL11-11 - -1 -III III 11r 1- + + -1111 + -III 1 LL1 11 11 11 1 11 ILi_L1 11 = III II IFF -7II I III III III III III III IIII I III II- All NIL -----LI„ WI4O x 1ti' FLBOR JOSTs YAW x 11A' :Loos JOISTS W12x4O STEEL BEAM W12x4O STEEL BEAM R-191NSULATIO R-19 INSULA 0 R-19 INSULATION— 4x44BOX TUBE 4x44' BOX TUBE ONON 3-O' x 3-O' . 1'-e' 3-O' x 3-0' x 1'-6' �o BASEMENTCDNc. FTG (rYP.) ' CONI. FIG (TYP.) BASEMENT w/ (5) 65 REBAR EACH m w/ (5) ! REBAR EACH DIRECTION (TOP PNATES ,I DIRECTION (TOP PLANES TO BE 6'.6'4' AND TO BE 6'.6'x3' AND BASE PLATE TO BE WE PLATE TO BE 107.1 O'xl7 1O'x1o'.]7 � 4' P.C. SLAB FASCIA I TTTTI \ 11JIL1J JII \ III I I III I 1111 i - T -I - i rTTI11 \ \ IIII I I III I I III \ gIIIrTTIIrTTIll —\ 6 I LL _LJ ILLLJI11 JJ 4" P.C. SLAB CROSS SECTI®N B TO BE FILLED AND 2x6 CCA -16'x (2) GIRDER 6' FASCIA 12' VENTED FLYRAFTER — DBL 2x6 PLATE B" VENTED SOFFIT R-19 INSULATION 2x6-16" oc WALL STUDS 4' CDX WALL SHEATHING TYVEK HOUSEWRAP 18" RED CEDAR PERFECTION 6� SHINGLES w/ 5)i' EXPOSURE i 7 — 2x6 SHOE 2x8 - 16' oc. 6" FASCIA 16' VENTED SOFFIT — DBL 2.6 PLATE R-19 INSULATION —2x6-16' oc WALL STUDS r COX WALL SHEATHING TYVEK HOUSEWRAP —18" RED CEDAR PERFECTION SHINGLES w/ 5X2' EXPOSURE —2x6 SHOE —2%6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL GRADE X2" x 12" ANCHOR BOLTS DAMP PROOFING ✓t• PC FOUNDATION WALL 2.4 KEYWAY 1E x 9' PC FOOTING MINIMUM OF 4B" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY 6' FASCIA 1z X ��f\ 3.5 2.10 CCA GIRDER COMPACTED WITH 4" J POURED GONG. SLAB r - - W/ 6x6 WWM. 1 r - - INSU—I I JOIS SE ALL DECK ARE ATTACHED To I I GIRDER SYSTEM AS PER ------_ - J NYS. CODE. -'-- -- (SEE DETAIL "L') 6' FASCIA NO CCA INTERIOR WALL BOX (2) 2x6 CCA SILL & SHOE 12' SONA TUBE ON T -O' . 7-O' x�G(Oo)NG FTG (TmJ `_DIREC11ON EACH © 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 listened exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 1/4"= 1'-0" DAM 07-08-04 09-12-04 Ofr-17-05 0&-21-05 SHEET ANNE CROSS SECTIONS 17 of 18 �8 � P 0 z1.9 �o e tl W? 3y WWAu ¢? 1/4"= 1'-0" DAM 07-08-04 09-12-04 Ofr-17-05 0&-21-05 SHEET ANNE CROSS SECTIONS 17 of 18 ALL INTERIOR HEADER ARE TO BE 34"1194' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. CONTINUOUS RIDGE VENT - 1Y'4" x 94" LVL RIDGE �2xB-16 cc RAFTERS CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 12" VENTED FLYRAFTER —W12'40 STEE DROPPED GIRDER R-19 INSULATION— 4x41• BOX TUBE 4x44p BOX TUBE ON s -o' x Y -O' x 1'-B' ON y -O• x 3-0' x 1'-6' it - -T = 6" F T 1 F T T r VENTED __ 1 + T J SOFFIT p III 12 DBL 2x6 PLATE R-19 INSULATION 2x6-16" cc WALL STUDS 4' CDX WALL SHEATHING _MA_STER 11 r BEDROOMT 7 11 TYVEK HOUSEWRAP „ L 18' RED CEDAR PERFECTIONSHINGLES w/ 5$' EXPOSURE SHOE 3.51 i r T T I2x6 L L L J12 - -- - - - - - - - - LIT m BE 6'x6' AND 6" FASCIA 16' VENTED SOFFIT DBL 2x6 PLATE B15E PLATE TO BE V 1r---Ilr--III I,I rm I n��m� III rm 111 H III L CI III L H -1111 I- -I -I 111 R-19 INsuIATIQN111 , II - _I _1 III -1 LIVING p _ _ _ 2x6-16' cc WALL STUDS }" CDX WALL SHEATHING TYVEK HOUSEWRAP ROOM 11111 1 1 111 _ _I III I_ 11 jilgL LI -1 111 I_ I I -I 11 I 18' RED CEDAR PERFECTION SHINGLES w/ SYz' EXPOSURE III 1111111 III H -I III r I -I -1 III i- +-1 11 1 2x6 SHOE LUJ111LJJIII LLJJiii LnJ11I L__JL -- Till --III --T moo x 11r H_" "SMTERMITTEE SECTION C 2CCA SILL PLATE SHIELD &SILL SEAL GRADE )ri' x 12" ANCHOR BOLTS R-191NSULATIO BASEMENT DAMP PROOFING 8• PC FOUNDATION WALL 24" P.C. SLAB x4 KEYWAY 16" x 8' PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY ALL INTERIOR HEADER ARE TO BE 34"x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54'x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 6.125 ATTIC CONTINUOUS RIDGE VENT -1% x 1116' LVL RIDGE -2x4 RIDGE POLE - 16" cc. - 2x6 / 2x4 STRONGBACK 200-16 cc RAFTERS 4YR.' ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE R - IFrT-1l FF - .1_ - 1 TLIIII L IF BEDIIROOMI ,Ill H L ' '111 1I 1 I IIIIL IIII — 1 ---III III IIII 13:�SULATION - - - (2) Asx I1 LW LCI -I JJ LC CI�J LCI ICS LCI -ICL LCI ICS I I f-1 n rl-n [I I_ 111 -1 [I-1] L1 ILII uL1_1 1 11C1_IJII °LI -1 IHII_1-IJ111 _= IIT --III -- Il--�II�--IIII e IIII KITCHENI .I 1 LL - JELL =J1 L� - 71 LL =JJI ILL - JJI R-19 INSULATION I_%' COX sUBELODt W,10 x 11(1' Fl1XM JOISTS —W12'40 STEE DROPPED GIRDER R-19 INSULATION— 4x41• BOX TUBE 4x44p BOX TUBE ON s -o' x Y -O' x 1'-B' ON y -O• x 3-0' x 1'-6' CON#. RG CONI FED (rrP.) DIRECTION EDP E PINES EACH (5) /5 (E (TOP AR WI (N /5 REEM EACH TO BE 6'x6'11,1' AND 01RECTION (TOP PLATES BASE MATE �Rl BE m BE 6'x6' AND B15E PLATE TO BE 4" P.C. SLAB CROSS SECTION C SHEATHING 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. (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 DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 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, 12 3.5F_ (2) 1%' x 1li• LVL I (2) IV x 1111' LVL DROPPED -II ISH BEAU GIRDER IrITT��, ,��1-I�IIII IIIL11J111 ,1n-� I � I 111 I I III III' '- �Jlll r T TLAUNDRY L Room1 r r- - 111 R-19 INSULATION I - L L J III ): CDX SUE U NI moo x ill" (LOOK JDSrs R (2)13:x 1111” LW RUSH BEAM - wlLw STEEL DROPPED GIRDED R- 19 INSULATI( BASEMENT 4' P.C. SLAB 2Q CCA LEDGER 2x4 RIDGE POLE - 16" I 12 7.93751 I � 2x6 CCA HOUSE LEDGER - (HASHED) - 9•x6 MOHMANr DECKING (SEE DETAIL "L") ?xz ccA LEDGER - 12" SONA USE ON 2'-O• x X-0" x 1'-(r 6" FASCIA uITT IIL�TT IIII -++_III IIL++ - IIII -IIJIIIL_11J„I BEDROOM III -IL IIIrITTI +++ll 1 IllI-,_L --]Ill I IE X11 I ,III I Irl I�LI LAUNDRY ROOM MQ x 11r ElUom BASEMENT 4' P.C. SLAB ALL INTERIOR HEADER ARE TO BE 34"x9�' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54"x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. 6" RAKE R-19 INSULATION 6" FASCIA 1x6 CG HOUSE LEDGER (FVSHm) 12' HB&G SMOGIH COLUMNS 9'x6 MOHAGVTY DECKING (2) 2x10 GG — GIRDER 12' SOMA TUBE ON 2'-0' . 2•-0' . 1' -Er GOING. FEO (TYP.) \ r/ (4) /5 REBM EACH DIRECTION INSULATION rLr T T �I f� T T -Ill / IL++-1111IL++-Ijj1 L LIJIILII_JIII IF - T- 711 BEDROOM 1 IN ILS - - -LLL— — JJ� E R-19 INSULATION 11'11 CI SUBiLOOR GWm & NAILED VV%XWmoo . l lj' fL00R JOSTs __ _ - rTI VI 1 1 l 111 1 1 Will 1111 I II j 1111 I I IIIIL- SII I L IIIIL (QYl IL 1111 I III IIIIL I l"11111 -Ill 1 IIL III _ - LPIIIIL -III �1IIILIFIIlIFIll l IAli L L IIIIL -III L L_I moa x 1111" ELoaR JasTs ooa W12x30 STEEL ORCI GIRDER R-19 INS 4x41• BOX USE ON 3-0• xS-0" . r-6' I CONRG (TYP.) N/ (5) #5 BOOM EACH DIRECTION DoP PIATES TO BE 6'.6'xl' AND - BASE PLATE TO BE 10•x10.17 CONTINUOUS RIDGE VENT 1�4" x94' LVL RIDGE 2x8-16 cc RAFTERS I- COX ROOF SHEATHING 2x4 RIDGE POLE - 16' oc.� 25 YR. ARCHITECTURAL ROOF SHINGLE 2x6 / 2x4 STRONGBACK 12 R-30 INSULATION 7.9375 2x8-16 cc RAFTERS }" COX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 1.1 2x8-16 oc lz= R-30 INSULATION6" FASCIA R-19�INSULATION r T r 1 rTTL 8' VENTED SOFFIT 11 �- + - 1 —R-13 R-19 INSULATION 2x6-16" oc WALL STUDS INSULATION4" CDX WALL SHEATHING TYVEK HOUSEWRAP R-19 18' RED CEDAR PERFECTION LJI �_ __J p =_ INSUUTION 6�SHINGLES w/ 5)S" EXPOSURE R-19 INSULATION �.' Glx SUBRDgt- - GLUED & NAILED moo .1111' rLDaT JasTs R-30 INSULATION 6' FASCIA _ _ - - - - - 2) 11(• x lli' LW DROPPED GIRCER I IF IIII F_ Illlr SII 1 1111 LIIII I 1 IIIIL �II1 L -lull 1 I IIIIL JII 1111 lull 1 111111 1111 --IIIIIIIF�III gull I 11L 11111 L-LIIIIIL-1111 III 11111Hir Ili12" HBAG SMOOTH CDDNNS IL JIIII L J L L 1111E A 9"x6 MDW:Wr DECKING ILJJLL-___9L JJ1 (2)2x10 GCA GIRDER CROSS SECTION D CONTINUOUS RIDGE VENT - 11111 x 94' LVL RIDGE 21<8-16 cc RAFTERS 4' CDX ROOF SHEATHING —25 YR. ARCHITECTURAL ROOF SHINGLE 6" FASCIA L T JF L T 1 I T T L III- - - -1111- LJIJIIIIILIIJII 3 DON LAUNDRY 6� ROOM A Lw _I BFNA 1: COX SUBR_OOR 1—GLUED & NNLED �• cox SU9a0oR 1 GWm &ZM NAIIID m40 . 1$• Fl.ODt JasTs WIN40 STEEL DROPPED GIRDER I I R- 19 INSULATIO I I �- BASEMENT II II III IIII I— Hill 4' P.C. SLAB CROSS SECTION E R-30 INSULATION 2x8-16 cc RAFTERS 4' CDX ROOF SHEATHING 25 YR. ARCHITECTURAL ROOF SHINGLE 6" FASCIA 12" VENTED FLYRAFTER R-19 INSULATION 2x6-16' cc WALL STUDS CDX WALL SHEATHING TYVEK HOUSEWRAP 18" RED CEDAR PERFECTION SHINGLES w/ 5)¢' EXPOSURE 6' FASCIA R-19 INSULATION 2x6-16' cc WALL STUDS 4" CDH WALL SHEATHING TYVEK HOUSEWRAP 18' RED CEDAR PERFECTION SHINGLES w/ 5)¢" EXPOSURE 12" SONA MBE ON 2'-O" . 2'-0' • 1'-R CONC. PTG (TW'.) \ r/ (4) DIRECTION 5INEERM EACH ALL INTERIOR HEADER ARE TO BE 3331"x94' ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED ALL EXTERIOR HEADER ARE TO BE 54"x94" ANTHONY POWER BEAMS OR EQUAL UNLESS OTHERWISE NOTED PROVIDE DBL. FLOOR JOISTS BENEATH ALL PARALLEL WALLS UNLESS OTHERWISE NOTED. © Copyright 2005, East End Design Associates, LLC All floor plans and elevations Bre 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 liscense l exclusivly to the buyer. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DiGNEE115 DRAmI W. 1/4"= V-0" wTE: 07-08-04 09-12-04 06-17-05 06-21-05 CROSS SECTIONS SHEET NO 18 of 18