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HomeMy WebLinkAbout38499-Z OF Town of Southold Annex 10/27/2014 ,� "e P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37225 Date: 10/22/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 552 East Road, Cutchogue, SCTM#: 473889 See/Block/Lot: 110.-7-18.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/12/2013 pursuant to which Building Permit No. 38499 dated 11/12/2013 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: alterations and additions, including covered entry and covered porch, to an existing one family dwelling as applied for per ZBA#5693, dated 5/12/05. The certificate is issued to Kofinas,Jason D Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0095 9/19/2014 ELECTRICAL CERTIFICATE NO. 3015316 5/16/2008 PLUMBERS CERTIFICATION DATED 9/30/14 ttituck Plumbing Auth S iorfature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 1'li SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38499 Date: 11/12/2013 Permission is hereby granted to: DRS. GEORGE & MARIA KOFINAS 100 WINSTON DRIVE PHH-N CLIFFSIDE PARK, NJ 07010-3240 To: ADD &ALTER AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES &ZBA . REPLACES EXPIRED BUILDING PERMIT # 36763 At premises located at: 552 EAST ROAD CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 110.-7-18.2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 5/12/2015. Fees: PERMIT RENEWAL $923.60 CO -ADDITION TO DWELLING $50.00 Total: $973.60 Building Inspector 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. 34066 Z Date JULY 18, 2008 Permission is hereby granted to: GEORGE D & MARIA KOFINAS 100 WINSTON DRIVE CLIFFSIDE PK,NJ 07010 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES & ZBA. RENEWS BP #31966Z at premises located at 552 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0007 Lot No. 018 . 002 pursuant to application dated JULY 18, 2008 and approved by the Building Inspector to expire on JANUARY 18, 2010 . Fee $ 1, 847 .20 I Authorized Signature n `Q ORIGINAL Rev. 5/8/02 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. 31966 Z Date MAY 5, 2006 Permission is hereby granted to: GEORGE D & MARIA KOFINAS 100 WINSTON DRIVE CLIFFSIDE PK,NJ 07010 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES AND ZBA at premises located at 552 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0007 Lot No. 018 . 002 pursuant to application dated MARCH 21, 2006 and approved by the Building Inspector to expire on NOVEMBER 5, 2007 . Fee $ 1, 385 .40 < Au orized Signature ORIGINAL Rev. 5/8/02 Form No.6 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 15-5 �- House No. Street Hamlet Owner or Owners of Property: (\-C)S Suffolk County Tax Map No 1000, Section 1 Q Block Lot t Subdivision Filed Map. Lot: Permit No. 3"& Date of permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ V. piplicant Signature cJ�cJ�rJrJfflJr�ctcl�cJ��J'c1��PrJ'�!'rJ�rJ'cJ�cfrJ�clcPcPcJ�cPc�r�r�rJrJ�rJr�rPclrJ�rJ�rJ�rJ�cPcicl�r�rJrJ'rJ�cPc1�rJc1rJ'cJL3rC3jrJL!�1r�'rJ'cfcPr pLrL3rrJr3 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 S40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 S S 5 Upon the application of upon premises owned by c� 5 5 GOODALE ELECTRIC CONT INC GEORGE KOFINAS c5 PO BOX 1190 552 EAST RD. 5 SMATTITUCK, NY 11952, CUTCHOGUE, NY 11935 S S 5 Located at 552 EAST RD. CUTCHOGUE, NY 11935 S 5 5 b N ti li Appcaon Number: 3015316 Certificate Number: 3015316 S 5 S 5 5 Section: Block: Lot: Building Permit: 0 BDC:ns11 5 Residential 3 33/3 30q/ 3 1 q4( 5 5 Described as a occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Third Floor,main house and pool,Outside,Attic,Pool/Spa, 5 A vi S 5 sual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforceigtehnt and Admip�stragw, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of ay' S 5 Name OTTY Rate Rating Circuits Twe 5 AdditionalCharges 5 certificate is for main house and pool S Appliances and Accessories 5 5 Air Conditioner 1 0 Above 1500 BTU 5 5 Air Conditioner 5 0 Above 1500 BTU 5 5 Air Handler 6 0 20 Amps 5 Dish Washer 2 0 1.2 KW 5 5 Disposal 2 0 2 H.P S 5 Exhaust Fan 9 0 F.H.P 5 Furnace 1 0 Gas S 5 Hydro Massage Tub(Therapeutic) 2 0 5 5 Oven 2 0 2.5 KW 5 SPool/Spa Bonding 1 0 5 Pool Heater 1 0 Gas c 5 Panels c 5 1 200 16 5 5 1 100 19 5 1 150 20 seal 5 5 Continued on Next Page 1 of 3 5 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 vPRn�.n�n�nni'm ozoonn�Eff nL3n��n�n��� ra ❑ C.(GI�LT3C.�C.I�C 111311TLTC.�LnCn[.C.I�L101 BEnCPC.�GPC.l7C [ C CnLnCPCnC.�r�C CJ�LPL3rL3r rL3rQ �LnLI�[�LTC.]:rTl C J�C.I�C I'M ri�CyC�LI�CPCnC nC�Ll7MErP C5J BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 5 CERTIFIES THAT 5 55 5 Upon the application of upon premises owned by GOODALS 5 S E ELECTRIC CONT INC GEORGE FINAS O BOX 10552DS S MATTITUICK, NY 11952, CUTCHOGUE, NY 11935 S 5 S SLocated at 552 EAST RD. CUTCHOGUE, NY 11935 S 5 5 Application Number: 3015316 Certificate Number: 3015316 5 5 5 rj Section: Block: Lot: Building Permit: 0 BDC: ns11 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor, Second Floor,Third Floor,main house and pool,Outside,Attic,Pool/Spa, S S 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration or other 5 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of May, 2009. 5 Name QTY Rate R"fin Circuits T me S 1 150 22 1 150 30 5 Service SService Disconnect: 0 400 cb 5 S Servicel Phase3wService Rating400Amperes 5 Wiring And Devices 5 Fixture 6 0 pool Incandescent 5 Fixture 125 0 Low Voltage 5 5 Fixture 126 0 Incandescent 5 GFCI Circuit Breaker 1 0 pool 5 Multi Outlet System 10 0 5 Outlet 126 0 Fixture 5 5 Outlet 277 0 Gen, Purpose 5 5 Receptacle 1 0 30a Dryer 5 Receptacle 3 0 20a Appliance 5 Receptacle 30 0 GFCI SReceptacle 182 0 Geri 8Arpose SSwitch 176 0 Gen,Purpose 5 Continued on Next Page 2 of 3 5 5S SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 0 LnLnLnL�LnLI�C.I�LnLnLnLnC.nLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnL�LnLnLnLnLnLnLnLnCnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLnLn a a ���.1���� ��n���.r���r����.n��� n�. ri �n���n��Cn�n���n�n�.rMEM�n��n�n���nrn�RnLL3n o c S r BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S 5 S BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 S 5 5 CERTIFIES THAT 5 55 5 Upon the application of upon premises owned by 5 5 GOODALE ELECTRIC CONT INC GEORGE KOFINAS 5 S5 PO BOX 1190 552 EAST RD. S MATTITUCK, NY 11952, CUTCHOGUE, NY 11935 S S 5 5 Located at 552 EAST RD. CUTCHOGUE, NY 11935 5 5 SApplication Number: 3015316 3015316 S 5 Certificate Number: 5 5 5 Section: Block: Lot: Building Permit: 0 BDC: ns11 S 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Third Floor,main house and pool,Outside,Attic,PooVSpa, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforceawt and Admi4stratlor other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of ay 5 5 Name QTY Rate Raft Circuits Tie 5 5 5 5 S 5 5 S ej (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have 5 frequent test and/or repairs made by a qualified person. 5 S S S 5 S 5 5 5 5 5 5 5 5 5 S 5 Sea. S 5 3 of 3 5 `j 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 IMI t 1p rffil l rcrl_n�nr�r�rrr�r��n'IrlPO n��n�10.1 �.l-�nr���r��n�n��n�n���n��nu��n�r�-��n r��r��n�nt�n�MR010 a •� Hall, 53095 Main Road '? T P O Box 1 179 Oy� �l. Fix (631) 76: Yotk 11971.0959 �•( `�� Telepnonc (63 1) BUILDINd'DEPARTMENT TOWN OF SOUTHOLD l � UI OCT - 2014 _ ~ ----J CERTIFICATION Date: `1 30 1 Building Permit No. g��� (Plc .paint P16niber: a-T"1"t vC., /1-% (Please print). I certify that the solder used in the water supply system contains less than 2/10 of 1 lead. (Plumber ignature) Sworn to before me this,'-To'-(— ,i.1 y o&e;-6 20 1 DENISE KING -Notary Public,State of New York Registration #01K16041757 Qualified in Suffolk Co 15y2 My Commission Expires May Votary Public; County gpf SOpT N iC TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL ROUGH ELECTRICAL FINAL [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �L� J S J. DEERKOSKI, P.E. 260 Deer Drive attituck,NY 11952 (631) 298-7116 � U Date: June 6th, 2006 To: Town of Southold Ref: Foundation Inspections Kofinas Residence Property Location: 552 East Road Cutchogue,NY 1193 5 Permit: # 31966 Main House To Whom It May Concern: After a Foundation and Footing Inspection was performed on the above property,the required walls were then Damp proofed in accordance with the plan. It is deemed that all work performed was completed as per the plans and meets all state and local codes. If there are any questions please call. Sincerely, (�pF NEW 5 YO �. DEERS 0 C7 W C? James J. Deerkoski �F'0 ti 0. o AROFESSIONP JAMES J. DEERKOSKI, P.E. 260 Deer Drive �-E8 Z O Mattituck,N.Y. 11952 (631) 298-7116 Date: February 13, 2007 To: Town of Southold Building Dept. Framing/ Strapping/Plumbing/Insulation Inspections Kofinas 552 East Rd. Cutchogue,NY 11935 Permit#31966 To Whom It May Concern: After a Framing, Strapping, Plumbing, Insulation inspection was preformed on the above mentioned property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the entire plumbing system. Any other questions please call. \incincerely j James 1,DFftkoski FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H ------------------------------------ 4 FOUNDATION(2ND) + z 0 ROUGH FRAMING& PLUMBING �i y INSULATION PER N.Y. H STATE ENERGY CODE U n FINAL ADDITIONAL COMMENTS ' r o oCeAX. UZ m.. tv � v f� i � H � x o V\ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying' TOWN HALL Board of Health SOUTHOLD, NY4 119X` 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www: northfork.net/Southold/ PERMIT NO. 1 9 6 6-7L�', Check Septic Form N.Y.S.D.E.C. 1� , 20 >� Trustees Examined -- Contact: Approved S , 20 fa _ / �,, Mail to: GR.A►(a M. P�R.w� Disapproved a/c / Phone: (031--705 - 18 tot. Expiration ) 1 20� �`- --- - — Building Inspector MAR 2 'APPLICATION FOR BUILDING PERMIT Date V\iNa-c-" 2 ST , 20 O!o INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 6:,Ym94aE L) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 552- F►.;4S-r fLvA,p GvTt..yoVvL House Number Street Hamlet County Tax Map No. 1000 Section Ito Block 0-7 Lt i-tn,! ',X. Subdivision Filed Map No. (Name) , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy r � b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost LfeE o rte. Fee 1130- .1-f� j,6 &LAt.s,E (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. "IA 7. Dimensions of existing structures, if any: Front 5(0'-5" 41- Rear 54o=B" -~7-- Depth (00'-7' Height MAd 3e-3" -Avv Aa+1—Number of Stories 211-2.- Dimensions of same structure with alterations or additions: Front -7 f3" 4,— Rear Depth -7W-t l" r'/ Height MAf 3i'-9' a„ ca 24�41- Number of Stories 1-11-2- 8. Dimensions of entire new construction: Front 30' 4z- Rear `-i� +� Depth �ti'-il” Height MAd. 2y' - A-#(, 2ro' */--Number of Stories 2 ' 9. Size of lot: Front 2C tiv,8Rear 2?a, 27' Depth 17o' - 1 7' (y��2�9,7-) 6) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R--tio fL,Es.�c�-rrt _ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO (S4Q 7-6A A*0,WV>) 13. Will lot be re-graded? YES. # NO Will excess fill be removed from premises? YES NO A 0 14. Names of Owner of premises WQ KoF,,..N� Address t"kt- Phone No. r+1A Name of Ar c gy,►o Pw-*ao At-po .. Address& &o* tb75,`��Hu.,� Phone No (v31 -7(c6- ecn2-. Name of Contractor Q%ua,4ia Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES. ,A NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. (sem b. Is this property within 300 feet of a tidal wetland? * YES A.A NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ( ^i-r<4,-,-r>' 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 ) /k^ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A4iu� (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. Swopi to before me thi a' day of �G� 20 CSG tary Public Signature of Applicant BONNIE J.DOROSIG Notary Public,State Of New%it No.01D06095318,Suffolk Com Term Expires July 7,20 ) APPEALS BOARD MEMBERS o��OF SO�Tyol Southold Town Hall Ruth D. Oliva, Chairwoman p 53095 Main Road- P.O. Box 1179 ' Gerard P.Goehringer Southold,NY 11971-0959 Vincent Orlando C„ Office Location: James Dinizio,Jr. • COQ Town Annex/First Floor,North Fork Bank Michael A. SimonOlyCOut' 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 12, 2005 ZB Ref. 5693 - GEORGE D. KOFINAS Property Location: 552 (Private Right-of-Way) East Road, Cutchogue CTM 110-7-18.2. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 44,299 sq. ft. parcel is located 156.08 feet south from East Road. The lot has 50 feet along a 20 ft. wide right-of-way, and extends 240.88 feet along the northerly lot line, 187.94 feet along the easterly lot line, 276 feet along a tie line along the high water. BASIS OF APPLICATION: Building Department's February 16, 2005 Notice of Disapproval, citing Section 100-30A.3, in its denial of an application for a building permit to construct additions with alterations located less than 15 feet for a minimum side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 4, 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 new two-story addition at the north side of the existing dwelling, at 10.3 feet from its closest setback measurement. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The angle of the existing home on this conforming lot is not parallel to the road. The northerly yard has a chainlink fencing that extends the full length. All of the addition meets the code's setback requirement, with the exception of a 38 sq. ft. footprint area within the restricted 15 ft. northerly (side) yard. The neighborhood consists of many variable lot sizes, with different dimensions. These lots improved with older homes have nonconforming side yards. Page 2-May 12,2005 ZB Ref.5693-George Kofinas CTM ID: 110-7-18.2 2. The benefit sought for this 38 sq. ft. additional area can be achieved only by an area variance. 3. The variance granted herein is not substantial, representing 38 sq. ft. of footprint building area that is 10.3 feet from the property line at its closest point, instead of the code required 15 feet. This relief is the maximum that the board will approve in this side yard. 4. 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. The addition is on the northerly side of the site, which is landward of the seaward edge located further south of the existing dwelling location. 5. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an 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-B, motion was offered by Chairwoman Oliva, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the October 25, 2004 survey, amended February 16, 2005 by Joseph A. Ingegno, and dimensions shown on the floor diagrams with ZB date stamped received May 4, 2005. 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 and Dinizio. Nay: Member Simon. Member Goehringer was absent. T ' esolution was duly adopted (3-1-0). I&-na� Ruth D. Oliva, Chairwoman 59V-/05 Approved for Filing 10 Ar ✓� r+ y, y. + „wawa y ` �Y" ^y fi ••r.�,wy � \I•"r•.1��lta.►' .G«`.ta'Jt wv "`w+t�`�1::.J'rt '*....jf+A���+' •.�4 �":�1 Ems'+��: �.����� ,�,1.ay`�', .4�s. a• '4 /.� y�y{•.'� '.i�."mow �\�... ��ti* r 1j Jif ';ii F. f.... '��' j ''-�1•.L / I +lc• E, r. r. .f:.l1� L. / e :(r,J n-• .•.► I :. � ,► ��i'. +c'.� I d�r�+;`. G• 7T .{�l'�/Y.fTf`��_ �. �� ~ .`e!•`� _ _ ��:tri �.v. � ✓_ •rye . •.may .J: V•"'� . it s ' • • i•. • • `i f a tS, , ?•. X11.;f: *a •' �•.-r.• ROM .:`�: •''• � �= � • IIS ,VA � -�' _, �.• ,�`.-::•.•; I,' 05, , -y;� 71 .r'T , 'i''� • ,�.:"'} •r rya- •� Soar John M.Bredemeyer III,Presidentf. �`�. y� -', Town Hall Annex Michael J.Domino,Vice-President y ~ ';1, 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee ' :;6— Telephone(631)765-1892 Charles J.Sanders,Trustee '; ���oUNT'1� {t;' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1057C Date: October 15,2014 THIS CERTIFIES that the renovation of the existing dwelling,construction of a second-floor addition, installation of in-ground pool and pavilion; new chain link fence along to of bank,installation of drvwells,removal of chain link fence alone bottom of bank At 552 East Road,Cutchogue,New York Suffolk County Tax Map# 110-7-18.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 14,2005 pursuant to which Trustees Wetland Permit#6121 Dated Apri120.2005,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 the renovation of the existing dwelling: construction of a second-floor addition: installation of in-ground paol and pavilion, new chain link fence along top of bank, installation of drywells., removal of chain link fence along bottom of bank. The certificate is issued to GEORGE KOFINAS owner of the aforesaid property. d#4- �Authorr;ed Signature f New York State Department of Environmental. Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (631) 4.44-0365 Facsimile (63 i) 444.0360 PROJECT LETTER Cly' NON-JIRISDIC TIO Mr. Creor(yc D. .Koltna January 12,2006 30-82 30'' Street Astoria NY Z 1103 NYSDEC# I-4738-03553/00001. Kofna Property 552 East Road C:utch,ogue N'Y' SC'1 M # 1008-t 1.0-7-.18.2 Dear Mr. Kofiina: Based on the information your agent has submitted,the Ne v,-York State Department of}_nvi.cMnnic;nt,,l Conservation has m rde the lollowing determination. Your proposed project to renovate the: single family dwelling, construct a two story addition., an %n- ; round swiniming pool and pool pavilion, as shown on the stcrvey prepared by Joseph A. la egnc last. revised on 2/16105, is bcyond the jurisdiction of Article 25 Tidal Wetlands. Therelbrc, in accordance wifln the curt•ent.Tidal Wetlands Land UseRegulations (6 NYCRR Part 661) no permit is required under the Tidal Vs/etlarxis Act. !Please be advised, however, that no construction, sedinterrtation, or disturbance of any kind may take place seaward of the wood tie wall parallel to the top o1'the bank and an imaginary extension of the wood tie wall extending to the eastern property line, without a pertidt. Please note that the wood tie wail is used for reference purposes. The line of Artirle 25,jurisdiction is Lased on the topography at the site. It is your responsibility to el-isure that all n cessary precautions are taken to prevent any sedimenwtion or other alteration or disturbance to the gro ; id surface or vegetation within Tidal Wetlands jurisdiction whic=h nYa.y result. From your project. Such precautions may include maintaining adequate work arca beh een tlrc tidal wetland jurisdictional boundary described above'arrd your project(i.e. a 15' to 210, wide co)ISt.ruC0011 arca;! or erectiag a temporary fence, barrier, or hay bale beam. ; ['lease be further advised tliat this letter dors not relieve you of the rdsponsibility arnriT nc necessary permits or- apprctva! from ottior ave,ncies. / ry truly youi s, 3u.hia A. Wieland Deputy Permit Administrator CC: Patricia C. Moorc, f:SQ Marine lialbitat Protection file T 'd Eta9t, SSL TIES es, :01 90 9t uer Southold Town Building Department 54375 Main Road Permit#: 34066 h Soutold,New York 11971 Permit Date: 7/18/2008 u • ,`''' (631)765-1802 Expiration Date: 1/18/2010 Parcel ID: 110.-7-18.2 BUILDING PERMIT RENEWAL LETTER Dated: 8/15/2011 Applicant: GEORGE & MARIA KOFINAS Location: 552 EAST RD CUTCHOGUE,N.Y. 11935 Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES &ZBA. A FEE OF $923.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: GEORGE D& MARIA KOFINAS Address: 100 WINSTON DRIVE CLIFFSIDE PARK,NJ 07010 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department � P.O.Box 1179 Permit#: 36763 54375 Main Road : Permit Date: 10/19/2011 Southold, New York 11971 o� r` (631)765-1802 Expiration Date: 4/19/2013 Parcel 111): 110.-7-18.2 BUILDING PERMIT RENEWAL LETTER Dated: 10/23/2013 Applicant: DRS. GEORGE& MARIA KOFINAS Location: 552 EAST ROAD CUTCHOGUE Work Description: ADDITION/ALTERATION TO ADD& ALTER AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES &ZBA. REPLACES EXPIRED BUILDING PERMIT#34066 A FEE OF $973.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DRS. GEORGE& MARIA KOFINAS Address: 100 WINSTON DRIVE PHH-N CLIFFSIDE PARK, NJ 07010-3240 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. oc 1 i0 -7 - i8:-Z OF SOUTHOLD PROPERTY RECORD CARD t OWNER _ STREET r5-Z_ VILLAGE DISTRICT SUB. LOT OWNR N E �(j ACREAGE � lYT i►-��� =-t«'• f f f j +'uS SSt?C • SW TYPE OF BUILDING y tES: SEAS. VL. FARM COM�vl. I IND. I C6. � M1SC. LAN IMP. TOTAL DATE REMARKS Q �R v '� da/1 d� oyo lOJdQ ruS (e bi�S t�ofad P 7 4 L9 9 fb 81*1ra_�U+u= 3�[a UC It E� r ;.cl r a� 9 - o2L� o� ! \ '� e�T. C rp>1 s. a2:' w Pic e - �► �. Q©� v tele 5 ja D C Ins,CoCpool t fitnt f�1ENORM6S r EL 3 ABOVEIL e F Form 12S,r Acre e P r re Value Al cdd 1 1`i�t�bte 1 l �d t Tillable 2 33 9/7V ,40 7 Tiilcbte 3 o Woo4land Swum.pland ' Brushland 7 S Q� 3 1 v 1 I,-6n \ House Plat '711FAD9.83446 rlaces IV# 9 �8 8p fe hce,s 3ra33 . y Tote 1 7 r8 6p;" Wes 8p4t 31309 • � El SSS * ■�■■�� �� ■■gym■■ ■i��lii■ili�i�fi�3i■■■■0 � ` � ■��■iii®�_ ■■M■■■■NN■■i■r■■ _ - - - - -- ■■■■ice■1■■�■i■■■ Interior Finish Ffre Place Rooms 2nd Floor, ON "W ` . 1 f T IV WENERNMEMMMEMEMMMMMAMMORNM 0 ni, ,SM■pi■ii■■i■■i■■■M■Qz■■1UANM �WMAUiMMMURw■■i■r■■■■■iM■!■ bdMM &i&wir■ ■N■U■■i■■ilei■i■ -y liii■ummmi�E�osim■i■i■■■■■u®N.Ma- - �, 1���■�1li■!ilii!■■■■■�■■■�tFi� 11MLAHMU■i■ii■■I■■■■■■■i■■■!■ Ui■iiii■Ea=■■ ■i■ii■i■■■E!■ ■f��ill�li■i�!!!��►��111!■!!■ilii _= ■UUMMiif■Ui■■■IiLii■■■■■■i■■■ i■■■ii■■■i■■■■Ifni■ii■w!■■■!■ ■■tiE■&M■■l■■■t:li■l■■■l■■l■ ■■■ESI86I0■■i■■■I■■i■■t■■■■■■■ ■■�i�iis■■iii■�■�■!■■si■■■!t C Foundation CS ' W70 Ext.'Walls --Zvi Interior Fire Place is DBR .R. / • . . . Dormer ■■■ ONEs� C � CabN35l _ r Q 0 6 0& LE it, &1 1 � 'A'), 0 6 �A ,Z O o � ZSTo,XY c � �' X696 h 80� 3uPi✓�Yri'ot•.��N.�Y �.s1,9✓�,��1!-�,ei .4N�X��✓+� K�L.Gri�.4NG�w!t.�'i' ,!c�1'�.5`. .L1,o.�'c�,=.�,r�.vrrc-G�/✓,e�.f�,�t�VS/�/i✓.�-1-s;n�:,e�� �lX�e�i/✓Y��p7� /1��,C�Y'�.U•i�r.��J-`ri'�-;-�� '�� ��,li 'F.=�rl 'j" �/7�'•^i71'-=��Y�r�• A7=,TUNE hlGN,Cvl.1-vO i �F" R SURVEY OF PROPERTY pE>� KE Comm �awamr SI T UA TED A T M;� CUTCHOG-UE S� �0- 5 TOWN OF SOUTHOLD ws-w SUFFOLK COUNTY , NEW YORK S.C. TAX No. 1000- 110-07- 18 .2 5�� - ,�ORs SCALE 1 —20 OCTOBER 25, 2004 NOVEMBER 9, 2004 ADDED BUILDING ENVELOPE Y %P \ FEBRUARY 16, 2Q05 ADDED PROPOSED ADDITIONS I DECEMBER 12, 2005 ADDED SEPTIC SYSTEM FEBRUARY 10, 2006 REVISED AS PER S.C.D.H.S. INCOMPLETE NOTICE a o s \ so. AREA = 44,299.79 sq. ft. (To TIE LINE) 1 .0 17 ac. CD 0 ;F LYNN N, _S �� NSE s00� ,^ 9 _ RANT LY N �cr� NALD ROGEE LY Y 24 >�. WP �� ` NOTES: RO O04H v0UG1��Y DO —�" r � � -Nv)rf1 �0 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM TZM N Y � �' -K, EXISTING ELEVATIONS ARE SHOWN THUS: e .x EVE 13 oaf. T KIM �y �, JV''" 9 2 �A EXISTING CONTOUR LINES ARE SHOWN THUS; 10 FIRST FLOOR ����WP;p . o, GARAGE FLOOR JNPN�gp \ F - - TOP OF BULKHEAD 11 O a. �, prl W �� ti°F BOTTOM OF BULKHEAD pL � �A oy BOTTOM OFWALL wELL 2. MINIMUM SEPTIC TANK CAPACITIES FOR 7 BEDROOM HOUSE & POOL PAVILION IS: .1; P� 4� ���P F 1 _\ �-- - - � Hp��4 p��� s (1 ) 3,0 0 0 GAL. TANK; 10 DIA., 7 HIGH. - * Pa°SFR, - ' pPI '10 Y�p� p� 3. MINIMUM LEACHING SYSTEM FOR 7 BEDROOM HOUSE & POOL PAVILION IS: - �� o �pp� - Ftp 2 POOLS: 16' DEEP, 8' dia. \ NELL PROPOSED FUTURE EXPANSION POOL ool N _ o� PROPOSED 2 STORY PROPOSED 8' dia. X 16' DEEP LEACHING POOLrEsr ROLL*- ADDITION ncr, I '�1 I �r... r„ - � EXISTING CESSPOOL,---� �[p,5 kuv� ;n,�.R °- L � � � � TOBE EM s)! ""; '"ry. - im�� oPOSp PROPOSED 3000 GALLON SEPTIC TANK PR 47R \\ 0 ;� r r 34.9' ;c r R� E� to �f , '.4 3 ft PROPOSED CLEANOUT i •1TO B `- 4.7' - ty-. Ain r h nUl a �� �- •��1�� ,�'�`�- cRAVE: DRIVEWAY �EMOVED 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DSL w J OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. _ + a f PROPOSFDW " - /W - a' �L, r 4e' \ = \ .'� 5. THE EXISTING SEPTIC SYSTEM SHALL BE PUMPED CLEAN AND REMOVED 2 STORY FRAME & STUCCOAS PER S C D HSTANDARDS. HOUSElb * � I (00 °o moo° i L° 18.8' - - \ Woc� °vim —GONG r, STEPS 42,4 O ' 4 I \ s TEST HOLE DATA / •0 RUNS - ROOF OVER _ --- HOLE' An, �� SO° SLATE PORCH s ,rE r' (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 24, 2005) O� v� �� O STLE 5 �� zz s -SLATE �� � S�; �Q Q� O��. b/ o i, o \ STEPS o �: o0o cE �F -° pQP 4 pF�P �' � � aEt'c� o NP1N �wK DARK BROWN LOAM OL P� p� Fpm 1 \ yf.�-•". O Woops o \ �� O.s Wap/ ."r x'' 20 �"" \ 77, BROWN SILTY SAND s Z 6 \,Ac — a < CID C)� 6 � 20.43 r, 2.4' '1 S G�- /� �� PALE BROWN FINE TO MEDIUM SAND SP PL ry 2 I 74 a 26 4 T°BER 25 a/ / 17• �-=- �-� 18 N O 16 14 G ppPPRENT N1GH� / �_ PEON 110 AV f3 0IC 13AY -A G U T I H - t( j c 0 1 UNAUTHORIZED ALTERATION OR ADDITION 2n 5 Z' S �° J� O TO THIS SURVEY IS A VIOLATION OF �l SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. I THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Joseph A. In a no BY THE CI AAND APPROVED AND ADOPTED FOR SUCH USESE BY THE NEW YORK STATE LAND TITLE ASSOCIATION oF y Land Surveyor g� QH A. O �CZ0 Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (516)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS ' N.Y.S. Lic No. 49668 322 ROANOKE AVENUE P.O. Box 1931 - - -- -- -- - --- RIVERHEAD, New York 119C1 Riverhead, New York 11901 SV�- ( 0 0 S o 0 9,!�- J Lj SURVEY OF PROPERTY SITUATE UUTUH0UU]E TOWN OF SOUTHOLD SUFFOLK COUNTY NEVA/ YORK S.C . TAX N®. 1 000- 110-07- 18.2 le SCALE 1 "=20' OCTOBER 25 2004 O o 9, 2004 ADDED BUILDING 612ppp <c�G�Q FEBRUARY NOVEMBER 1 6, 2005 ADDED PROPOSEDENVELOPE ADDITIONS d DECEMBER 12, 2005 ADDED SEPTIC SYSTEM 61 y21 ro 0 e\E SSPFE G G� 2 ON DECEMBER�GPS1 APRIL 17, 2006 REVISED PROPOSED SEPTIC SYSTEM 0s �ySQP JUNE 14, 2006 FOUNDATION LOCATION 0FVT 22, 2006 NOVEMBER 20, 2006 ADDEDEDBURNED KEYSPAN EASEMENT � \APSE JANUARY 16, 2007 LOCATE DRIVEWAY & SEPTIC SYSTEM SSPE <�T� MAY 27, 008 LOCATE FLAGGED DS MAY 13, 2010 ADDED LOT COVERAGE 0 OCTOBER 10, 2013 FINAL SURVEY JAN2? ti <�naG� MARCH U 18Y 201401STAKEDATE W WESTFINAL PROPERTY SURVEY YLINE JUNE 19, 2014 VERIFY CESSPOOL LOCATION, LOCATE DRIVEWAY AS REMOVED OVER CESSPOOL � OP�� & WATER LINE & WATER METER AS RELOCATED SSPE o cP F ��� AUGUST 29, 2014 ADD NEW SEASONAL WATER LINE TO POOL HOUSE r G�AGO o g LQ O $U g FENp�. pp' vFr P�� p � � � AREA = 44,300 sq. ft. a' w 2 cz 1 .017 ac. .^ O � (TO TIE LINE) 9�FP WATER LINE NOTE: v LYNNN, 4"IB neathnthe FinaWater lLine is Gade in E / (JI O SFS N�GBA ER LYYNN a SCDHS approved Sleeve, requiring WASER SIN 2 Jo y� SqP�{` cP0 OVAL y F LAS L OLY all It twater during the o be drained dcold wseaso�sof OSEPS�NE�NO(E� R 51a vi 2 <G R '4 LJG D to prevent freezing and possibility ENE R E 10 �' NOTES: \ cy2a �I EVE DRL JO of a water main rupture causing iSEwPjE \N��\ P GENES / \ �0 `2� 1 . THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 VL1� PJ Y floodingand extensive damage to bath the House and the Pool House oN\�000 G \� \ ,y � 01 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \ P ��4� 'c 24 Pp0\NZ 5\EPs\E SONE o02 �2 1� \ a GREE P1 GR S G G 'Co. 5 a- STo ��<\ �000 fit ! L}L; CC r _ ...V� a, P ■ g .. _ Q SER \N5 WER t,\N 9 G .•s- a o Z a tiF• v l��r.:tai 1 OF H� 1i1 T(-t�` oho lz - W CP S. q 2 SON 051'1-97 . G q2• p�L3' r'Ir t-•.it)r AND 6) AIR GOND. 28 28 P " k i o O!! CH FENCE o G UNITS ❑ CELLAR LEACHING SEPTIC d cA 225 \ :a ta,K !' 'w L C !3 AIN LINK ENTRANCE POOL TAN �'- ^, . . !i,,,erA„ 1 0 2014 S 0 P 0� \V FENN 5 0\ _G A m c�i 204 ,n r O Pj\0 �� o� � ;�<:(.;,,,', �^ ""•.-^� , P 7 \' GP 2 33.4' N 4.4 0 4 �p ti a 5j !. O j �c 9:i1:•1� r firs �':uifril: f1f11/4 5NQ!; SEPTICQ'Y _ F` y j i4,1.. - �•F1r,'r:jfNntTOIE`ii 1i ° 1 c Oy2G MO 3 0.7' coo </ CONC. G OL\ TANK 3 \ \<CG2 .: � OpNO O§ 5 31, CESSPR NG i CA51 IR�N w � w w AidO ... .. .. ti� 4'N' 82O 1RAfF1C 8&A 85. COVER o O Z ,o .. �.7 o � 5 S 20.10 C°vERs Ln E7gC �GAMERA � � N D Pop\. \ � T '14 r':;rte:, =-•► 6'j ETER 3.0'N 5.6' & "••, 'Irlie F \ r•_ ".., hyo I r Gq ENCS 07-54 \ S '29" F SENO wALL 10.OD'. w.:. W CO � °SERss��'OS'31 'A-,p w ww24.76SLEEV "LINE­ 3. 2 STORY MASONRY oy G ececrRf HOUSE 2.7' FE'F' 0 o rri � C CI N <� \ yfG PAVER DRIVEWAY E a' m i+\ DR SENSOR y / `�. WELL v d 1 zoo = O 1p01\�10 N1'O�GZo o WO°CN O ooy q 2F \ gEN <v2°° rn not '� °' s s�o o n •� � l� 18.8' a' ` Vd1��0\C\G A� ZCO STONE STEP P. STONE o WALK 42.7' O / STONE WALLS \ Oo & STEPS \ l0 ROOF OVER o STONE n A1P p0 5j SLATE SLATE PORCH WALK v! Coo 150p a i / STEPS 22.5' \ SLATE o 5 6120 p0 a 1 STEPS \� 000 Z \ \ e NCN Op CHAIN UNK FENCE I SOEPSFLPGGE26, 2009 CP BJP \ 1 AN05 5 N MA o ? 000 Z\E 1\OP\ W SUL1PNj A O PG #6 •� OGEE F F'N' 45 �s- m 20.4CP Vp 611' 3 - ,Ili, ,111, 4 � 1 � 004 / K FENCE 00 OUEKHEP .III. ,III, p0-(CgER 2 j i r CHP\N \\N WO FSG #3 \ WAIER IdPR j i ENS \\GN' I � a SEP 16 2014 J VIII' ` z1E UNE ALONG APPPR 0 � , - ) OF W Fvp,G OGVI� 0 � /vv 5y ) jP .III, C/ UNAUTHORIZED ALTERATION OR ADDITION S TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE CLj �L :P J�� EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING F\pG \ uEAT THE LAND SURVEYOR'S INKED SEAL OR 4 EMBOSSED SEAL SHALL NOT BE CONSIDERED S ( GR TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin BY THE L.I.A.L.S. AND APPROVED A DOPTED FOR SUCH USE BY THE NEW STAT Ill TITLE ASSOCIATION. OF r4e4_h c� TCo �, Land Surveyor + Title Surveys — Subdivisions — Site Plans — Construction Layout _ _ I PHONE (631)727-2090 Fax (631)727-1727 � 46"I OFFICES LOCATED AT MAILING ADDRESS (ANO S 1586 Main Road P.O. Box 16 S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 24-364 PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD H G F CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y2"x9Y2" POWERLAM BEAM (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) SCTM # 1000-110-07-18.2 NOTE: ALL SANITARY VENTS ARE NOTE: ALL SANITARY VENTS ARE TO BE INSTALLED ON BACK SIDE TO BE INSTALLED ON BACK SIDE WORKNOTES: OF HOUSE OUT OF VIEW FROM OF HOUSE OUT OF VIEW FROM THE FRONT DOOR AND THE WATER THE FRONT DOOR AND THE WATER (Notes shall be considered typical for items identified and SIDE OF THE HOUSE. SIDE OF THE HOUSE. shall apply to all some and similar conditions or locations; all locations may not be noted.) 1A Shower head and control valves to be centered on wall. Shower head to be mounted at 82" above 5'-1 1X" 36'-2X4" subfloor. 2A Shower seat to be 12" deep x 20" high across wall. 3A Provide niche 12"x12"x3" 18'-43/4 17'-9X2" 4A Provide solid blocking for towel bars, paper holder and vanity installation. 2'-6" 5-9�X 12'-77/16" 5'-107/16„ 6'_815/6^ 7'-9X6„ 10'-07/16„ RO. 2'-5"x 1'A" z z 3J" HORIZONTAL MULLION o 0 CCM2819c� R0. 2'-5"x 5'-11i" �„ j, J J„ i„ J M„ 8j„ R0. 2'- 1'-8 R0. 5'-1 x 1'-8 0 RO. 2'- x )'- VENT STACK RO. 2'-5"x 1'-8�" I CCM2872 I I CtFQT30119c CIFDT6019c CIFDT3019c 3g" HORIZONTAL MULLION I CCM2819c RO. 2'-5"x 1'-8j" v 3j" HORIZONTAL MULLION R0. 2'-5"x 5'-11i" i 3'-SY2" 1 I CCM2872 3 "RHORIZONTAL x5M 11 �N i,, w c;,UIFD30170 � CUIFD6070 � CUIFD3070 1'/a"X9Y2" LVL JOISTS \ CCM2819c �3� I R0. 2'-8>�"wc 8'-3�" R0. 5'-1�"x 8'-3 " R0. 2'-8�"x 8'-3j" RO. 2'-5"x )- CCM2872 I 1 I 3J" HORIZONTAL MULLION 115 I RO. 2'-5"x 5'-11i" o o 116 - _ _ _ - - - - - R0. 3'-2j"x 1'-8j" Z) R0 . 6'-1i"x V-81" Z) R0. 3'-2j"x V-8j" I 113X6 CCM2819c C'1FDT3019c M CIFDT6019c CIFDT3019c ! 1 114 I CCM2872 a 3J" HORIZONTAL MULLION a 2x6 SHOE in I 1 o CUIFD3070 CUIFD6070 I-_ CUIFD3070 Df j� I 1 117 R0. 3'-2 "x 7'-2 " R0. 6'-1 "x 7'-2 " � i7s ' J R0. 3'-2 x 7'-2 A i R0. 2'.-5"x VA" CCM2819c 3J" HORIZ NTAL MULLION 113 -,00 RO. 2' -5"x 5'-11 " CCM2872 wlNDowslR.o. R0. 2'-5"x 1'-8 " SET ®101-3" 118 3A" HORIZONTAL MUL ON CCM2472-5 BOW UNIT 1-Y4" x 9Yz" LVL1 - 12" oc RO. 2'-5"x 5'-11g" 121 N E W = CEILING JOISTS ® 10'-fly2" CCM2819c WALK - IN NEW BATH I CCM2872 11 WINDOWS R.O. �, "� � SET ®7'-10" J - - -- - - - - - - - - - - - RO. 2'-5"x V-8g5" 112 I / -- I _� CLOSET 3J" HORIZONTAL MULLION CCM2819c I I 119 'n o EXISTING CONCRETE BLOCK WALL RO. 2'-5"x 5'-11 `' ` I I `i' I w/ 2x4 STUDS ON INSIDE " CDX SUBFLOOR CCM2872 = I 12'-1Xg" N 120 M NEW 1 "x11 " LVL SISTERED UP ALONG SIDE OF EXISTING 2x10 B 2x6 STUDS - 16" oc. B - - - - - - - - �; 111 JOISTS I y2 - -- - �KFl1� EE-5E071bR)- - VERIFY EXISTING FIRST FLOOR WALL COINSTRUCTION. CCM2819c I Z;S-8 3y2" 1 t I DOot R.O.� =N f � IF EXISTING STRUCTURE IS W00)D - m o3= " " \SET ®rn s -2>� / N i 3X2^ I I NEW SECOND FLOOR SHALL BE )WOOD " CDX SUBFLOOR CCM2872 3',$y 10 `� o I \(/ N _ EXISTING 2 x 10-16" oc z z CEILING JOISTS ® 11'-1Y2" o 0 R0. 2'-5"x V-8j' 3 m W 1 11" I J J X31" HORIZONTAL MULLION 0 _ o WIHil 2x6 SHOE N RO. 2'-5"x 5'-11J" 5'-11}j3" Z w �m w a I I I NEW o I CU!rD50)XXc CUIFD26XXc CCM2819c 3 N M� o ' I INFORMAL DINING 0 1 o N CUIFD26xxc Q Q " STEEL FLITCH PLATE W o o = I I I 'a w I I PARLOR x In N 1 4 RO. 2,_ "x 8'-2 „ " M„ 1" 0 R0. 5'-1 xK 8'-2 v R0. 2'- x 8'-2 / CCM2872 1 1 WE I �- 122 RO. 2'-5"x 1'-8 „ I �twvn w 1 1 I ®o oz .'.,,c =tiao 3J" HORIZONTAL MULLION v R0. 2'-5"x 5'-11X" I /D I ao w 1W `� K' 13/4"X9Y2" LVL JOISTS i I I =x ov IW W NEWI1 ' 1 TQ to NOTE: ALL WINDOWS TO FAMILY ROOM m I` I I 07/8 BE SET ® 8'-3j" AFF. ' __ I 1 I I2 (2)13/a"X9Y2" LVL FLOOR JOISTS I' ( I ?' Iw �'2" Yi 1 j'I_p." UJ L1` I I - - c o U " 1 1 1 I 5'-6" 5' g o WALL SECTION "A " I �' I " d FRAMED SOFFIT (SEE SECTION) 4" x 4" x i' BOX I SINK /p TUBE w/ 7¢ TOP I I 3X2" _� EE WAL PLATE I W%"x 1 1 1,-FLITCH P�AT�WITH 1 JJ"x 1 �V BOLTED "1 0 SECTION 2' 0"oc. WITH BOLTS TO BE WELDED TO II THE SIDE EXISTING BEAM XICTI�WO..]-STEEl-I - i STEEL FLITCH PLATE 1 - - - - N SEET SINK N SINK_ "BEAM "A" DETAIL t li z w VERIFY 1 :N CDX WALL SHEATHING to X61 r m Nz DETAIL I (C I (3)13/4'X9Y2" LVL JOISTS m I x= EXISTING 6 x 8-16" oc I C 7 7/8" 1 :� =I w W TO BE SISTERED WITH EXISTING 6 x 8 - 24" oc-- -- 1n �1 `n mv�~i STEEL FLITCH PLATE I I CEILING JOISTS N n- I EXISTING mL 02 AND I I o= a" x, 4' x �" Box KITCHEN 123 RO. 4'-,'x 5'-11 " - I w O7 3= (1)1 "x9 " LVL CEILING JOISTS WN CCM2472 2 EXISTING KITCHEN I N I 1X6 rueE PLATE" TOP Z �- 3 STEEL BEAM SISTERED KITCHEN " STEEL FLITCH PLATE I o 3 r BOLTED AT 2L " oc. - - - I ING JOISTS - - 0 o (SEE DETAIL "B") o �- CEL �- RO. 2' S"x 1' 8g" I X I �m EXISTING z ,- 3g" HORIZONTAL MULLIONC3- m W _�,. :N RO. 2 -5"x 5'-11�'I \ , W -9 6„ FORMAL DINING �' Ld 13/4'X9Y2" LVL JOISTS ' o CREATE NEW ENTRANCE 1 - TO NEW FAMILY ROOM co t_l 0 1 cn o = CONC. WALL TO BE 7 N CCM2819c 109 0 REMOVED NEW - " BOLT CCM2872 0z 1 J JACUZ I TUB SH WER (2)14"x9Yz" I OWDE ALL EXISTING 6 x 8 - 24" oc 128 i (n ED ABOVE °VE LVL HEADER I DC;"N I 3 1 I � 3�„ ROOM � ° � CEILING JOISTS TO BE SISTERED - REVISION DATE rn / SHTUBR �� UP WITH (1)13/4"x9Y2" LVL 05-11 -06 WASTE :N - 05-16-06 x 8" EXISTING JOIST i NEW = v o - i 134"x7Y4"-12"oc. LVL CEILING JOIST I n a 0 O° TAPERED CUT Y4' PER FOOT 05-17-06 " WEBB N oVE 3�^ SEAT® 2° 3_71PANTRY I 0 `°00 ® _ RO. 4 247x 5 -11X" - 06-22-06 tV o i N I 24 129 06-09-06 STIFFNERS 13/4" LVL FILLER 3/ ® 30 06-27-06 CUSTOM JOIST HANGER CAWN323 08 • NEW -11 X16" Y2" n 3X2" -OS/6" o 06-28-06 d COAT VANITY N 3 4" o W Z w _ I ' ��IC--L-OSET w . FXISTIN(, 2 X 8-16"oc . A o ABOVE -- 08-30-06 RO. 2'-9"x 2'-8� Cn ` : r� "� SHELF 29" AFF. = SHELF 29" AFF. NOTE: VERIFY ALL DIMENSIONS NEW CEILING JOISTS � � L� 10-06-06 NOTE: VERIFY ALL DIMENSIONS - - PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION D BATH �' 2870 D 1 - -07 r z ® 1061" F.F. � EXISTING 6 x 8 - 24" oc w je„ `O SISTERED KITCHEN SISTERED KITCHEN T W.C. ��� I 1�4R=7.625 I _ -Z1X6" 4'- 2" 5'-3��76" I CEILING JOISTS W N JOISTS 0 WASTE o n I I I /D I DOWNCEILING I L GN 125 130 CEILING JOISTS R „ V 1,_57 " I I EXISTING 2 x 8-16" oc I I o FLOOR JOISTS CEILING JOISTS LAV. NEW WALK-IN /° I I I 7'-57X6" 7'-61X6" AND ® WASTE CLOSET _3Y8„ EXISTING " '° 5)/2 287° FOYER 4470 STEEL BEAM -7" - ALL EXISTING 6 x 8 - 24" oc x N SHOWER/ _ `_ 3X2^ 1 ?� VANITY CEILING JOISTS TO BE SISTERED ?� HANGER DETAILTE _ W� UP WITH (1)13/4"x9Y2" LVL > 2870 W.C. M - - - ABOVE ABOVE /p (2)13/4"X9Y2" LVL FLOOR JOISTS 01-23-017 --------•----------- --- 6"x 8" EXISTING JOIST EXISTING KITCHEN rr CCM2472-2 STEEL BEAM CCM2860 07 ` ,_ „ -n oc. ----D13���- 6YEF�AU6TCTbT�---- 3 00 - - �� 126 R0. 4'-1"x 5'-1 1�" 131 � • 0 . � STEEL FLITCH PLATE EXISTING KITCHEN �_ 5X2 1Yz X76 0 � � 41X18" VANITY p � i 1�"x7Y"-12"oc. LVL CEILING JOIST !1 R Z_ TAPERED CUT Y4' PER FOOT STEEL BEAM " STEEL o @ ABOVE _ W SIDE PLATES R0. 2'-5"x 4'-11 " 0 w / OR i EXISTING CEILI2 xJ01STS" oc EXISTING 3 (n 1s ,� r 3 � 13/a" x 9Y" LVL - 12" oc � -_ _ FORMAL LIVING - EAST END DESIGN ASSOCIATES, >.Lc " BOLT CEILING JOISTS ® 8'-OY2" 54'70 DD ® PO Box 1675 EX I STING VANITY 5130 Main Bayview Road = 1 4 x 9 LVL F USH LEDGER BEAM ABOVE -j. 132 j Southold, New York 11971 o W -4�'/6" '-45/8" o W STU DY W.C. BIDET -Do -5/16" NEW ABOVE ABOVE phone: (631)765-1862 BOLT 1 SISTERED KITCHEN o x i 136 EXISTING 6 x 8 - 24" oc CEILING JOISTS 1 �' 7" -1 �'� CEILING JOISTS fax(631 j 765 6820 I w N a� a� w ON EACH SIDE OF PLUMBING TO BE SISTERED UP E Q E GUEST SUITE #1 in 0 (2)1�4_x1E6' LVL FLUSH BEAM o 1'-33/g^ 3 „ E-Mail: CArm8888®aol.com MEL Z 7 N 1'-336" RI 'I C; ON EACH SIDE OF FLOOR JOIST WITH (1)1/a x9Y2" o:N (TO FO)RM ROOF LEDGE) - C N LVL AND HEADERED OF WITH (2)13/4"x9Y2" LVL 0� o --�'-2y2" Z o I 1 127 SHEET NAME: - - - - 1/4" 2 1/2" I / `J ~o `� cn-00 CCM2472-2 - - - - WEBB sn� \ db �w o ® AC 3 - - - ' � ;a I �� \ (NEW / 135 �ol ;a z JABOVE Z R0. 4'-,"x 5'-, 1 " FIRST FLOOR PLAN STIFFNERS z= 1 g o �\ al z 3 cn _ _ AT EACH CCM2860 I -'�• "' �o CO) EDQ w� EXISTCEILING XJOISTS" oc ABOVE 3 06 1� 1�'4" x 9Yz" LVL ROOF JOISTS - w I HANGER I 3o p CEILING JOISTS TAPPERED CUT 5 I �� �I ; y EXISTINGCEILING 801STS4" oc CUSTOM JOIST HANGER I / o Y." PER FOOT > 1 oN /E-NT \ oNl 3 91 -4Ya" 0 CUSTOM JOIST HANGER R0. 2'-5"x 4'-11 w I z�' OPEN \ =W1 w WINDOWS R.O. WINDOWS R.O. 3'-103/a" 3' 103/4" - A �� �a SET ®8'-2X2„ NOTE: VERIFY ALL DIMENSIONS - - 138 - =x .x(2)1.4-0 S" LVL FLUSH BEAM c�`�1 =x SET ®7'-2X2" NOTE: VERIFY ALL DIMENSIONS ! " -- -- - - PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCT ION _ 6 W - - - W (TD FOIRM ROOF LEDGE) W VIEW L- � ogg o 134 133 a CROSS - CUT 0 F SIDE VIEW O I j A WINDOWS R.O. `V v� _ `� 1 -0 a CUSTOM HANGER I CCM2860 �� 105 SET ®6'-7" 101 CCM3272-2 CCM3272-2 CUSTOM HANGER a -� rA I >> >> �' R0. 2'-5"x 4'-11 " / �CCM2 60 R0. 5'-5"x 5'-11�" R0. 5'-5"x 5'-11�" D ETA B \ 137 1�'4" x 97¢" LVL FLUSH LEDGER BEAM -� 04 02 �I R0. 2'-5"'x 4'-11X" RIPPED TO MATCH HEIGHT END OF �hb ROOF JOISTS / CEILING JOISTS 03 J CCM2860 � ' L3'-39/16" CCM2860 1'2'-9Ya� 5'-6" / I 112'-9Y4" I33'-6Y4'- RO. R0. 2'-5"x 4'-11i" � 33'_bya^ V.I.F. CCM2860 RO. 2'-5"x 4'-11R" NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) �XZ"X9Y2" POWERLAM BEAM - - ENGINEER: ENGIN9 (1) 3X2"x9Y2" POWERLAM BEAM ��� L: UNLESS OTHERWISE NOTED R0. 2' 5"x 4' 1 1i" (UNLESS OTHERWISE NOTED) + � ( ) 6'-4%" 6'-4%" NOTE: ALL SANITARY VENTS ARE JAMES DEERKOSKI PE S NOTE: ALL SANITARY VENTS ARE TO BE INSTALLED ON BACK SIDE TO BE INSTALLED ON BACK SIDE � °'+ .1 OF HOUSE OUT OF VIEW FROM _ OF HOUSE OUT OF VIEW FROM Professional Engineer N. i .''i -.n '' WATER 3'-11X2" 10'-8" 2' 9Y4" 112'-9Y+" THE FRONT DOOR AND THE WATER �. THE FRONT DOOR AND THE E SIDE OF THE HOUSE. SIDE OF THE HOUSE. 5/8"x17Y2" STEEL FLITCH PLATE 260 Deer Drive Y' BOLLTS-� Mattituck, NY 11952 17'-43/4° 631-298-71 16 WELD-� 13/4"x18" LVL BEAM 13/4"x18" LVL BEAM WE=LD OWNERSHIP AND USE OF DRAWINGS: Y2" BOLTS IT These drawings and specifications including the H G F ideas, design and arrangements represented WELD ; therein, are the'property of East End Design t Associates, LLC. No part thereof shall be copied, "BEAM „A„ DETAIL -fig 2 disclosed to others or 'used in connection with (� any work or project other than for which they have been prepared without written consent of y" East End Design Associates, LLC. FIRSTF PLAN PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: Al 01 1/,47 = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF Notes shall be considered typical for items identified and (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y2"x9Y2" POWERLAM BEAM shall apply to all same and similar conditions or pp y NOTE: ALL SANITARY VENTS ARE NOTE: ALL SANITARY VENTS ARE locations; all locations may not be noted.) TO BE INSTALLED ON BACK SIDE TO BE INSTALLED ON BACK SIDE OF HOUSE OUT OF VIEW FROM OF HOUSE OUT OF VIEW FROM THE FRONT DOOR AND THE WATER THE FRONT DOOR AND THE WATER 2A SIDE OF THE HOUSE. SIDE OF THE HOUSE. B 2C 2D I I, r � \1 —�- — — - 1 I I r III II 11 II II II II �I II II II i II II II II �� �� II II II II II II � II III II II - - �I II II II III I � II II II II III II II II II III � II II II II � II III II I N I II II II 1I III I III 11 II I 11 I I I II II II II II II I � I II II II I1 II II III I I III II II 11 II I I 111 II II II II - - - -- - - -_______ - __ 1 III 11 II 11 II I l i I d 11 18" CMU WALL 1 1 I I 2" GAP 2x4 WALL III III II II 11 II I I 111 I I I II I II I I L - - - - - - - - - - � I I II III IL- - - - - - - - - - - - - - �I III -24„ / \ 3Y2„ 3Y2„ / I IIII Iu I I -435; -oY2” -2Y4„ 10'-4�/8» Iq1 PROVIDE (3)2x4 POST BENEATH \ / HIP SUPPORTING BEAM ((1)J-1/2"x18" I I Il LVL) IN WALL DIRECTLY BELOW " \\ / ° / PROVIDE (3)2x4 POST BENEATH ? HIP SUPPORTING BEAM ((1)3-1/2"x18" L — — I I I I rl I I I I 133¢x18" LVL BEAM ABOVE FLt�OR =N ,1 (1)31 "x18' LVL BEAM ABOVE FLOOR / - - LVL) IN WALL DIRECTLY BELOW I -I - - - - - - - - - TF I - - -- L - - - - I —I I I I I ILD KNEEWALL ON TOP OF I BUILD KNEEWALL OIN TOP OF GIRDV II II L - - - - - —_ \ Z3 ' - - - - - - - - - - - — —10'-1 /g O BOTTOM -I SWITCH AT I I I I I ,•� \ OF STAIRS / o„ 3Y2„ 1 I REVISION DATE - - - - - - - - � L - - - - - -ILS CJI I I I I I I I I 1'-5Y2 �2'.l 5Y2 —2Ya' / 05-11 -06 05-16-06 II Ir-- - - - - - � � I I- - + — � � � � — 3Y2„ o o // 1 051706 06-09-06 I - - - - - - � r I \2" 3 -03/4., / _ N � � 1 01 -03-07 I I I I I I U \ �� 01 -23-07 II IE _ = � � I II 1 -5Y21 II II I 11 I ro ?: 141. / > 301 3Y2» 1Y2 o I EXISTING FINISHED II II I I I , w ISTINGo2 II IIII I I _�Z = BATH BONUSROOM 1 I IIL - - - - -J111 I I I I ! I Cj F 3Y2' I y2,;� 3y2» o - 03 1 III II 11 -4�/8" 2' 3Y2, _ °. 3'-o�'a" 15' 4Y4„ 1 II II II IL _JI I I I N I 11 I I I I I 8„ CMU WALL -1 1" CHIMNEY \ —�j'-2�/8" I {J I I III III I 2" GAP I w ;Y, \ 8" CMU WALL I II SII III o I & r' GAP c� L - - - - � I I 2x4 WALL 1 \\r -- - - - - - 2x4 WALL 1 I I w O Il II Id „� - - - - - --` 1 II I I i I 1'-5Y8 -105/g \ 1 gill!® m Iz o 3Y2„ � Q IEAST END DESIGN ASSOCIATES L c - - - - - �1- - - M Iz _ _ \\ � �- i 1 I PO Box 1675 5130 Main Bayview Road l i l I 13-22I \\ Southold, New York 11971 - - - - - - - - - - - - - J phone: (631) 765-1862 7'-4Y8„ 3'- Y4., „-93/4., J 't- - 11 I I r - - - - - - - - - - - � fax(631)765-6820 PROVIDE (3)2x4 POST BENEATH \ E-Mail: CArm8888@aol.com II 11 II II I HIP SUPPORTING BEAM ((1)3-1/2"x18" LVL) IN WALL DIRECTLY BELOW I / \ PROVIDE (3)2x4 POST BENEATH SHEET NAME: II 11 II II I I - (1)3>¢"x18 LVL BEAM ABOVE FLOOR - - (1)3 "x'18_LVL BEAM ABOVE FLOOR \� - HIP SUPPORTING BEAM ((1)3-1/2"x18" LVL) IN WALL DIRECTLY BELOW BUIL[ KNEE L ON TOP OF GIRDER BUILD IKNEEWALL ON TOP OF GIRDE I II II I I / 05 \ THIRD FLOOR PLAN IDo I \ 1 1\ 1 — — — — — — 8" CMU WALL I I 2" GAP L - - - - - - - - - - - - J 2x4 WALL pL — — — — — — — — — -.. — — — — - - J , 7/g» " ' � 91Y ' „ 47 —6 -4 — -915'-21615'-29/s93'-7Y4„ 04-18 06 EXISTING THIRD FLOOR IS TO BE CONVERTED TO Q �+ NON-HABITABLE, UNRINISHED NOTE: ALL HEADERSi TO BE MIN. OF 04-18-06 UNLESS ENGINEER: ENGI NOTE: ALL HEADERS TO BE MIN. OF STORAGE SPACE, 1 3Y2"x9Y2" POWERLAM BEAM (1) 3Y2"x9Y2" POVNERLAM BEAM '�,� O ( UNLESS OTHERWISE NOTED (UNLESS OTHERIWISE NOTED) EXISTING THIRD FLOOR A VARIANCE IS GRANTED BY �, ; � j ( ) NOTE: ALL SANITAIRY VENTS AREJAMES DEERKOSKI, PE NOTE: ALL SANITARY VENTS ARE TO BE INSTALLED ON BACK SIDE IS TO BE CONVERTED TO THE TOWN OF SOUTHOLD Professional Engineer TOFBHOUSEAOUTDOFNVIEW BACK FROIME LU OF HOUSE OUr OF VIEW FROM NON-HABITABLE, UNFINISHED ZONING BOARD OF APPEALS g =F' rt`jE1�} LLJ THE FRONT DOOR AND THE WATER THE FRONT DOOR AND THE WATER at SIDE OF THE HOUSE. SIDE OF THE HOUSE. STORAGE SPACE, UNLESS AND NEW YORK STA"TIE. MDeer Drive 4.;.: - ,+ � attituck, NY 11952 A VARIANCE IS GRANTED BY 631 -298-7116 opt . U1 Vie, FESS THE TOWN OF SOUTHOLD - -' ZONING BOARD OF APPEALS OWNERSHIP AND USE OF DRAWINGS: AND NEW YORK STATE. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design THIRD FLOOR P Associates, LLC. No part thereof shall copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: Al 03 DATE: 1-25-06 04- 18-06 - - - - - 1. - _ - I - - - _____ _ - _- -' - _' -1 __ _- ' ' -------'__ ------ -_--_--' ' __ _ _' ____'--_-� - _ -- -_-___--_______-- - '-_-__ _________-_---------'_- __-' ___' ____' __-_-___ - ____-_---_ _______'_ I ----I-- - --___ --_-_ -_- ____ -' '_ -'__ --___ '__-'-----___'_-~~_-__-_____'_' __ __-_- _-.-_. -- _- - - 1, ..r_�_ :�. ? q 4? ~~�_ Q__ I � SEAL I BUILDING CONSTRUCTION NOTES: wells that serve such openings,provided the minimuorn net clear opening size complies with Tread depth at any walking line, measured a ,.,-.,,`I-.-,.:�' -_-11t distance from a side of the stairway, COMPLY WITH CHAPTER"46" . I . �.DEP 0 GENERAL: SECTION R3Q3 Sections R:3 I 0.1.1 to R310.1.3, and such devices shall beTeleasable or removable from the APPROVED AS NOTED FLOOD DAMAGE PhEVENTION ip %%- LIGHT, VENTILATION AND HEATING shall be unifbrm as specified in Section SOUTHOLD TOWN CODE. ... 11, R303.1 Habitable rooms.All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent inside withiout the use of a key, tool or fbrce greater than that which is required fbr normal DATE-MM ;�'B-P-# - UJ 1. All construction work shall comply with the Building Code of New York State,and the American Forest and Paper < .'. Z, �__,' ofthe floor area of such rooms.Natural ventilation"I be through windows,doors,louvers or other approved FEE: A BY. � 5 . �, Association(AF&PA)Wood Frame Construction Manual(WFCM)for One-and Two-Family Dwellings,2003 SiX, openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily operation of the escape and rescue opening. R314.7 Illumination. All stairs shall be provided with iliun,;'.­aion in accordance with Section 3�� - M- ._­ . ' High Wind Edition. controllable by the building occupants.The minimum openable area to the outdoors shall be 4 percent of the floor area R303.4. NOTIFY 'BUILDING DEPARTMENT AT OCCUPANCY OR I A , 6 being ventilated. 765-1802 8 AM TO 4 PM FOR THE I - .11 2. All work shall comply with the New York State Energy Code. FOLLOWING INSPECTIONS: USE IS UNLAWFUL WVI A. It shall be the contractor's responsibility to submit the size,design, and type of mechanical systems which will be Exceptions: R314.8 Under stair protection. Enclosed accessible spact, un-*.:!r stairs shall have walls, under stair 1. FOUNDATION - TWO REQUIRED ' used in sufficient detail as required by the Building Department. 1. The glazed arms need not bc opcnable where the opening is not ruquired by Section R31 0 and an approved SECT10N R311 EXITS surface and any soffits protected on the enclosed .-idc with 1/2-inch (I 2.7 mm)gypsum board. FOR POURED CONCRETE WITHOUT'CERTIFICATE I B. Insulate all supply&return ducts and piping as required by code. mechanical ventilation system is provided capable ofproducing 0.35 air change per hour in the room or a R314.9 Bulkhead enclosure stairways. Stairways serving bur Jilead enclosures not part ofthe 2. ROUGH - FRAMING & PLUMBING I C. All windows, door sills, openings, etc. shall be caulked and weather stripped. whole-house mechanical ventilation system is installed capable qjrsupplying outdoor ventilation air of 15 cubicfeet per R31 1.1 Exit door required. Not less than one exit door conforming to this chapter shall be provided 3. INSULATION -OF-MICUPANCY - minute(cfin)(7.08 Us)per occupant computed on the basis of two occupantsfor the first bedroom and one occupani from each i dwelling unit. The required exit door shall provide for direct access from the required building egress and providing access fr -,-n :%e outside grade level to the basement 4. FINAL - CONSTRUCTION MUST for each additional bedroom. BE COMPLETE FOR C.O. 3, Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed in the following� habitable portions of the dwelling to the exterior WithoutTequiring travel through a garage. shall be exempt from the requirements of Sectioi-is R.312, R314 and R315 when the maximum ALL CONSTRUCTION SHALL MEET THE locations: 2.'Me glazed areas need not be provided in rooms where Exception I above is satisfied and ailificial light is REQUIREMENTS OF THE CODES OF NEW . , provided capable of producing an average illumination of 6 foutcandles(6.46 lux)over the area ofthe room at a height height from the basement finished floor IeM to gra(",: adjacent to the stairway is covered by YORK STATE. NOT RESPONSIBLE FOR RU�"STORM WATER RUNOIW 1)In each sleeping room. , qf30 inches(762 mm)above the floor level. R311.2 Type of lock or latch. All egress doors shall be readily openable from the side from which 2)Outside of each separate sleeping area in the immediate vicinity of the bedroom. , I egress is to be made without the use of a key or special knowledge or effort. a bulkhead enclosure with hinged doors. TION ERRORS. PLWJSUW TO SECTION 45-IOC 3)On each additional story of the dwefling, including basement and cellars but not including crawl spaces and R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall I -OF THE TOWN CODE. I uninhabitable attics. In dwellings and dwelling units with split levels and without an intervening door between the ; be considered as a portion of an 4oining room when at least one-half of the area of the common wall is open and R311.3 Type and shze. The required exit door shall be a sidehinged door not less than 3 fed , adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the unobstructed and provides an opening of not less than one-tenth of the floor area of the interior room but not less than SECTION R315 HANDRAILS __ lower level is less than one full story below the upper level. 25 square feet(2.32 m2). (914 mm)i in width and 6 feet, 8 inches (2032 mm.) in height. Other exterior hinged or slidi 9 UNDERWRITERS CERTIFICATEI R315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more comPLY WITH ALL CODES OF 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and R303.3 Bathrooms. Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate doors shall not be required to comply with these minimum dimensions. risers. Handrail height,measured above stair treaf d n0sings, shall be not less than 34 inches NEW YORK STATE & TOWN CODES REQUIRED, F1 E 0 conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approval. glazing area in windows of not less than 3 square fi)et(0.279 m2),one-half of which must be openable. (864rom)and not more than 38 inches(965mm). All required handrails shall be continuous AS REQUIRED AND CONDITIONS OF A . . . the full length of the stairs from a point directly above the top riser of a flight to a point -_ Al 1A-somwTOWN ZBA 5. Do not scale drawings. Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation system R311.4 Hallways. The minimum width of a hallway shall be not Im than 3 feet (914 mm). directly above the lowest riser of the flight. Ends shai! be returned or shall terminate in newel /VJn SOUTHOW TOWN PLANNING BOARD CERTIFICATION OF 0 6. The engineer shall be responsible for the content of these drawings only. Ile shall not be held responsible for any are provided. The minimum ventilation rates shall be 50 din(23.6 L/s) for intermittent ventilation or 20 cfm R311.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively posts or safety terminals. Handrails adjacent to a ,ivall shall have a space of not less somo I LD TOwN TRUSTEES NAILING & CONNECTIONS 1� materials,workmanship, means or methods of construction. The engineer shall not be held responsible for the de.;ign or (9.4 L/s) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the than 1-112 inches (38 mm)between the wall and frie landrail. V/_ 99� outside. anchored to the primary structure to resist both vertical and lateral forces. Such attachment R,gQU11RE_D. installation of materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any othet system shall not be accomplished by use of toenails or nails subject to withdrawal. R316.2 Handrail grip size. All required handrails shall be of one of the fbIlowring types or provide N.Y.S.DEC I - 1- not specifically contained in these drawings. R303.4 Stairwdy illumination.All interior and exterior stairways shall be provided with a means to illuminate the stairs, . v equivalent graspability. ::]ECOMSTRUCTION SHALL W including the landings and treads.interior stairways shall be provided with an artificial light source located in the I I WKET THE REWA 7. Electric construction is to conform to the National Electric Code,Residential Code of New York State,Building Code of Type 1. Handrails with a circular cross section shall have an outside diatmeter of at least 1. EMENTS OF THE immediate vicinity of each landing of the stairway.For interior stairs the artificial light sout-ces shall be capable of - New York State,and LIPA. illuminating treads and landings to levels not less than I 0 footcandles(I 08 I x) measured at the center of treads and 1-1/4 inches(32 mm) and not greater than 2 inche., (51 mm). If the handrail is not circular , -- a �e landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top SECTION R312 LANDINGS it shall have a perimeter dimension of at least 4 ic-.hes(102 mm)amd not greater than � W 1 8. Plumbing is to conform to the County and Local Health Department requirements, and Residential Code of New York landing of the stairway.Exterior stairways providing access to a basement from the outsidc grade level shall be 00% 0 State,Building Code of New York State. provided with an artificial light source located in the immediate vicinity of the bottom landing of the stairway. R312.1 Generial. Landings for stairways shall comply with this section. 6-114 inches(I 60 mm)with a maximum cross se(,..I.on dimension Of 2-1/4 inches(57 mm). V of �_ 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State,Building Code Exception: An artificial light source is not required at the top and bottom landing, provided an artificial I I Type 11. Handrails with a perimeter greater than 6-1 1A inches (I 60 mm) shall provide a E N E in �: of New York State and manufacturers specifications. light source is located directly over each stairway section. R31211 Landings for stairways. There shall be a floor or landing at the top and bottom of each graspable finger recess area on both sides of the p,;'tfile. The finger recess sbal I begin &M < Lu 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. R303.4.1 Light activation.The control for activation of the required interior stairwa lighting shall be stairway- . within a distance 314 inch (I 9 mm)measured ver,L,' -ally from the tallest portion of the gl&,d 0 Z Exception: At the top of an interior flight of stairs,provided a door does not swing over ­ ur. LLJ accessible at the top and bottom of each stairway without traversing any steps. 'Me illumination of exterior profile and achieve a depth of at least 5116 ifi�h (8 ,--�,-5!)within 718 inch below the widest �- :) 11. Limitation of Professional Liability: stairways shall be controlled from inside the dwelling unit the stairs. portion of the profile. This required depth shall contit,lie for at least 318 inch (10 mm)to U) (9 By acceptance and use of these plans the owner/builder/agent agrees to limit the liability ofT,ast End Design Associates,LLC., and their draftsmen due to neglect,acts of eiTor, such that the total ag . I Exception: Lights that are continuously illuminated or automatically controlled. R31212 Landings at doors. There shall be a floor or landing on each side of each exterior door. < ggregate li.bility of East Lrd Exception: Where a stairway of two or fewer risers is located on the exterior side of a a level that is not less than 1-314 inches(45 mm) bl-low the tallest pcirtion of the profile. 11J 0 Design Associates, LLC.,and there draftsmen shall not exceed 50%of the total fee for services f;��ndered on this put-qJ401 The minimum width of the handrail above the rec(.,- shall be 1-114 inches (32 rom)toa ,a Alk = . excluding East End Design Associates, LLCA expenses such as blueprint copies,reimbursed fees, etc.. .Pl- R303.5 Required glazed openings. Required gland openings shall open directly onto a strect or public alley, or a yard door, other than the required exit door, a landing is not required for the U) 0 t or court located on the same lot as the buflding. exterior side ofthe door. The floor or landing at a door shall not be more maximum of 2-314 inches(70 mm). Edges shall ba.-P.a minimum radius of 0.01 inch �_ 1 12. All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or er ::) reconstructed without written permission. . . than 1-1/2 inches(3 8 mm) lower than the top of the threshold. (0.25 mm). . 9< 0 R303.5.1 Roofed porches. Required glazed openings may face into aTOOfed porch where the porch abuts a street,yard Exception: Provided that the exterior doorway is not for the exit door required by or court and the longer side of the porch is at least 65 percent open and unobstructed and the wiling height is not less 1. r� 13, Owner/Contractor must verify any site specific requirements for the construction such as flood zone requireineii",ete. than 7 feet(2134 mm). Section R31 1, the step between the landing at an exterior doorway and the SECTION R316 GUARDS ,Pll,�, _�em 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing ,"r,cricid-9 top ofthe threshold shall have a rise not greater than permitted in Sedion I M� R303.6 Required heating. When the winter design temperature in Table R301.2(l) is below 60OF(16'e), R314.2. The dloor, other than an exterior storm or screen door shall not swing over the landing. R316.1 Guards required. Porches,balconies or raised flopr si,-farA-,.s located miore than 30 inches such as Suffolk County Dept. of Health Services,Town Building Departments,DEC,FEMA, etc. Verify all L,,w,rditions, every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room (762 rom)above thefloor or grade below shall have#uaa' -0 less than 36 inches(914 mm) codes, and requirements with such agencies prior to construction. _IV; temperature of 68OF(200e)at a point 3 fed(914 mm)above the floor and 2 feet (610 mm) from exterior R312.2 Size. Trbe width of each landing shall not be less than the stairway or door served. Every in height. Open sides of stairs with a ttvtal rise of mo,e than �'so inches(762 rorn)above the km= , . - walls in all habitable rooms at the design temperature. landinig shall have a minimum dimension 086 inches(914 mm) measured in the direction Afflolk : 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or ' " of travel. floor or grade below shall have guards not less thw34 inches (864 nun) in height measured . i exceeds the Building Code of New York State,and the American Forest and Paper Association(AF&PA)Wood Frame vertically from the nosing of the treads. U Construction Manual(WFCM)for One&Two Family Dwellings, 2003 SBC High Wind Edition. SECTION R313 RAMPS . ISECTION R304 MINIMUM ROOM AREAS / R316.2 Guard opening limitations. Required guarf,l-, on open sides of stairways, raised 116. Acceptance of these drawings does not authorize the right to build without the authorization of local governing ag-mcies, �4 R304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less R313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units floor areas, balconies and porches shall h�,we intermediate rails or 0mamental ` such as Suffolk County Department of Health Services,Town Building Departments,DEC,FEMA, etc. Verify all horimntal (12.5-percent slope). : / Conditions, codes,and requirements with such agencies prior to construction. than 120 square feet(I 1.2 m2)of gross floor area. closures that do not allow passage of a spli;,-re 4 inches (102 mm)or more in / . R304.2 Other rooms.Other habitable rooms shall have a floor arcaornot less than 70 square feet(6-5 m2). R313.2 Handrails required. Handrails shall be provided on at least one side of all ramps diameter. A : 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. exceeding a slope ofone unit vertical in 12 units horizontal (8.33-percent slope). Handrail Exception: The triangular openings formed by the riset, ,read and bottom rail of a guard at the I . Exception:Every kitchen shall have not less than 50 square feet(4.64 m2) of gross floor area. height, measured above the finish surface of the ramp slope, shal I be not less than 34 open side of a stairway are permitted to bt- ,T such a size that a sphere 6 inches � � GENERAL NOTES: 1 inches (864 mm)and not move than 38 inches(965 mm). Handrails on ramps shall comply (152 mm) cannot pass through.R304.3 Minimum dimensions. Habitable rooms shall not be less than 7 feet(2134 mm)in any horizontal with Section R315.2. I CARPENTRY: dimension. R313.3 Landing required. A minimum 3-foot-by-3-foot(914 mm by 914 mm) landing shall be , __ ,91z ; Provide double joists under all partition walls unless otherwise noted. provided: r.!r, I . Provide typical energy comers+interior/partitions. Exception: Kitchens. 1. At the top and bottom of ramps. . . .1 . Fireplace-provide support for hearth as required. 2. Where doors open onto ramps. 11 ,, . a � I Sill plates are to be 2" x 6"treated 40 year CCA with sill sealer. R304.4 Height effect on room area. Portions of aTOOMwith a sloping ceiling measuring less than 5 fed . I . 3. Where ramps change direction. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �Provide sill sealer-below termite shield. (I 524 mm)or a furred GROUND WIND SEISMIC SUBJECT TO DAMAGE IFROM WINTER ICE SHIELD . N I n I | � SECTION R314 STAIRWAYS SNOW DESIGN FROST LINE DESIGN FLOOD C=. rA * : 2"x 4" - 16" oc interior walls-unless noted otherwise. LOAD SPEED (mph) CATEGORY WEATHERIN E-PTH TERMITE DECAY TEMP. MENT REQUIRED CATEGORY =, � �� . I ceiling measuring less than 7 feet 6 inches(2286 mm) from the finished floor to the fini4ied ceiling shall 31-0. - I C= �2 . All wall studs are to be#2 or better Douglas Fir-Larch. 45 Ibs/sqft , 120 (mph) B SEVERE al__!� MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C --lies 6 : . All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. not be considered as contributing to the minimum required habitable area for that room, g:K�t as pEovided R314.1 Width. Stairways shall W be less than 36 inches(914 mm) in clear,width at all points 1 4 . Provide solid blocking beneath all bearing points above the permitted handrail height and below the required headroom height. Handrails DESIGN CRITERIA Eshall not project more than 4.5 inches(I 14 mm)on either side o I �2E .%-to � Provide structural metal connectors as required in all conditions as per state and local codes. fthe stairway and the Q . - . / PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS I a . Openings to have(2)2 x I 0 headers -unless otherwise noted. SECTION R305 CEILING HEIGHT minimum clear width ofthe stairway at and below the handrail height, including treads � (in pounds per square foot) 2 .1 i �I :Lag bolt all steel columns to girders in cellars, crawl spaces and basements. and landings, shall not be less than 31.5 inches (787 mm.) where a handrail is installed W In Q 4 on one side and 27 inches(698 mm)where handrails are provided on both sides. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD 810 .0.-. R305.1 Minimum height. Habitable rooms shall have a ceiling height of not less than 7 feet 6 inches ! . 9 ro m all have a ceiling height Exception: The width of spiral stairways shall be in accordance with Section R314.5. USE i ,� =1/2" cdx exterior wall sheathing L (2286nim). and hallways, corridors,bathrooms, toilet rooms, and laundr-y o S sh EXTERIOR BALCONIES 60 10 .I � o.w> :, a IProvide fire blocking in all walls and floors as required by state and local codes. of not less than 7 feet(2134 mm). R314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches (209 mm)and the ­ r i The required height shall be measured from the finish floor to the lowest projection ftom the ceiling. minirnum tread depth shall be 9 inches(229 nm), The riser height shall be measured I RESIDENTIAL I R-3 DECKS (f) 40 10 OWNERSHIP AND USE OF DRAVANGS: : CONCRETE: I � Exceptions: TYPE OFCONSTRUCTION (CHAPTER 6) Thew drawIngs and specifications Including : Contractor is to verify soil load bearing capacity prior to construction. PASSENGER VEHICLE GARAGES (a) 50 (a) 10 the Idecs, design and orrangements . Strength of walls= 3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. ropmented thtmin, are the property of . TYPE GROUP Eae End Design Anoctates, LLC. No part i thwv& shall be copied, disclosed to i All footings, foundations,etc. shall rest on undisturbed soil. ATTICS WITHOUT STORAGE (b,e) 10 10 othem or usW in conneedon w1th any I I 1. Beams and girders spaced not less than 4 feet(I 219 mm)on center may project not more than 6 inches vertically between leading edges of the adjacent treads. The tread depth shall be t Footings shall be 48"below finished grade -minimum. I vvork or prolni other ftn for which they | (I 52 mm)below the required ceiling height. V B ATTICS WITH STOR 'Tte been prepared wfthout w1ften . All footings, foundations shall be formed. : measured horizontally between the vertical planes of the foremost projection of . AGE (b,e) 20 10 cwa@M of East End Design A=ocictes, . ! 2. Space in basements. other than habitable space, may bave a ceiling that p1qjects to within 6 feet, 8 inches U.C.Provide reinforcing buttress'on any wall over 20'long, T-O"below final grade. HEIGHT AND FIRE AREA | (2'-O"x 8"with 3-#5 rebar on 16"x 8" concrete footing) (2032 mm)of the finished floor; and beams,girders, adjacent treads and at a right angle to the tread's leading edge. The walking surface ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT NO- ! ing and Damp proofing-as per section R406 of the State Building Code. ducts in such �wce or oth - | Foundation Waterproof er obstructions may project to within 6 feet, 4 inches(I 931 mm)of the fmished fe (2134- SLEEPING ROOMS i I floor. 3. Habitable�pgce in basements mgy have a ceifing that proiects to within 7 et mmlof the of treads and landings of a stairway shall be sloped no steeper than one unit vertical HEIGHT FIRE AREA 866-2005 30 10 DRAWN BY. I I ELECTRICAL: finished floor: and beams. girders. ducts or other obstructions may pLoject to within in 48 units horizontal (2-percent slope). The greatest riser height within any flight of ! Keep boxes 5"minimum from edge of box to rough opening. 6 feet, 8 inches (2032 mm) of the finislied floor. stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread THE VERTICAL DISTANCE STAIRS 40 (c) 10 SC&E: I Electric construction is to conform to the National Electric Code,New York State Building Code, and LIPA. 4. Not more than 50 percent of the required floor area of a room of space is permitted to have a sloped I. Provide smoke detectors as per state and local codes. ceiling less than the required height with no portion of the required floor area less than depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch GUARDRAIL AND HANDRAILS (d) ! AS PER SECTION 502 OF I � THE BUILDING CODE OF I Supply pipes in walls(for toilets)at 3" from plywood. R314.2A Profile. The radius of curvature at the leading edge ofthe tread shaU be no greater I I \ Plumbing is to conform to the county and local health department requirements and New York State Code. SECTION R310 than 9116 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 mm)but not more I Ail waii stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. I EMERGENCY ESCAPE AND RESCUE OPENINGS L-1 -1__ I a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- ! INCH AREA. , than 111/4 inches(32 mm) shall be provided on stairways with solid risers. The LUMBER SPECIES AND GRADE I . R31 0.1 Emergency escape and rescue openings required. Basements with habitable space and every greatest nosing projection shall not exceed the smallest nosing projection by more ALL HOUSE FRAMING MATERIAL H #2 AND BETTER b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. '-I sleeping room shall have at least one openable emergency escape and rescue opening. I c) INDIMDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY , than 318 inch (9.5 mm)between two stories, including the nosing at the level of 'Ile: Where emergency escape and rescue openings are provided they shall have a sill height of ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTlNG .1 I not more than 44 inches (I 1 18 mm) above the floor. Where a door opening having a floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers I ARE INCHES, W11CHEVER PRODUCES THE GREATER i i , I threshold below the adjacent ground elevation serves as an emergency escape and rescue shall be vertical or sloped from the underside of the leading edge ofthe tread above . opening and is provided with a bulkhead enclosure, the buMead enclosure shall comply � d) A SiNGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN � at an angle not more than 30 degrees ftom the vertical. Open risers are permitted, ACCORDANCE VATH SEC .� I I 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 provided that the opening between treads does not permit the passage of a 4-inch e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ` inside. Emergency escape and rescue openings with a finished sill height below the adjacent diameteff (I 02 mm)sphere. TABLE R402.2 < ground elevation shall be provided with a window well in accordance with Section R310.2. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE I Exceptions: I R310.1.1 Nlinimurn opening area. All emergency escape and rescue openings shall have a minimum net clear 1. A nosing is not required where the tread depth is a minimum of I I inches(279 mm). i I MINIMUM SPECIFIED � 1 2. The ofpening between adjacent treads is not limited on stairs with a total rise 30 COMPRESSION STRENGTH (o) (fc)opening of 5.7 square feet(0.530 m2). I inchess(762 mm) or less. CR AV&IE���-NA ^ . NCRETE CONSTRUCTION WEATHERING POTENTIAL � � I Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet R314.3 Headroonn. The minimum headroom in all parts ofthe stairway shall not be less than FIRST FLOOR NA SEVERE (b) � - (0.465 m2). 6 feet, 8 inches, (2032 mm)measured vertically from "the sloped plane adjoining the SECOND FLOOR NA -I BASEMENT WALLS, FOUNDATIONS AND OTHER i I R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches tread nosing or fi7orn the floor surface of the landing or platform. THIRD FLOOR NA C*NCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) i R314.4 Winders. Winders are permitted, provided that the width of the tread at a point not BALCONY NA NOTM: more than 12 inches(305 mm) from the side where the treads are narrower is not less ATTIC (HOUSE)(a)- NA B)ASEMENT SLABS AND INTERIOR SLAB ON WIND-BOURNE DEBRIS ANALYSIS -.-- ATTIC (HOUSE)(b) NA GBRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) Design Is to be as follows: R310.1.3 Minimum opening width. The minimurn net clear opening width shall be 20 inches than 10 i��ches (254 mm)and the minimum width of any tread is not less than 6 inches GARAGE NA WIND-BOURNE DEBRIS ANALYSIS (508 mm). AT71C (GARAGE)(c) NA I 1. Roof rafter ownedions from rafter to 1 (152 mim). The continuous handrail required by Section R315.1 shall be located on the B�ASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND rldge and rafter W plate to be 20 gage NA I O)THER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER strapping with a minimum of six(6)8d R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from side"ere the tread is narrower. NA 3.000 (d) nails Design is to be as follows: 2. Roof sheathing to be 112 Inch at 16 Inch the inside of the room without the use of keys or tools. SUNROOM (HEATED) NA rafter spacing-nalling as requIred for R314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means DECKS NA P(ORCHES, CARPORTS AND STEPS EXPOSED TO bw1c nalling and shear mquirements 1. Roof rafter Gonnections from rafter to ridge and rafter to plate to be 20 gage strapping wit,") a TI­HE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) 3. Walls-8 foot high-2 x 4 at I 6'on '! of earess from a habitable room. a basement or an attic. provided the minimum tread width S NA center or 9 W to 10 foot high use I minimum of six (6) 8d nails R310.2 W-mdow wells. Window wells required for emergency escape and rescue shall have shall be 26 inches (660 mm)with each tread having a 7-1 I2-inch (I 90 nun)m inimum tread NA 2 x 6 ai 16"on center 2. Roof sheathing to be 1/2 inch at 16 inch rafter spacing - nailing as required for basic nailiog 4. E)derior two atory walls to be engineered horizontal dimensions that allow the door or window of the emergency escape and rescue dMth at .12 inches(305mm) fi-om the narrow edge. All treads shall be identical, and the rise POOL HOUSE/ CABANA 395 sq. ft. I SQUARE INCH + 6.895 kpa design as requimd and shear requirements opening to be fully opened. The horizontal dimensions of the window well shall provide a shall be no more than 9-1/2 inches(241 mm). A minimum headroom of6 fed, 6 inches E NA __J (a,3) AT 28 DAYS PSI I This building has been designed as a padally 3. Walls - 8 foot high - 2x4 at 16" on centeror9footto 10foothigh use 2 x6 at 16" on center I eWosed sbueWre as defined by the Now Yo* minimum net clear area of 9 square feet(0.84 m2) with a minimum horizontal projection and (1982 mm) shall be provided, A Wiral stair is not pgMitted to be the only means of e (a) WITHOUT STORAGE (b')) SEE TABLE R301.2(l) FOR WEATHERING POTENTIAL State Building Code.The glazIng Is not required 4. Exterior two story walls to be engineered cFesign as required from a gQ I width of 36 inches (914 mm). a of a building. (c�) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING to be Impact res1stant to wind-boume debris. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) This building has been designed as a partially enclosed structure as defined by the New York St&te Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a R314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than (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. 1 12 inches(305 mm) from the side where the treads are narrower of not less than I I inches i Building Code. The glazing is not required to be impact resistant to wind-bourne debris. . (e)) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. i maximum of 6 inches (152 mm.) into the required dimensions of the window well. I � (279 mm)and the minimum depth of any tread shall not be less than 6 inches(152 mm). I i _ R310.2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (I I I 8 mm) _ . shall be equipped with a permanently affixed ladder or steps usable with the window in the fidly open position. Ladders or steps required by this section shall not be required WANNG THE � to comply with Sections R314 and R315. Ladders or rungs shall have an inside width of at least 12 inches (305 mill), shall project at least 3 inches (76 mm) from the wall and shall be spaced not more than IS inches (457 mill) on centa vertically for the full height of the NOTES window well. & 1 R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. LOCATION OF ; The bulkhead enclosure with the door panels in the fully open position shall provide the HOLD DOWNS minimum net clear opening required by Section R3 I 0.1.1. Bulkhead enclosures shall also j comply with Section R314-9. FOR WINDLOADS 11, jr R310.4 Bars, grills, covers and screens. Bars� grills, covers, screens or similar devices are permitted I er and rescue openings, bulkhead enclosures, or window SHEU NUMBM: ! ,' GN I I - - . B . . I - I 1-1 _ » - - � - , 2{ i SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE AMIMIA H ALTERNATE RIDGE STRAPPING sfu TWO 8d NAILS THIS DETAIL TO BE USED IN ALL SIDE OF TRUSS. CATHEDRAL LOCATIONS. . . o . Table 5.21 Top Plate Splice Requirements for Wind - Exposure B & C tug TOTAL FOUR A MINIMUM OF SIMPSON MSTA24 STRAP TiE xp Table 3a22D H®gel®r Spans for Exterior Loadbearing Walls " FASTENERS ALLOWABLE LATERAL WITH 8d NAILS TWO Bd NAILS THIS TO BE INSTALLED 16" cc One-Story Slab-on-Grade » (SUpporting a Roof Ceiling,and Two Center Bearing Floors) , • fv' - INTO TR S� OF �JSS (ON EVERY RAFTER) Mmimam lice tt ' ' ;;-"� :' MODEL GA UPLIFT UPLIFT CODE - - N0. TO AVG (133/180) NAILS REF. • • ti • 2* - - _ RAFTERS/ TO TO ULT. �i TOTAL FOUR . • • BrrtldirsaDimeasice R) UAAI TRUSS PLATES STUDS (133) (160) F F2 (133& / 8d NAILS INTO TRUSS 12. 3 ` NOTE: REFER TO SIMPSON WOOD CONSTRUCTION PROVIDE 2x6 COLLAR TIE 16 4 Dead Load Aaturnptiaas: Roof/Ceilin Assembly DL:211 •r�: ,_���-,�� H7 16 4-8d 2-8d 8-6d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND UNDER RIDGE - 16 cc. 20 s g PROPER INSTALLATION PROCEDURES (/ s:s. FAICE NAIL USING (4) 10D NAILS 24 r; Roof Live Loads s a a TO i EACH END OF COLLAR TIE {hound Snow Load I H6 16 8-8d 8-8d 3983 915 950 650 5, 44 UNIDER RIDGE - 16" oc. ° 20ptf 30 psf SO ^» y 32 g psf 70 psf - r T • 36 9 Building width(ft) DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) g F1 o a o o 11 12 24 36 12 24 36 12 24 36 l2 24 36 's (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TO • ° o o ° ser 13 Maximum Header/Girder Span for Common Lumber Species:,' 60 16 Headers Su 70 19 _ Supporting Size (ft.-in.) (R-in.) (ft.-in) (R-in.) (R.-in.) (ft.-in) (ft-in.) (R•in.) (ft.-in) (R-in.) (ft.-in.) {ft:in.) MODEL GA AVG s CODE TE • 1 N0. AX. ULT. LFTA LFTA REF. EIGHT TVO • Roof.Ceiling,D PAN L QTY DIA 1 J" 2" 21" 3" 3r 1 " 2 2j- 3 31* Bd NAIL 8d NAIL 8 2-2x4 3-2 2-6 2-1 3•{) 2-4 2-0 2-9 2-2 1-10 2-? 2-0 1 -9 INTO DETAIL "A" Tabul"splice lengths assume top Plats•te•Iep plate a m+actioa using 2-16d 1';wu Center 13tarittg INTO e• trolls Per foot:For Aft-lat spike{estetha,the nail gmmg shall be nduoW in 2-2x6 4-8 3-8 3-1 4.5 3-5 2-11 4-0 3-2 2-9 3-9 2-11 2-6 ' STUD Simpson Strong-Tie PLATES LFTA 16 2j" 17" 38j"16-10d - 4200 1205 1400 5, 44, 85 H7 EIGHT Bd NAIL r order to provide ro i4 Wv��bcr of a& Floor 2-2x8 $-1 l 4-? 3-11 5-? 4- Tabulated spline�id+s swans a buadiaR looted in r..Wosm B. 4 3-R 5-I 4-I 3-5 4-9 3-9 3-2 "Ot 2-2xi0 7- NT ' Talxtlsted splice kosft ars based on afoot wall he:ghts.For other wall heigbu STUD Simpson Strong-Tie 2 S-7 4-9 6-10 5.4 4.6 fi-3 4-11 4.3 5-9 4-6 3.10 DOUG-FIR FIR LARCH / S0. S H7 K the Wmlared unit lateral toed:shag be multiplied by M. 2-2x 12 8-4 6-6 5-6 7-11 6-2 5-3 7-3 5-9 4-11 6.8 5-3 4-6 FASTENERS2 ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 1," CODE LFTA Top places shall be a minimum of stud grade nun:ial. 7_- s_ 3-2x6 � 9 4-10 ?-0 5-5 4-7 6-5 5-1 4-4 5. 11 4.8 4.0 Top Plate Splice Requirements for Wind - Exposure B & C - All Other Cases 3-2xlo 9.0 7-0 6-o 9-6 6-8 5-8 i-so 6.2 5-� 7-2 5-B 4.10 ULT. • 10d 10d x 1�" (133 / 160) (133) (160) LFTA _ 3-2x12 10-5 8.2 6-11 9-11 7-9 6-6 9-1 7-2 6-1 9-4 6-7 5-7 LFTA _. -_ MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 DETAIL "M" Building Drmeorim(it) mnimum Spline Leapth(11}'17-:.' 4-2x R 8-6 6-8 5-8 8- 1 6-3 5-4 7-5 5-10 5-0 6- 10 5-4 4.7 4-2x10 10-•5 8-1 6- 10 9.10 7-B 6-6 9-0 7-2 6-1 8-4 6-7 5-7 12 2 4-2x12 12.1 9-1 8-0 11-5 B-11 7-7 10-5 B•3 7-1 9-8 ?-7 6-6 Ib 3 20 4 Maximum Hcader/Girder S for Glued Laminated Beatns`s MTS20 20 14-10d 14-10d x 1 ' 3116 1000 840 1000 3, 41, 128 - - 24 4 29 S Size (R-in.) (R:in.) (ft.-in) (R-in.) (R-in.) (ft.-in) 01.411.) (R.-in.) (R,-in) (ft-in.} (ft.-in.) (R-in l LST20 20 12-10d• 12-10d x 1 1" 2383 775 720 720 3, 41 32 6 S6 7 3x5.300 6.4 4-3 3-3 6-2 4-2 3-3 5-4 3-8 2-lt 4-B 3-3 2.7 DOUG-FIR-LARCH I .' 40 a 3x6.875 7.11 5-3 4-1 7-9 5-2 4-0 6-8 4-7 3-8 5-10 4- 11. 3-3 - SO. PINE CODE SHEATHING NOTES: �0 10 TYPE OF DIRECTION ALLOWABLE A REF. 3x8-250 9-6 6-4 4-1 1 9-3 6-2 4-10 9-0 5-7 4-5 T-! 4- l l 3-I 1 MODEL CONNEC- OF LOAD ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE 60 12 N0. TION FLOOR ROOF (133/ ! ' 70 14 3x9.625 I I-1 7-5 5-9 10-10 7-3 5-8 9-4 6-6 5.2 8-3 5-9 4- , 100 125 160 NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER so 16 3x11.000 12-8 8-5 6.7 12-4 8-3 6.5 10.8 7-5 5-11 9-5 6-6 5-3 ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL Uj G 515 645 870 •� Tabnlatcd splice lengths assume top pl►te•to-top plate councehoo u.ing 2-16d 3x 12.375 14-4 9-6 7•S 13-11 9-4 7-3 12-0 8-4 G-K 10-7 1-4 5.11 LTP4 5 J 515 645 670 60 39, s7 I (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC nail%par fmt For shormsplice lengths,the rail spacing shall bereduced:n , x13.750 15-I1 10-7 K-3 15-5 10-4 8- 1 13-a 9-3 7.4 11 -9 8-2 6-7 H 515 645 670 HIGH WIND EDITION, ardatoprovide enequivalmtnumb«ofnsiU. r nbulated splice leng&s asmme n bullding located in Exposure B. 3x 15.121 M I 1-7 9- 1 a 11-4 8-10 14-9 10-2 8-1 12-11 9-0 7-3 Tabolated splice lengths are based on B foot wall heights-Far other wn1I heights, MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''''a(DF/SP) (133) HOEDOWN HOEDOWN o°e• ' 3xI6.500 a 12-8 9- 10 ❑ 12-5 9-8 0 1 l-1 H- 10 14- I 9.10 7- !0 -� DEFLECTION CODE (1) SHEATHING TO BE NAILED TO CCA SILL IL the tabulatedunit lateral foadsshall bemultipl:edbyR11. 3x17.875 n 13-9 10-8 12 t3.5 t0-6 n 12- 1 9-7 15-3 9017 8-6 MODEL CHIN AVG LENGTH OF BOLT as ATFHGHESN AT HIGHEST REF. I; ° • 2 SHEATHING TO EQUALLY SPAN IST ANC) 2ND FLOOR BOX BEAM 4 Top plates shall be a minimumof"grademawial. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE e ° ( ) 3x 19.250 a 14-9 11 -6 a 14-6 11-4 0 l2-1( 10-4 Q 1 l•5 9-2 O BASE BODY HB 4 SB W H B So CL DIA5-a DLT: DESIGN LOAD DESIGN ° ,° (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Top PlneS;hcebenth QTY DIA 11' 2" 2r 3" 3j' 5r LOAD WHEN RAISED OFF l ° 3x20.625 a 15-10 12-4 a 15-6 12-1 a 13-10 11-1 a 12-3 9. 10 r THE SILL PLATEr (4) SHEATHING TO BE NAILED TO TOP PLA-TE 3x220oo a a 2 2j" 8" 2&" I' 1 j" r 2 r 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 832 I 13-2 a a 12- 11 a i d-i 0 L] -9 0 13 ] l0-6 Q HD2A 16 12 41�" �� i 5x5.500 8-1 6-1 4-10 7-11 6-3 4-9 7-0 5-7 4-4 6-4 4-10 3-9 W NOTE: 5x6.874' 10-1 8-0 6- 1 9-11 7-9 6-0 R-9 6-11 5-4 7-11 6- 1 4-8 LU < 7 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT A ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 5x9.625 14-2 I1-3 8-G I3-10 t0-11 8-4 12-3 9-9 '-6 11-1 8-6 6-7 O z NO. AVG DF SP CODE '. HAVE A CAPACITY EQUAL TO OR GREATER; THAN THE REQUIRED 7 t"L W L STUD PLATE ULT. (133) (1 so) REF. '. AMOUNT CALCULATED FOR EACH CASE. 5x11.000 a t2-10 9-9 15-10 12-5 9-6 14-0 11 -1 8-7 12-8 9-8 7-6 W 5x12.375 a 14-5 11-0 a 14-0- 10-9 15-9 12-0 9-8 14-4 10-11 R-G '�'^^ Sx1S,125 a 0 13-5 a n I3- 1 a 15-3 11-10 a 13-4 10.4 V! SP4 34" 7 " -10d x 1}" 917 735 885 7, 40, 127 L T P 4 DETAIL "B" NOTE: u 5x 16 500 ° 0 14-17 a a 14-4 4 a o 12-11 a 14-6 1 l-3 Q DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE O MODEL PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS Maximum allowable heAdl47 irdcr s L T P 4 1; pan exceeds l G feet,tipxns etc limited to i b feet. LLJ NO. GA W L NAILS o (133) (160) REF. REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, TahulAted 100 spans are based on ft2 Cirnde Hem-Fir,and are applicable to s ecies with equal or , P q greater Ft anti F from the Supplement(i.e., LSTA21 20 1 " 21 - 905 1205 1295 7 40 90 Simpson Strong-T l e AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) Douglas Fir-Larch,Southern Pine,or Spntec-rine-Fir). For#3 Grade lumber,spans shall be multiplied by 0.75. 0U MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 2Tah:tlxtedspans assutne24Fcombination glulam. }- NO. GA w L NAILS 1 OFLOOR (133) (160) REF. Floor-t o-Floor Connections FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 3 The number of jack stud,required at each end of the h-der shall be determined from Table 3.22F. MSTA24 18 11" 24 - 1025 1370 1640 7, 40, 90 U TOTAL ALLOWABLE TENSION LOADS NAIL CODE NOTE: MODEL L END FASTENERS EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE Table 5.22E Header Spans for Exterior Loadbearing Walls GA CUT LENGTH (TOTAL) t s SPACING REF. (LENGTH L (100) (133 / 160) cc. NOT BEEN RETAINED TO INSURE PROPER IINSTALLATION OF ANY AMERICAN FOREST&PAPER ASSOCIATION (SupportingaRoof,Ceilin p OF ROLLIN A R NOTE: ALL HANGERS TO BE USED ON THIS PROJECT MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. g,and Two Clear Span Floors) CS16 150' 14" 18 CLEAR SPAN +31" 28-8d 1235 1650 2jV 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION Table 3.22A Header Spans for Exterior Loadbearing Walls -__ Dead Load Assumptions: Rool7ceilingAssemblyDL-20 f NO. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET >�+ W H B 10d 16d JOISTS ULT. 133 (160) 1od 16d 1od 18d 10d 16d REF. OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, (Supporting a Roof and Ceiling) Roof[ave Load Ground Snow Load ( ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3&* 4r 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 20 psf 30ptf 50 psf 701rsf HUS210-2 14 3i" 93�' 2 8-16d 8-1sd 8076 1755 2105 1650 1900 2065 1, 36 84 122 PROVIDE (1) HGA10KT ON WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY 'Building Width(R) SIDE OF CEILING JOIST Dead Load Assumptions: RoofK tiling Assembly DL-20 psf 12 24 36 12 24 36 12 24 3G 12 24 36 DOUG-FIR LARCH/SQ. INE ALLOWABLE LOADS AND ON SIDE OF RAFTER DWELLINGS, 2001 SBC HIGH WIND EDITION. MODEL FASTENERS AVG FT LATERAL CODE Rtxsf Live Load Ground Snow Load Maximum HeadtzK'ritder S for Common Lumbar Spociest' UPLIFT (133/160) REF. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO 2opmf 30 psf 5o psf ;0 psf HeadersS N0. GA ULT. P P Supporting sin (ft.-in.) (ft-in.) (R-in.) (R•in.) ((t-in.) (ft:in) (ft.-in.) (R-(n.) (R.-in.) (&-in.) (R.-m.) (ft.-in.) TO RAFTERS TO PLATES TO STUDS (133) (160) F Fa 160 GABLE STUDS (SEE LAYOUT). Building Width(ft.) Roof,Ceiting,end HGA1 OKT 14 4-SDS}"x1 j" 4-SDSrx3" 1523 435 435 1165 940 12 24 36 12 24 36 ]2 24 36 12 24 36 Two Clear Span 2-2x4 2.9 2-0 1-7 2-6 1-11 1-7 2-6 I- LO 1-ii 2-5 l-10 1-6 ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. Maximum HeaderK3irderSpunsfor Common Lumber Species-3 Floors 2-2x6 3-11 2-11 2-6 3-8 2- 10 2-4 3-7 2-9 2-4 3-7 2-8 2.3 2-2x8 4-11 3-9 3-1 4-8 3-7 3-U 4-7 3-6 2-11 4-6 3.5 2-10 Headers,Sup wrtutg Sipe {ft.-inJ {(L-ir ) (ft.-in) (R.-in.} {fl.-in. } (ft.-in.) (ft-in.) (R.-i n.) (ft.-in,) (ft.-in.) (A.•tn.) (ft.-in.) 2-2x10 6-1) 4_7 3-10 5-9 4-4 3-8 5-7 4.3 3-7 5-6 4-2 3-6 Roof and Ceiling 2-2x4 4.9 3-1 3-0 4-2 3-2 2-8 3-6 2-8 2-3 3-1 2-4 2-0 Z-2x12 7-0 5-3 4-5 6-8 5-0 4-2 6-6 4-11 4-1 6-4 4- 10 •1-0 USE A • 2.2x6 6-I1 5-3 4-5 6-1 4-7 3-11 5-2 3-11 3-4 4-6 3-C, 2-II 3-2x8 6-2 4-8 3-11 5-10 4-5 3-9 5-9 4-4 3-8 5-7 4-3 3-7 TVOBd NAILSIMUM MTS20 L_ TS2O 2-2x8 8-4 6-7 5-7 7-8 5-10 4-11 6-6 5-0 4-: 5-9 4-5 ?-K 3-2x10 7-7 5-8 4-9 7-2 5-3 4-6 7-0 5-4 4-5 6-10 5.2 4-4 TWD Bd NAILS THIS 2-2x10 10-8 8-1 6-9 9-4 7-2 6-0 7-11 6-1 5-1 7-0 5-4 4 6 3-2x12 8-9 6-7 5-6 8-4 6-3 5-3 8-2 6-2 5-2 8-0 6-0 5.1 SIDE OF TRUSS. TOTAL FOUR ° /• 0 0 ° 2-2xI2 12-5 9-5 7- 10 10- 10 8. 3 7-0 9-2 7-0 5.11 8-2 6-3 5 3 '1-2x8 7-2 5-5 4-6 6-9 5-2 4-4 6-8 5-0 4-2 6-6 4-11 4.1 3-2zd II-0 8-4 6- 11 9-7 7-4 6-2 8-2 6-3 5-3 7-2 5-6 4-B 4-2at10 8-9 6-7 5-6 8.3 6-3 5.3 8.1 6-2 5-2 7-11 6-0 5.0 8d NAILSTU o° 3-2x10 13-5 10-2 8-6 11-9 8.11 7-6 9-11 7-7 6-5 8-9 6-9 5.8 4-2x12 10-1 7.8 6-5 9-7 7-3 6-1 9.5 7-1 6-0 9-2 7-0 5-10 INTO TRUSS SIMPSON 3-2x12 15-7 11 -9 9-10 13-7 10-4 8-9 I 1 -6 8-10 7.5 10-2 7-10 6•t Maximum HeadariCilirder S s for Cilucd Lamina to T' TAKE-UP WASHER 4-2x8 12-8 9-7 B-0 11-I R-1 7-I 9-5 - - pmt ted Beams 1-2 6-0 8-4 6-4 5-t size (fl.-in.} (fl.-in.) (R-in.) UL-iro {fl.-m) (ft..at,) (R4n.) (8.-in.) (ft.in.} (ft--in-) (ft:ia) (R-in) 4-2x10 15-6 11.8 9-9 13-6 10-4 8-8 It -6 8-9 7-5 10.2 7-9 6-6 �+ 3x5.500 4-9 3-1 2.5 4-B 3-1 2-5 4-6 3-0 2.4 4-4 2 I1 2-4 •/ 4-2x12 :: 13-7 11-4 15.8 12-0 10-1 13-4 10-2 R-T I1 -9 9-0 7-? 3x6.875 5-II - •/� 3 10 3-1 S-10 3-10 3-0 5.7 3-9 2-11 S-5 3.7 2- 10 C) Mzxunurr Hauler/Girder Spans for Glued Laminated Beams 3 3x8.250 ?-1 4-8 3-9 7-0 4.7 3-8 6-9 4- Ln Simpson Strong-Tie 5 3-6 6-6 4-4 3-5 TWO • • ARTj'x12 ,• HGA10 Size (f.4n.) (IL.-in.) (ft.-in.)Fft-in.) (R.4n.) (R-in.) (R-in.) (R-in.) (ft.-ice.) (11-in.) (&-in.) (it-in,) 3x9,625 9-3 5-5 4-3 8-2 5-4 4-3 7-10 5-2 4-1 7-7 5-1 4-0 � 8d NAIL 3x11.000 9-6 G-2 4-i1 9-4 6.1 4-10 9-0 5-11 4-8 8-8 S-9 4-7 Z INTO ° 3xS.5W 8-4 6-I1 5-9 7-5 6.3 1-0 6-3 S-) 3-11 5-7 4-2 3-3 t--t PLATES •p a 3x6.875 10-5 8-8 7-2 9.3 7-10 6-3 7- 10 6-5 4-10 7-0 5-3 4-1 3x12.375 10-9 7-0 5-6 10-6 6-ll 5-5 ]0-1 6-9 5-4 9-9 6-6 5-27`'` r/) E 3x13.750 11-10 7-9 6-1 11-8 7-8 6-1 it-3 7-5 5-ll 10-10 7-3 5-9 WA � 3 EIGHT ° j SP43x8.250 12-6 10-4 8-7 !I-2 9-4 7-6 9-5 7-8 5-10 8-5 6-4 4-10 •• 3x9.625 14-7 12-1 10-0 13-0 10-11 8-10 II -0 9.0 6-10 9-LO 7-4 5.8 3x15.125 13-0 8-6 G-9 12-10 8-3 6-8 12-4 B-2 6-6 12-0 7- ll 6-4 €" 5 Sd NAILS.,-,:IDETAIL K 3x 16.500 14.2 INTOII II STUD °' 3x11.000 a 13. 10 11-5 14.10 12-6 10-1 12-6 10-3 7-9 11 .2 8-5 6.6 9-3 7-4 14-0 9-2 7-3 13-6 g- 11 7-1 13-0 8-8 6-11 3x17.875 15-5 10-1 7-I1 15-2 9-11 7-10 14-7 9-8 7-8 w o° 3x12.375 c 15-7 12-11 a 14.0 11-4 14-1 11-6 8-9 12-7 9-6 7.4 14-2 9.4 7-6 ��ocZ H - os v 3x19.250 n 10-10 B-7 O 10-8 8-6 15-9 10-5 8-3 15-3 10-1 B-0 m� 6- 3x13.?50 14-4 0 15.7 12-7 15-8 12.10 9-9 14-0 10 G K-I o LFTA L_ S T A 21 0 3x15 125 c il 15.9 n a 13- 10 a 14-1 10-8 15-5 11 -7 8-i, 3x20.625 0 11-7 9-2 a 11 -6 9-t - It -2 8-IO 0 IU-10 8-7 CL In a 3x22.000 a 12-5 4-9 0 12-3 9-A c 11-10 9-S n 11-G 9-2 3x1ti.500 c o a o u 15-1 n 15-4 I1 -8 c I2-7 9 9 5x5.500 6-7 4-7 3-6 6-6 4-6 3-5 6-4 4-4 3_ a S TU "- 3x17.675 r. 0 o a a u o a 12-8 c 13-8 10-? - 4 6-2 °• •° 5x6.875 8.3 5-8 4-4 8-2 5- 4-3 ° � S I M P S O N 3 z 19.25 0 �� ❑ o a o a u o 13.7 c 14-9 11-4 7 4-3 8-0 5-5 4-2 ?-9 5-3 4-0 GWNFRSIiIP AND USE OF DRAWINGS: 5x9.625 11-7 8-0 6.1 l 1-5 7-10 6-0 11 -2 7-7 5-10 10- 10 7-4 5-8 These drawings and specificotlons including ° TAKE-UP WASHER 3x20.1-25 � 4 a a o � a o 14.7 0 LS-9 i2.2 5x 11.000 13-3 9-1 6-11 13-1 9-0 0 6-10 12.9 8-8 G-7 12-5 8-5 6-5 the ideas, design and arrangements 1S-7 ❑ n 13•0 represented therein. are the props Daf oi ° . x22 000 c ❑ tr a a o a a 5x12 375 14.11 10.3 7-9 14-9 10-1 7-B 14-4 9-9 7-5 14-0 9.5 7-3 East End Design Associates, L1.C• ART�'x12 ° 5x5.500 9- 10 8-2 7-3 8-10 7-5 6-7 7-5 6-3 5-7 6-8 5-7 4-10 osed to A R TR"X'12 3x6.875 12-4 10-3 9- 1 11 .0 9-3 8-3 9-3 7-10 7-0 8-4 7-0 6-0 Sx 15-125 a 11-6 9-6 a 12-4 9-S a 11 - 11 9.1 a 11-6 8-10 ootthersarsof or ulsed in ccondnecUonl with any 5x 16.500 a 13-8 10.5 0 13-6 10-3 a l3-0 9-I 1 a )2.7 g_g work or project other than for which they 5x9.625 n 14-4 12-9 15-5 12-11 11-6 13.0 10-11 9-9 l 1 -8 9-9 8-5 ° i�gexirnttm allowable hided rder s have been prepared without written Ki P4at exceeds 16 felt spatia are litltited to 16 text. consent of East End Design Associates, CN W- DETAIL "E" °• 5x11.000 a a 14-7 a 14-9 13-2 14.10 12.6 11-] 13.3 l i -2 9.; 1 Tebnlaoed:Paas are based on r+2 Grade Hem-Fir,and are applicable to 6 �. COUPLER NUT Equal number of ° app species with equal or gassier F�and E from the Supplement(i-e.,Douglas , � o Sxl a u n o a 14-10 a 14.0 12-6 14-11 12-1 10-ID Fir-Larch,Southall pine,or Spruce-Pine-F'ir). For#3 Grade lumber,spans shall be multiplied by 0.75. ., specified Halls In ° Sx 11.125 o a u r 7 a a o 15.4 0 15-4 1.3-2 t Tahulatr d P�ECT each end Simpson Strong-Tie 5x 16.500 a a o c 0 a 0 o c 0 n 14-5 3 apxre,assume 24F combination glulem 1. The tnurlber of'ack studs 866-2005 � requira',at each card of the headier shall be determined from Table 3.22F. C S 16 gir part txr,spans are limited to 16 feet. DRAWN BY- Tabulated . " MAxLnurr.ulluwable hcada.7 dCr s ex;,eed6 16 f 4 spans are based on#2 Grade Hem-Fir,and are applicable to species with equal or greater Ft and E from the Supplement(i.e.,Due:gll s CMA DETAIL "H" Fir-Larch,Southern Pine,or Spruce-Pine-Fir). For#3 Grade lumber,spans shall be multiplied by 0.75. Table 3.22E Jack Stud Requirements SCALE: ' Tabulated spans asstuue 24F wtnhinstion g)ulam. (For Headers in Exterior Loadbearing Walls) ,�/4a = ,�s-On ARTJ'xl2 3 Tire number of jack studs required at each end of the header shall be determined from Table 3.22F. DATE: Table 3.22C (leader Spans for Exterior Loadbearing Wails Roof Live Load rrourWSnow Load 06-20-05 o° (Supporting a Roof,Ceiling,and One Clear Span Floor) 20 30 f 50 sf 70 psf REVISIGNs: Header width - 3" 4.5" S" 6" 3" 4.5" S" it 3" 4.5" S" 6" 3" 4�. 5" 6" 4 • ° MTS 16 Dead Load Assumptions: Roo£7Ceiling Assembly nI,-w psf Hicader Header -2x)1 - - M T S 16 Roof Live Load Ground Snow Load SufpPu�g Span(R) Number of lack Studs Requited at lush F.nd of the Heeder'-2'3 HD2A 20 psf 30 psf 50 psf ?0 psf 2 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 STU "- Building Width(ft.) 4 1 1 1 1 2 1 1 1 2 1 1 1 2 2 2 1 12 24 38 12 24 36 12 24 36 l2 24 36 6 2 t 1 1 2 2 1 1 3 2 2 2 3 2 2 2 o SIMPSON , ti - Rnofanl 8 2 2 2 1 3 2 2 2 3 2 2 2 4 3 3 2 Maximum FItadtr,Clydcr Spans for Common Lauber S ia� E TAKE-UP WASHER - Ceiling 10 3 2 2 2 3 2 2 2 4 3 3 2 5 a °o Headers Supporting Size (fl.-in.) (ft-in.) (ft.-in (ft:in, (ft-in.) 3 3 ( ) (R-in.) (fl:in.) (R-in.) (ft.-in.) (11L-in..) {ft-in.)F("-) l2 3 2 2 2 4 3 2 2 S 3 3 3 6 a a Doe3 i 14 4 3 2 2 4 3 3 2 5 4 3 3 7 5 a a Roo:;C.eiling.and 2-2x4 3-5 2-7 2-2 3-3 2-5 2-1 2. 11 2-3 1-11 2-8 2-1 1.9 16 4 3 3 2 S 3 3 3 6 4 4 3 R 5 5 4 o One Clear Span 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 2 1 1 1 1 1 1 1 1 1 1 1 I 2 1 ) 1 S,IMpson Strong-Tie �0°r 2-2x6 6.4 4-10 4-0 6-0 4-6 3-10 5-5 4-2 3-7 5.0 3- 10 3.3 4 2 1 1 1 2 1 1 1 2 2 2 1 3 2 2 2 L'U S 4 6 0 Roof,Ceiling, 6 2 2 2 l 3 2 2 - 2 3 2 2 2 4 3 2 2 2-2x10 7.9 5-10 4-11 7-4 5-7 4-8 6-7 5-2 4-4 6. 1 4-8 4.0 and One B 3 2 2 2 3 2 2 2 4 3 3 2 5 i t'NW- 2-2x12 9-0 6. 10 5-8 B-G 6-5 5-5 7-8 5-11 5-0 7-0 5-5 4•' 3 3 3 HD2A COUPLER NUT center 10 4 3 2 2 4 3 3 3-2x8 8.0 6-0 5-0 .'-6 5-8 4-9 6-9 5-3 4-5 6-3 4- 10 4.1 2 5 3 3 3 6 4 4 3 + / Bearing Floor 12 4 3 3 2 5 3 3 3 6 4 4 3 ? I Sllnpson Strong-Tie S TU ® 3-2x10 9-9 7-4 6-2 9-2 6-11 5-10 8-4 6.5 5-5 7-7 S- 10 5-0 14 5 3 5 4 4 3 3 5 4 3 3 7 S 4 4 8 6 5 4 H6 �, 3-2x12 I1-3 8-6 7-1 10.8 8-1 6-9 9-7 7-5 6-3 8-10 6- 10 5-9 16 5 4 3 3 •6 4 4 3 8 5 5 4 9 6 6 S � SIMPSON '. 4-2x8 9-2 6-11 5-10 8-8 6-7 5-6 7- 10 6- 1 5-2 7-2 5-7 4-9 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 " " TAKE-UP WASHER �, 4-2,110 11-3 9-6 7-1 10.7 8-0 6-9 9-7 7.5 6-3 8-9 6-9 5.9 4 2 2 2 1 2 2 2 1 2 2 2 1 3 2 2 2 DETAIL F •° ° 6 , 2 2 2 3 2 2 2 3 2 2 2 4 3 3 2 II 11 •° 4-2x12 13-0 9.10 8-3 12-3 9-4 7-9 11- 1 8-7 7-3 10-2 7- 10 6.8 Roof,Ceiling, 8 and One Clear 4 3 3 2 4 3 3 2 4 3 3 2 5 4 3 3 DETAIL I Maximum Header/CH er ant;for Glued Laminated Beamsz` 10 5 ART�'x12 Speta Floor 3 3 3 S 3 3 3 S 4 3 3 6 4 a •• . I Size (fl--in.) (ft.-in-) 0-411. (ft.-h) (R-in. ) (R-in. ft.-in. 12 6 4 4 3 6 4 4 3 6 4 4 3 8 5 5 t • ° ) ) (R•ia.} (fl.-in. ) ( ) (R-in.) {ft-in) (ft.-ic.) 3 BP 14 6 4 4 3 7 5 4 4 7 5 5 4 9 6 5 S e • 3x5.500 6-10 4-6 3-5 G-8 4-5 3-4 5.11 3-11 3-1 5-1 3-5 2-B 16 7 ' S 5 4 7 S S 4 8 6 5 4 10 7 6 5 NDS' : 0 ••• a 3x6.875 8-6 5-8 4-4 9-4 5.6 4-3 7-4 4-11 3. 10 6-5 4.3 3-5 2 1 1 1 1 1 1 1 1 2 1 I l 2 1 l 1 [roof,,Ceiling, 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 WIND-BOURNE DEBRIS ANALYSIS 3x8.2SD 10-3 G-9 5-2 10-0 6-8 S-1 8. 10 5-10 4-7 7-8 S-2 4- I G 3x9.625 12-0 7- 11 6-0 I1-8 7-4 5-11 10-4 6-10 5-4 8-II G-{t 4-9 arudTwo 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 8 4 3 3 Design Is to be as follows: Cicnttx 2 4 3 3 2 S 3 3 3 S 4 3 3 I I " 3x11.000 13-8 9- 1 6-11 13-4 B-10 6-9 11- 10 7-10 6-1 10-2 6• l o 5-5 10 5 3 3 3 5 4 3 3 6 4 4 3 7 5 4 4 1. Roof rafter connections from rafter to ANCHOR BOLTS sesr,ns 12 6 4 4 3 6 4 4 3 7 5 4 4 B 5 5 4 ridge and ratter to plate to be 20 gage 3x12.373 15-4 10-2 7-9 15.0 9-11 7.7 13-3 8-10 6.11 I1-6 7-R 6. 1 Fflegrs 3x13.750 n 11-4 9-7 0 11 - 1 8-5 14-9 9.9 7-8 12-9 8-7 6.9 14 7 5 4 4 7 5 4 4 8 5 5 4 9 6 6 5 strapping with a minimum of six(6)8d 16 8 S S 4 B 3 S 4 9 6 S 5 10 ? 6 5 nails SP4 I 3x15.125 u 12-5 9-6 0 12-2 9-3 c 10-9 8-5 14-0 9-5 7 .5 2 2 1 1 i 2 . 1 1 1 2 1 1 I 2 2 1 1 2. Roof sheathing to be 112 Inch at 16 inch L T P 4 3x 16.500 a 13-7 10-4 0 13-3 10-1 1 o 11-9 9-2 2 ]S-4 10-3 R- -nailing as required for CNW- 4 3 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 baser spacing COUPLER NUT SP4 3x17.875 a 14-9 11 -2 a 14-4 11.0 0 12-9 9-11 0 11 _1 9-9 Roof,,Ceiling, 6 5 3 3 3 S 3 3 3 5 a basic nailing end shear requirements andd Two 8 3 3 5 4 3 3 3. walls-B foot high-2 x 4 at 18•on 3x19.250 a 15-10 12- 1 a 13-6 11 •10 a 13-8 10-9 a 12.0 9-5 6 4 4 3 6 4 4 3 6 4 4 3 7 S 4 4 center or 9 foot to 10 foot high use L T P 4 Cleaar Span 10 7 S3U � LSTA21 SIMPSON 3x20.625 a n 12- 11 o n 12.8 0 14-8 (1 -6 0 12- 10 10•: 5 5 4 E 5 3 4 A 5 3 4 R G 5 4 2x6at16'oncenter ;° • SIMPSON Yutoors ,. 15-8 12-3 a 13-R 10-1U 3x22.000 a a 13-9 c a l3-6 � 12 9 6 5 5 4. Exterior two story walls to be engineered 9 6 6 5 9 6 G 5 10 7 6 5 design as required Strong-Tie LTP4 l4 lU 7 6 5 10 7 b s I1 7 / G 11 K 7 6 e TAKE-UP WASHER LSTA21 5x5.500 8- 1 6-G 5-2 7- I1 6-4 5.0 7-0 S-]0 4-G 6-4 5- 1 3. 11 16 12 8 7 6 12 8 T 5 12 R 8 6 ]3 9 8 , HUS 210-2 This building has been designed as a partially DETAIL "C" $x6.875 10.1 8-1 6-5 9- Ill 7-11 6-3 8-9 7.3 5-7 7-11 G-4 4-10 lack Atud requaernems arc based on a mof xpan(W)of 36 fest. For other roof spans,the tabulated number of jack:mitt required at each end of the header enclosed structure as defined by the New York 5x9.625 14-2 11-4 9-0 13- 10 11-2 8.9 12-3 10.2 7. 10 l 1- 1 R- I I 6• 10 shall be multiplied by(W+12y48• State Building Code.The glazing Is not required 5z 11.000 0 12-11 10-3 15• 10 12-9 10-0 14-0 I 1-7 9-0 12-R 10-2 T-9 3 Where the number of jack sttxls equals I.the header shall be permitted to be supported b to be Impact resistant to wind-bourne debris. Simpson Strong-T I e 3 An equivalent tnamber of fedi beiyht cards are permitted m replace jock studs when adeg[u Arevrit�e:onnertions are provided.-height wall stud. 5x12.375 a 14-7 11 -6 c 14-4 ll•3 15-4 13-1 10-1 14-4 II -5 8.9 Floor-to-Floor Connections 5x15.125 a a 14- 1 o a 13-9 n 16-0 12-4 a 14-0 10.8 5x16.500 a a 15-5 a LS-0 a a 13-5 n 15-3 11 .8 ° Maximum allowable header/girder span excccds 16 feet,spans are limited to 16 fact. ' Tabulated spats aro based on#2 Chsdc Hem•Fir,and are applicable to species with equal or greeter Fh,add E from the Supplement(i.e., v Douglas Fir-Larch,Southern Pine,or Spruce-Pins-Fir). For#3 Gtnde lumber,spans shall be multiplied by 0.75. 2 Tabulated spans assume 24F combination glulam. ' The number of jack studs required at each end of the header shall be determined from Table 3.221-. DETAIL "D" DETAIL "G11 DETAIL "J" DRANANO TITLE- Simpson Strong-Tie DETAIL "L" ROD SYSTEM SIMPSON WINDLOAD NO SUBSTITUTIONS HARTS & CALCS. ALL framing hardware shown on these plans, unless otherwise indicated, Is Simpson Strong-Tie, STRONG TIE No substitutions are approved or authorized, TAILS Due to the relationships of froming hardware to the other components of the structure, any framing SHEET NUMBER: hardware substitutions wlll render these plans null and vold, and will result In the installer/contractor assuming responsibllity for the design and performance of the entire system. GN 2 ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) 2 8 A, Table A-3=23A Header Spans for Exterior Loadbearin Walls Resisting Wind Table A-3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection P g g Table 3.230 Reduced Full Height Stud Requirements for Headers or Window Sill Table 3a24C Jack Stud R.egulrellbents for Headers In Interior Loadbearing Walls Requirements - Exposure C I11!11,11111111 ..�ME' ro Loads - Exposure Plates in Exterior Walls Resisting Wind Loads - Exposure B A C (Prescriptive Alternative to Table 3.4) ��P s OEE /t ��- ,:, Roof Span(ft.) - 6 ter ". Three Second Cinst Wiad 12 24 3G - - _-- ALL FOUNDATION REQUIREMENT TABLES ARE FROM s ed h gs 90 los 110 120 130 140 ,sisasesaa1 so Distance from Top Plate Down to xeaaer{a)or Distance fimm Bottom Plate Up to Window Sill Plate(b)to . 1. Wall height(xfit where x is I the larger of a or b header Width Three Second Gust Wind SpeedT THE RESIDENTIAL CODE of NEW YORK STATE Maximnaa Headef/Mrder Spans for Common Lumber Species'""" 3" � 5" - 6" 3" 4.5" 5" 6" 3" 4.5" 5" 6" t, RS 90 '°° 110 120 13U 14D 'S0 i u. 1 ,,,0.0 0.1 0.2 0.3 0.4 0.5 0.6 U.7 0.8 0.9 1.0 _, _ , 1tWall Stud 2-2x 114.511 3-2x 42x 2-2x 3-2x 42x 2-2x 3•Zx 4-2x in, ' Size (fl-in) (ft.-ia.) (ft.-in.) (ft-ia) (ft-in.) (ft.-in.) (R.-in) (ft.-in.) S n in. Header S , r Number of 8d Common Nails or 10d Box Nails(Toenailed) -, Spwing( ) pan(ft.) ?vtlmber of Pall Height Stud Required Sat Path End of the Header IRaRer%Ceiling Joist Wail Height f-„" I 2 1 II 1 1 1 1 1 1 1 1 1 1 Header S SHeader) Spacing(in.) 00 Required in Each Rafter and/or Ceiling Joist to Top Plate Connection''[ ` '107 Q. 07�Z *v't' Supporting Number of Jack Studs Required at Each End of the Headlert ! 2-2x4 6-0 4-3 3-11 3-8 3-S g 2 y3 3 ? 4 1 1 tai: +1s!�f ir:�S "�. 1 OF ,('}i� ; t 2-2x6 4-8 4-4 4-1 2 2 2 2 2 2 2 1 1 2 1 1 1 1 l I I 1 1 i 1 1 12 '�" - r- �ffi"' �&'" - qqz= 3 TABLE R4o4.1.1(1) 6 t 2 2 3 3 3 3 3 2 2 1 10 �+ °r � ;:; .� '= '� 3 4 " PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS sutl. ` 2-2x8 4-9 4-6 B 1 2 3 4 4 4 4 4 3 2 I 4 1 1 1 1 I 1 1 1 1 1 1 l $ �_ �.,, , ,A S '.,,_z„ �g -s.-4 4 a 12 6 1 i 1 ` , i I 1 1 1 2 1 1 l 16 ,k. a* � tit" H 3 s x.rz1 ,`, �, ' 4; 5 S I PLAIN CONCRETE MINIMUM NOMINAL PWN MASONRY-MINIMUM NOMINAL WALL 2.2x1 -3 4-11 t4 1 2 4 S S S $ 5 4 2 1 One Floor Only 8 1 t 1 _ 1 2 1 I 1 2 2 2 1 !0 "' ' ; 3' �"' iE 4 WALL THICKNESS(inches) Soll clasaaah THICKNESS Qncttgj _ 5.2 12 1 3 4 6 6 6 6 6 4 3 1 (Center BettrinpJ 10 l 1 1 1 2 2 1 1 3 2 2 2 24 , ;trr� ,,,, _� ' .% � µ dr 1v MAXIMUM GM,GC, SC,MH,ML CL SC,MH,ML-CL 2 5-6 t4 1 $ 5 6 7 7 7 6 S 3 1 " ''•- -. " F}s:� a�, ;?; MAXIMUM WALL UNBALANCED 12 l 1 1 1 2 2 2 1 3 2 2 2 � '"i` � ' '` HEIGHT BACKFILL HEIGHTL GW,GP, SM,SM-SC and inorganic GW,GP,SW and ' GM,GC,SM, end Inor nit 16 1 3 G 7 $ $ $ 7 6 3 1 • 1 -,_„ t SW and SP and ML CL SP SM SC and ML CLQ 6-0 2 , 14 2 l 1 1 3 2 2 2 4 3 3 2 Preseriptiv t�11}+a bie 3.4.~ - - v a, 4 6 6 6 6 wlidd or 8 6 solidd or 8 6 solidd or R -4 4 16 2 l :.h.. 1 3 2 2 2 4 3 3 2 = Tabulated g PLS _ 1 1 I 1 1 1 I 1 1 l 1 4.*' z Y44 ,., hl , ildin located m Ex osure , 1 1 1 2 2 2_ 2 2 ) L 1 �" . ' x.- s' : 5 5 G 6 6 6 solid or R B 10 6 2 1 - 1 ' =F 1 1 1 1 1 I l I 1 3 Whence Z Ins, ..i �p�retlef to rafters,the sum of the toenails in thei4Rcc tiasl.o a8 joistshall equal or exceed:he ! 4 G 6 6 6 solidd or R 6 solidd or 8 G solidd or 8 0-b 9-6 8-7 i' 4 1 1 2 2 3 3 3 2 2 l 1 s r: 6 5 6 6 6 6 solidd or 8 R 10 11 -7 10.6 9-6 t6 : x;*••.: r.*-?•• s em; l 1 2 2 3 3 3 3 . 3 2 2 1 w 6 6 fsK g>s q t 0 8 4 1 1 I • 1 2. , 1 I 1 3 2 2 2 tabular _ttntbetRtifn st ailed.• M ` lU 12 12- 11 -0 10-0 9 -10 7-4 10 1 2 3 4 4 4 4 4 ; 2 1 , 1!8 . 11 3 6 2 1:' 1' 1 3 2 2 2 4 3 2 2 + To avoid; ,ac)mgm)11an2 tpetisils shall tx installed in each stdc of a rafter or ceiling joist when fastened tea 2x4 top -- Two Floors 8 1 3 2 2 2 S 3 x6 late. 12 .2 2 1 3 3 nod to a 2 to 1 2 3 4 late :3: "i�tsieh x+Lett'1'.�te P P - S S 4 6 6 b 6 solidd or 8 R ' 5 4 3 2 l P �-_� .F..- ..,.,, . .. Maximum Header/Girder far Glued Ltlalinated Beams''�''''6 l4 (Center Heating) 10 2 2 2 t 4 3 3 2 6 4 4 3 =. -_�� • '• ,+ 3 � }_ S 6 6 8: 6 solidd or R 10 I O Spans 1 2 4 S 6 6 6 S 4 2 ! t #.r = *�a' ,a 6 6 8 R 10 12 1 G so:,dd 16 1 3 4 6 6 6 6 6- 4 3 1 12 3 2 2 2 5 3 3 3 7 5 d 4 +t' ''ir9 ": ,a''" ? 8 8 l0 12 I0 solidd i L s0ad� - -in) (fL-in.) (ft-in.} (R-in.) (ft-in) (ft-in.) (ft.-in.) (ft.-in.) 2 ) 1 1 t 1 1 t I 1 1 14 3 2 2 2 5 4 3 3 8 S S 4 I--,c,ll � €.; LU 4 6 6 G 6 solidd ar 8 ti solidd or 8 R 4 1 1 1 1l 1 1 i I 1 1 1 16 4 3 2 2 6 4 . 4. 3 9 6 5 5 .a S r 5 6 6 8 6 solid or R l 0 1_ 10 !3-1 11 -10 10-9 9-10 9-1 $-5 7- I 0 6 I I ] •4 2 2 2. 2 1 1 1 Where the number of jack studs equalts 1, a header shall be --,, t-'x •. ""' '� - i !' ' th prxmftted to tic suppot�d by a framing anchor attached to the full ,,:,� c , I K 6 As 9 10 l U 12 12 solidd "°�* � `' S-6 14-8 13-2 12-0 I1-0 10-2 9-5 8-9 24 8 . I 1 2 2 - i2 2 : 2 2 2 1 1 height x n x , r 7 R I U 10 12 12 solidd Footnote a An ti alent number of full he ht studs are tmitted to lacx ack a when ad trate � "'ar �% ` 8 10 10 !2 10 solidd 12 solidd RX)Lnotc c a a 10 l 1 2 3 3 3 3 3 2 1 1 ig Pe TeP j e9 FmmSr Pro 7. �;­ , 0 14-S 13-2 [2-0 I 1 -l ld-4 9-8 connections are vided 1 2 2 3 _.-,. '- . .F--, �s 4 6 6 G 6 solidd or 8 6 solidi or 5 R a a - 12 ;;. u i 5 C RF 8 8 IU ►2 15 7 14-2 13- 12-0 11-2 10-5 14 3 3 3 2 2 I Table 3.1 Halling Schedule _ ;:.Y q, fi e' , t r:s 1. l 2 3 3 4 4 4 3 3 2 I 3 c , 6 8 8 10 10 12 12sulidd >, a a 15-2 I3- 11 11 I1-1 16 l 2 3 4 4 4 4 4 3 2 1 + " 9 r: .* .: .r ..i R 1 U 10 I z l2 solid" Cootn ate e d a a 14 )-10 The capacity of the connection of the top or bottom plate to each full height stud afmdl be equal to the trait lateral load(w)given on Table 3.5 Nttmbet of Number of r i ars ;+ w " {' , R 10 10 12 12 solidd Fnornote a Foot:tote c times half of the header span(LJ2)divided by the required number of full height stubs(NFF�selected from 3.23D. Joint Description Gammon Nails Box Nails Nail Spacing ' x ,; V" ;J; �'-wT `} _ `V r 9 10 12 Foolnaic f footnote a Fuu;nute c Footnote e O Q a -,T?1d" , ---- Aa"-'"". +" „p;'•5i '' n, ' !qp `t-i'a +.'- W For S: 1 itch -25.4 rum, I foot-304.8 mm,I pound per,quarc inch=6.K9S Pa. O a a 0 Tap or Bottom Plate�Each Full Height Stud Ganrsecxi0o-w'(Il2yN[Z[ ��`� �{��� `��`e'';s *�s;���� 4��� }s�'� )� ��Y��t��t tc�• �,i �' . ..}:'.iJ_;1i-�;.s 3 t,.i 'r -, '`�,-5�,t t z ..�✓ ,.. ,,,; yam•,' `,•,- a. h:o:ar;hall lx-y a 4t of S and mason shall Ix laid in rtutnin boad,Un noted hollow mason units e,e G a -7 ,;:1;.�,, , , >�..,<; „ "* r,G ,,T P 4' 8 lir y Ixnniltcd except where o:henvise.nd.t uxc• Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (sOe Table 3.4A) per rattOr ­1, a „,;, t ;-, , i t. � i c sJ is e 4.2 Ceiling joist to T Plate (Toe-nailed) nee Table .4A nee Table 3.4A i -, ... _ � �.� 1. _ , h.50,1 classes are n accordance wilt the Unified Soil Classification 5y'sunt.Rafe,to Table Ft4o5.1 8 op (T ( 3 ) { } oat - ,. c Unbr.ar,:ed'�ackfllheigh:isthedimt renceinteightofthccxlanorandinreriorfinishgroundlevels.Whvreaninteriorconcreteslabisployi&d.IIILrhalanced r s � ic .. Y Sack-13 height shall 5c measured from the exterior ErI f7ound level to the top of the interior concrete slab. '-'14-9 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap _�,",. z:,,, . .;.,,:,. --,,,7,;. „ .r,;.;.,;� _l.g -7 - n/ d Solid gro ited hollow oohs ur solid masonry units15-3 ---Doth le Top Plate Ceiling Joist Laps Over Partitions (Face-nailed) (see Tale 3.9A) (see Table 3.9A) each lap :,"`, -; - .�s�_:* h� ,, - t `` _ � Collar Tic to Ratter ace-nail see Table 3.6A ace Table 3.6A " ,, , ,,. O ;sem 3 _ _ {F ( ) { ) per tie .,.t„_ ' e.W-II cuastnactinn sha`.I be is 2rcordunoe with Table 114[17.1.1(2)or a design shalt be provider.. 15-9 • �`� ��~ Blocking to Ra of(Toe-aailed) 2-8d 2-10d each end T'. A design.s re4uired. 3x�• Rim Board to Rafter(End-nailed) 2-16d 3-16d each end . `• 1.11 - (A �-- b, .hickress way fie 6 whes, vided.nrir.imum s't-c,fied co:n ressive siren ,h of concrete,f,it 9,000 ,t. 3X23.375 a a ` _ - Q Pic =- P K' c P-� � T--,-,-__a Table A-3.4B Uplift Strap Connection Requirements - Exposure C Q Ill TABLE R4t>4.1.1(z) 5x5.5000 15- 1 14-0 13-1 Header _� Top Plate to Top Plate (Face-nailed) 2-i6d' 2-16d' per foot REINFORCED CONCRETE AND MASONRY-FOUNDATION WALLS Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each aide (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundatlon) 0 Z a a a a a a 15-8 8 14-8 Stud to Stud (Face-naf)ed) 2-16d 2-16d 24"o.c. (Prescriptive Alternative t0 Table 3.4) LL MINIMUM VERTICAL REINFORCEMENT THICKNESS AND SPACING['•°FOR 5x6.875 Full Helghi� Header to Header(Face-nailed) 16d 16d 16"O.C.along edges W - s INCH NOMINAL WALL THICKNESS 5x-.250 a a O o a a a a SttJtl "Jack Strad ---- ---- MAXIMUM WALL MAXIMUM UNBALANCED soli clasaesa 5x9.625 a a O ° a a ° aTop or Bottom to Stud (End-nailed) (see Table 3.SA} (nee Table 3.SA) per stud HEIGHT BACKFILL HEIGHT- GM,GC,SM,SM-SC and MIL SC,MH,ML-CL and Inorganic Vi(I11d0 W Dead Load Assumptions:Roo.7Ceiling Assembly DL-t S psf (feet) (flap GW,GP,SW and SP Bolla Bolla CL lolls Q 5 !#4 at 4R"o c ti4 at 48"o.c. #!4 at:8"O.C. ; Maximum allowable header/girder spans are limited to 16 feet. 6 5111 Plate _____ h 6 !#4 at 45"O.C. ti4 at 40"D.C. #S at 48"o.c. Tabulated header spans shall be permitted to be divided by 0.96,for fldming not located within 8 Bottom Plate to Floor joist,Band'oist,F.ndjoist or 2-16d'= 2-t6d'•3 per foot J P Tttree Secnnd Gust Wind BS 90 t QO 110 1 ZD L 30 140 150 W O _ feet of building corners. I Blocking (Face-nailod) Seed h 4 #4 at 4R"o.c. tr4 at 4R"o c. 44 at 48'o.C. �' 5 144 at 48"o.c. ;t4 at 48"a c. +;4 at 40"o.c• a Tabulated spans assume a building located in Exposure C. -T 6 ;Y4 at 48"o.c. y5 at 48"mc. >#5 al 40"o.c. The number of jack studs required at each end of the header shall be determined from Table 3.22F. Roof Span Nails or 10d Bax Nails U r Joist W Sill,T Plate or Girder (Toe-nail 4-8d 4-10d Drat Framing Spacing(in.} 1,2,3 a 7 #4 at 40"O.C. #5 at 40'o.c. 46 a:4R"u c. I c - - -- 4 Tabulated vetoes are balled on#2 Grade Hem-Fir,and are applicable to species with equal or greater �- � � � i>aj lft) a :x' a age Strap b Bridging to Joist (Toe-nailed) 2-8d 2-lOd each end '-' R4 aI 48"o.c. #4 at Gd"D.C. h4 at 40"u.c- G rr4 at 4R"U.C. #5 at 48'O.c. #5 ar 4U" o.c. Fb and E from the Supplement(i.e.,Douglas Fir-Larch,Southern Pine,or Spnlca Pine-Fir). ,�-`_ BlOckin to Joint(Toe-mile 2-8d 2-!Od each end 12 4 D ,440 J=. '- 3 a 4 6 7 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-164 each block ]6 `_r )'k "- , 4 S \^ Ledger Strip to Beam(Face-nafled) 3-16d 4-16d each joist T' t 4 ^ r 1.01''..'; : ." ; ;'a $. S 6 d5 at 4R"o.c. i#6 at 48'O.c. #6 at 4U"o.c. s Tabulated spans assume 24F combination gtulam. Bottom Plate �� ( Dist !_', :: -=' ' �i ' 8 #5 at 40"o.c. ttG at 40'u.c. ;#6 at 2.4"o.c. 6 The number of full height studs rt:quired at each end of the header shall be determined in accordance ,i_ Joist on Ledger to Beam(Toe-nailed) 3-8d 3-lOd per J 12 t, ; W, ' 5 fr4 at 48"o.c, t;4 I--- Band Joist to Joist d-nail 3-16d per j 'x '. 6 6at 48'u.c. #S al 4&"ac. with Table 3.2310. {Fn ed) 416d Dist ,1-s�_ s =i <: 6 7 Band Joist to Sill or Top Plate(Toe-nailed) 2.16d' 3-16d per foot ;>, :; 6 #4 at 48"O.C. #S at 48°u.c. #?G fll 4R"ox. •- :4r x.�; , ,�� •,• . . ,..; 7 8 9 7 #5 at 48"o.c. #6 at 48"o.c. #6 at 32'a.L. Trdbl® A-3.236 [lead®r Spans for Extortor Non-Loadbearing Walls and Window :t f_ s _. . 8 #6 at 40"o.c. 46 at 32"ox, #6 at 24"o.c. Sill Plate Spans Resisting Wind Loads - Exposure C Table 3.24A header Spans for Interior Loadbearing Walls �: __. .., . .- :..�1,a� 3 4 7 9 9 I #d6 at 40"o.c. k6 at 24"o.c. #6 at 16"o.c. Structural Panels 8d lOd see Table 3.10 • Diagonal Board Sheathing •`I = 2 3 3 S 3 6 For ar I inch e'r.p sora.,/root=304.g son mm. (Supporting One Center Bearing Floor) I`z6"or I"x8" 2-8d 2-10d per�pporl I um 3-10d rt •� 2 3 4 4 S 6 7 a.lvtnrtar shall tx?y pe M or S and mvsonry shall be!aid in ntnn ng bond, Three Second Guist W4nd Speed - --_ - 1'X10"ar wider 3-8d Pa suPPo _ a Alternative rciafureing t>tr sizes and spacings having an e.,uisnlent class-u...:nna_I arca ofreiufur.rmen(perineal foot of well shall he nernined pro,',crd rte (mFih) 85 90 100 110 120 130 140 ]j0 16 " x_ �:,'��: 1='e" � 2 :s 4 5 6 7 8 Dead Load Assumptions: Roof/Coiling A:fsennbly DL=110 psf i ;, a ,+ ,¢;r L„- ' :pacing o-Iter rxinfarccmcnt does not excess!72 inches. ! a. ,r�,_ rl2'r cs"'' 3 4 5 6 ? K 0 IN - l t 3,a s Building Width(n.) f4" :�` :;: . e - C.Verticil rciufun cment shalt he Grade 60 minimum.'It a distance fionr Jrc lata of the Boa side of the wall to the cuter ors silica/reint„remert steal:be al:cast Watlbotrd Sd Cppkri Sd eoolet7 7 edge 10"fie 4r.,. I4laximtlm HeaderrGirder Spans for Common T.umbcr Species . . 3 4 _ 6 B 9 5;,:.hes. 12 24 36 .•,. f: 1k>.. �N ��,. C.Soil classes n c in acc�rdanct with }te Unified Sail Classification System.Rarer to Table R405,1. Maximum Header/(iirder Spans for �d e Unholarrrtd br.ekfrl:height is rte diffcrunce to height ofthe exterior and interor finish ground levels.Where Rn interio:wn:•rete slab is provided,the unbdlanceA F .r ' 8d 10d see Table 3.11 -�r Stntcttual Panels { ) 2' ',t 2 3 3 4 S S 6 Sittc �.r,s+�41 K (fl:in.) (ft.-in.) (ft.-in.) (ft:im) (ft.-in.) (fl-in.) (ft.-in.) (i.-'a.} Common Lumber S ice''''` � 1' harkfil!heigh.shall Fx rnuswed frurn the exterior finish ground/sive/w the sop of:he i:ttariur c,nc*cte slab. Fiberboard Panels 2 3 4 5 5 6 8 I-2x4 I(flat) 6-2 --A:n�Q�:: �- ��'�i � � ��i� T� 4 4 4-0 3-9 3 -6 Headers Supporting Stu ft-in. ft.-in. R.-in 7116" 6d' - 3"edge/6"field �� x �r��- �a� ��X -2x6 flat t "'S� v r "ej � Y ,.J { ) ( ) ( ) " 3 - " *� .s�'10 p. F �` a 3 3 4 r. 6 7 9 l(flat) 9 s O W. p � p �. 5 w5-1 l 5-6 5 ! One Floor Ont 25/32 8d 3 edge/6"Reldr ��3 , ' �r 'I „ N,�, w�-- .•TF Y 2-224 4-d 3-1 2-6 9.2 4 w 4 ^' x{ 3 4 S y: 9 TABLE R404.1.1(3) 2-2x4 1(flat) eI .Y $".g x. -x9 ., ,�: b REINFORCED CONCRETE AND MASONRY-FO r . •r ,._ ,• - b =0 5 5 -2 (Center Beating} y-2x6 6-5 d-6 3-8 d coolers Sd coolers 7"edge!10"field F ''l R ` :. - ri} FOUNDATION WALLS rr _ p a �: � Q, � Gypsum Wallboard S g ; t g ` a 2-2x61 flat) „,F?:: ` ..��i2r' ", r ,- a.1 . .: '` _ 11 r1 . .. a 4-�4i : ;.rx 6 8"a 4..,.: 8- I -7 2.2x8 8-1 5-9 4-8 Hardboard 8d 8d (see Table 3.11) �,r t� F 4.: .f Y ar3�3 :e ,; :,3 5 6 VERTICAL REINFORCEMENT 912E AND SPAGINGec FOR 12-INCH NOMINAL WALL THICKNESS I Tabulatted header; '' ' '.':I? '''""'` - t'"`' `p f`'' "' ' 'Y tt Particleboard Panels Sd 8d (ace manufacturer} V FVI� :,�.. , 11 MAXIMUM WALL MAXIMUM UNBALANCED Soil clasaasd -----I ���r�" ` �Iq ,,��. x s��� �," � -f�(�'�r1 lit,"g��Pel D�p tldtng comers. Y= ; a. :. " : ,' Wit. . : .*„ Y, .tib _ -2x10 9-]1 7-4 5-9 Y' .r.� Tabulattcd :. . . . . r 'c� ,W,,W. r�;ire s�;. c . a:-..�,. 2 4 S 6 HEIGHT BACKFILL HEIGHIE GW,GP,SW and SP SC,MH,ML-CL and inor anic CL a S,.aB C z. a xx.•'j •- t 1 oQt GM,GC,SM,SM-SC and • ' 2,,.f-, x ' _ :3- - 7 F 2-2x1 g" " reef (f 1 colts ML Bolla soca g R" ` 8 Ir11A r Fys'x r' " ; ' 2 I l -6 8-1 6-7 Diagonal Board Sheathing T `' 4 'r4 at?�"n.u. >;4 UL?2"O.C. A4 at 72" Tabutatted h of u def-` ? 1"x6"or 1 x8 2-8d 2-ldd per support z s = . a )~ $ t�8, ya" to ,q pangshallbe 7 L' ', Ftit. ,i:-q f ..-:i^ 5 #4 at ,2"D.C. N4 a 72 u.c- g " S divide. 3-2x8 l0-2 5- 10 ox. r fY B 9 '2 b .,..O;' tT `, t 1!' r 'h'-''' ' 1"x10"or wider 3-8d 3-!Od permipport a ,5 , " t " M4 at';V o.�. y( v Flkk�t . �� . x 3-2x10 12-5 8-9 7-2 r0 it u" 6 #4 at 72 o.c. #t at G4 u.c. #t x148"o.c. a ► r F,,. sY,, .,•-, °r �s r a, '>sa xY r.,e., o '3%, s. ,c4,�- q.i3- �-I.: 'Ly .: ... t a 9 Tabulatt 24 24' k Y ' s 7 rid al 72"n.c. #4 at 42i"o.c. >5 at SG"o.c. 3-2x12 14-4 i D-2 8-3 t - e� d` ,� � ^� 'Fir,and arc applicable to spxic •. .��rtc,�a,)oT. Yea{P`, b;andfi from the 5 #4 at 72'ox, #4 at 72"o.c. #4 7u lel ;g; e- a-Fir 'e: 'AA"� 4-2x8 28 - at 2"O.C.ac. PP ��. l ern Pine,or Sprue Piu ). "'°�` `�"� �� 1!-6 B-3 G-9 Structural Panels .err ' ,, G 74 at?2'o.c. #4 al 56"o.c. as at 72'o.c. S Thea }: . � 1"or less I>id lOd 6"edge/12"field " '. 11 9 each end of the header shall be dctcrmtn"" $'m accordance with'fable 3..310. 4-2x10 l4-4 1D-1 8-3 32 s - - - - 1 #4 at 64'o.c. #5 at 64"o.c. #4 at 32"o.c. '` ,. ,. _ ter than 1" 10d 16d 6"edge!6'field •"kms :v 4. - Diagonal Board Sheathing Prescri tive limits arc based on assumptions in Table 3,d,J O R #4 at 48"o.c, r;4 at 32"o.c. #5 at 4"o c. - ' - A` 4-2x12 13 11-9 9-7 � 36 4 . - - - 7,; :T I 5 at 7 u.c tid at?2"o.c. #4 at 72"D.L. "',� ,,,". ',;.' ' `` �'�~�V =v Ma:timtrm HeaderKlQdar Sparta for Glued 1"x6"or 1"x8" 2-8d 2-lOd per support P P car:t'Ia�"-_ . tr'x;... ;' G #4 at 72"o.c. 44 at 56"o.c. #5 at 64"u.L. 1 --C`� „::,.*�_, � 4. -• a,a 1"x10"or wider 3-Sd 3-)Od per 2 '-a° �`4.:.. -, - ,_•"', '° Lelnia9led BCatriax P support Talnlated uplift cnnneclion reciui-emrnts assume a tui:ding located in Exposure C. 9 7 #4 at 56 o.c. #4 at 40"o.c. III at 64"ox. �},,--ta"`4;� --� x,.;;lq,i*:�-.:�:;.-,-?' 3 Q 8 i€4 at lr1"o.c• #6 at 64"o c. #b at 48"u.c. �_�'.. '= .,4`'= ;. ' Trail' requirements are based on wall sheathing nailed 6 inches ort-center at the el edge.If wall rhea is nailed 3 inches on-center at the Tabulated uplift connection requirements assume a rrrof and ceiling assembly dead load ui 9 sC U 60 x 15 f-9 sf). [:a .:, ,...- ' k �'s: Size (R-in.) (JIVAL) (fL-ia,) mg req 8 P� 8 8 P ( Ps - P t!1 ` "„;§ z'. x`,=v-,,,1..,,»r': - pane]odea to obtain higher shear capacities,nailing requirements for structural metttbers shall be tiotrbled,or alternate connectors,such as shear ceiling asscatbly is not present or if the ceiling asse_nbly is not connected to the roof assembly,the tabulated nurnher of nal Is$hail 9 r!5 at 5G"ox. #7 w 72"D c. #6 at 40' c.c. ,.lft �. Fur SI: ] inch-25.4 nim. ! font-?04.8 mmmru. - - f I_,," , } ;_ ,a plates,alta//be used to maintain the load path. be increased by 1 nail at each end of the strap. z 3x5.500 7-3 S-9 4-4 13 When wail sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to t-i6d nail per fool + Mininitun/ASTM A65T(rade 33 steel strap. 3x6.875 9-1 7-3 S-S t g r & t ' a &If- . �a ' art Check IBC for additional irerneata. r� r ra. r "� '' `' Corrosion resistant 11 e r oofta nails and 16 Saga staples pertttitted, reW gab g - s..Ytnna h ' s al,Lr Ty pa M or S and ransoms} shall be'aid in ntnn-ng bund Requirements - E 3x8.250 to-11 8-a 6-6 Table A 3.410 Rake Overhang Outlooker Uplift Connection Req v N 0 h Alterrativa reinforcing bar sizes and spacing having an equivulerl:crass-sect,ona:rasa vfretnforcernent per linea:foot of wall shall be permilted gravidae dre !# c. "rL`,S.;1 _: �.-rte'-a '�-'�=.; ?,ri.r -,c �L o u Ex Exposure C ,� .., � ~ i" `` `' t 3x9.625 12-9 1D- I 7-7 p spnctrg of Jw rcrnth-cemenr does not exceed 72 inches _ ._"I.;�-sy 4dr 4 , ,:- .:r .• �'-r,,4 r tom' t.S'+'�?!,"', } fa - ,sqs (•, 2,( 4µ ;h:. A - o c Ve::,cul reinfareemenl shall be Grout 6f1 minimum.The distance from the face of ltrc soil side of the,all to he ecntcr of ve"tecnl rei,rfurccmecr shall be a-,musgo t , fit. n; a. ?' e ,��,: pr, >`; ' t :«• ,;:.,_>w�.•��:•�,=•- 3x11.000 14-7 11 -7 - -- - - 8 _.mels s . .. -- - tri M 'x 'tom: ^€,' 23a; y,;, m;.-„r--r1A-s.�s��,�+.. _:fix;,...,, _ 8-8 r c.Su.i classes are su L rifled Suil I .. 1+ -° AMERICAN FOREST&PAPER ASSOCIATION m Rccordurr wish the 1 C assifieation System.Rcfcr Lu I'ahln ..., s- k+ s-_-"� �^ r'-�,'•", Raos.l, a :s � '". °" A�V,v:.;! ;„ '.;';" : 3x12.375 13-0 O !�J x: " r ' .' ti , :... :,'. w '� ¢ 9-9 Table A-3.ZB Bot#ora Plate to Foundation Connectlans (Anchor Bolts} Resistln �mZ x.,,.r. 3 �. S t.� ,,�..,t. {w., *714-.- ., Three SCcond Gust Wind W r _�Ic :. Lnod an:ed backri:l l,eigat is the difte-ence ir:height oftheexte.ria andi, 5ush ground levels.Where an inrcrior cocrcrrle slab is providcA,the unvn:ar.cai .k�+ v,=" ";e`i",°'�;,:.- p.. , , 3x13.75° t7 4- - 1 S x 'd 85 90 100 t 10 120 130 1 0 E"1 ^0 4 I s 10 to Lateral and Shear Loads from Wind - Exposure C Speed h x p P (mP ) o 9 'v ar.' -tR,%" k`". <n.�Jvriii.:rs;t« d $.:,.} s<1_%n^s a ei ha' skfill height shat L e nica,ured from the exterior fin:sa ground level to the top of the merior cooc:eteslab. ^, ,L' ,s - . �: t#t,��i`r:V s,.5. - se. a ,.y,�y'-•,#,,.est`. '�tK ,,4" We '' '5. -a'}.��.3, 3x15.125 15- 11 11- 11 � ca ' vt it tgsx <� 3't Ou:lookcr 5 nein in. U lift Connectiwi Loads(lbs. r f " 1 ir " I � M, 44 r vas <t1.r ,�+`r;'ak._ 3x16.500 13 D G (Prescriptive Alternative to Table 3.2) a d:W 14, y ��� w I. , s# v f J _ 12 259 291 359 434 517 606 703 R07 TABLE R404.1.1(4) ,: ` ,L. "n "� v z fir, Tc: .' �x: - 3x17.875 a rSFRj 4 } . Axa �� t F . 14-1REINFORCED CONCRETE AND MASON Y'FOUNDATION WALLS ' {, f- - ti 3 , ,'. 3 ; st` "'1+; Y.: .' IG 346 387 478 379 G89 808 93? ID76= _ t �-x" * ' $ } tt' SxS.SQO 8-B 6-!0 6-D 24 518 381 .7122` .868_.^. 1033' 1212' 1406' 161d' MINIMUM VERTICAL REINFORCEMENT i2 e•� - 'rYA`.' } j ask '` ``,°'�' ``'f�*`r'-1 a v: w„ r'u r N SIZE AND SPACING .. r, _ ,�,,W1 t i r. :•.., („n OWNERSFttP MID USE OF DRAWINGS: Y :,• x •^ :z .1 t.,r- r -. a 5ecund Gus.t�ind FOR til INCH NOMINAL WALL THICKNESS t "'' =?<r= q '4 , ,'�' :-3 ;= �1,3`i k.„7 : Wiz, .�'�f:'"r--..-:; r`+ ,� ?, 5x6.875 10-9 8-7 7-6 85 90 L00 11D 120 130 140 150 r - a:r ;' {, ''z <• .1';,e?; ?� ; :.»4,' a',:: S ed "m h' Tubulated outlooler uplift c ,_.,. pc ( r P xpos MAXIMUM � ,,.R�,<�.`:_ ;�,t "'t' �.,.•� ''0.� `�.i,"��.c'�•r�,:,C:;tµs=.`'��t?;:w• P connection loads assume buil kiij;d in 8 tue;G_:_ Soli classaa >'n::; .``''= s,�,�:; - 4;l.;.5 5x9.625 15-1 12-0 10-6 r abuiated out/ oker uplift c tion loads are based On 2 foot Ovet11 . Fo[ less Thar.2 Cat,tub'ietr values Thaw drawings and apedEteat)one Including MAXIMUM WALL T o pL onnec rt p _ %,0v_glJisn s the Ideas, dollen and arrangements UNBALANCED � ., 7F�,S • _ VK .:. �! k''z'i .'.'y'-5:':-.:`;` HEIGHT BACKFILL HEIGHT- GW,GP,SW and SC,MH,ML-CL and ? i Viz'., ' " '+''`'' ; :d „ BUttOni Plate lu 1'uuntlaLlOD Anchor SP sof "u u i_ = 5 ;; 5x 11.000 ❑ 13 -8 12-0 Foundation Supporting Maximum Anchor Bolt Spacing(ILL)" "''' shall be permitted w be multiplied by((2';OHy4']2 (OH trieastued is fl y= ``ISR`/"'':i raprsaented therein, are the property of (feet) feet Ia GM,GC,SM,SM-SC and ML Bolla Inorganic CL soils x t v i,tp, }- ,.�7r , �.�,. Bolt Connection Resisting - "•�_-X"=':.:-'. East End Dealgn Associates, LLC. No part � ' 4 #4 at 56"ox. #4 al S6"o-c. #4 at 56"o.c 's .,x A" " � '" Sx12.375 rl l5-5 13-S r For ovcrL•angs located m Zone 2per the figures of Tabfe z.4,{uubul,,.- upliRlsip altgl(bdpemutted to be mlil:,plied by 0 65 thereof shall be led, dtt3clased to +.T. µ��d, rat of k x'--ey < tiutr,., 1/2 Anchor Bolts - - '=-, i' ` � st y�s� i , cop 7 5 #4 at 56'o.c #4 at 56"D.C. 44 at 56"o.c. 5x13.750 a u IS-0 ' Outlooker leuAsliull be limited fo 20 inches.`-s: `, - 1• ; h +' _ . ra` s"rrs others or used in connactlon with orry 6 t<4 at 56'o.c. #4 at 43"n.r. ti4 a:40"o c. Latera!and Shear Load, "fami3° Yfi , T y ,,, :- «;-,+- w y,. s,,,Ji . , a,. work or project other than for which they 5x15.125 a r a '� �.•a„.�c� °°. have !teen prepared without written 7 rf4 at 56"a.c. fl5 at SG"ox. 75 at 40"u.c. av $!hA3tchor E30lts '` x �- " �r :a'. consent of East End Design Associates, - s #4 at 56"o.c. #4 at 56"o.c. #4 at 4R"n c Maximum allowable header/girder span exceeds 16 feet,spans are �t w�,� i) � ' �°��� 4" o.c. A all S' aclA." ����a���� �_�°- U.C. b >4 at SG'o.c #4 t 8"o.c S P a 4 h at SG"o.c limited to 16 feet. ' ' i `4 S µ t P f 8 ," P-e:crprive limits aro basad "� Connection er Se n 1 �i2.2.6.5 tt4 at 48 u.c. #4 at 3� o.c. #6 at 56"ux, ' . " " i Tabtilatod spans are based on#2 Grade Hem-Fir,and r r 4 P'e r + " y I:S at SG"ac, its at 40'o.c. #7 at SG'o.c, nue a licable FP When anchor bolts are us 1 " . cd khe lesser of the tabulated 5 #4 at SG'o.c. t 4 4' to species with equal of greater Fe and E front the Supplement(i.e., rtipieter'Z'on a PROJECT ND t#4 a SG"o.c. # at B o.c. values for uplift loads tions 3.2.1.7 and 3 2 2.3- I panel field nailing 86$-2005 6 #4 at 56"o.c #4 at 40"ox #4 at 32"ox Douglas Fir-Larch,Southern Pine,or Spruce-Pine-Fir). For N3 Grade l � p�� gy; 9 7 #4 at 56"o.c. 45 at 48"o.c. #6 at 48'o.c. lumber,spans shalt be multiplied by 0.75. Tt bulaled anchor bol s arc For other wall k . = L', 4 Perimeter Zone 8 k4 at 32"ox #fi at 4R"n.t. #4 at l 6"n.c. 2 shca:hing types the ivided by the npprop ' n Tabic 3.1 i L1,btu in n0 panel edge nailing CM A 9 #5 at 40''o.c. #G at 40`n.e. #7 dt 40'ac. _� Tabulated spans assume 24F combination glultsm. case shall anchor SCALE "t _ s Tabulated assarme headers supporting single spam floor joists. , " - ' " - 1 4 1 late-al connections -� 0 inch For three second will:a tabulated lateral value fr an 26� lf, - Fur S.: �.A mm Ifo m. ut 304,8 m h, P tap h,headers supporting continuous two span!]nor JotsLa tabulated '� �� - - .,... R N - . u.Mortar shall rx T M or S and manor. ••shall be laid ill rwin:n bond. shall be detennirs- ,- J S. -.5. ,.11-Type R x sports shall be multiplied by 0.89. •,� - e ':Le ie;r flfR I . 0V1TE. 06-20-05 b.Altenarol reinforcing Isar siux and spacings having an ryuivulant ctossuc7one l area of reinfurcar cot per'incal root of wall shall be pet^ntttcd pmvrred the 4 The Itttmber of ask stuns trued at each end of the header shall be ' /2 o r $' ' spaci,g the reinfureement docs not exceed 72 inches. J 1e4 � �:,. '- ,, detemtinad from Table 3.240, t', ,,-. ;r ',7 ,';':_�_;�::' _ ��.-.. REtiAStONS c.Vertical reinforceirma shall be Grade 60 mininrurn.The disiancc fro,n the face of the soil side of the wall to the center of vertical rcinforccment steal;beat least Y' °.� a- Y„- . 6 751ncnes. ... `� ' tv. � *� r a - h. ro k d.Soil classes are in accordance with Oic Umfied Soil Class:ficai,on System.Refer loTable R405.1. ,•. v�" ma x ?u ,sem * �E ,'.` y S-11h 1, Requ1red : : .,� }}.Y,.; ; i4� e.JraalancedbeCkfiChm tis thediffereucrintn: tnfrheexterioraitdintrriorfnish ground ovided,9reunbulancal Ti�bl® 36.48 i'leader S ans for Interior Loadbearing Walls i x rr +rr.• rt f' �, height too pr p � � MtnStn inti r � �,�. Klocking' �, , Y " , backfill heig:n shall he measured"sour tin cxlerior finish ground level w the top of the i[tenor concre a slab, -� .- r ., s1 :R ,.*. (Supporting Two Center g Floors) r ; � ti"' : , ,.� ¢ �...�.., :, >d '�, :, ter Bearin ��� G i� ' 4{ =ti,• '� s•�'•"iy�: 'fix Y' F d w �i l ,, tions: Roof/[dung Assembly DL=LO psf "� t' r ` Gable EI n d w a 1-11111 , r3_-�, _• sr Dead ASsumP � e r v s O,,t Building Width(FL) •' 1 s, e ,. . ', }.�y ~t 12 24 36 r 1- - �, 7'. f+ x�Y. Maximum Header/chtder Spans for ' ��'b � ,, a "r r,�s sr-a' ;, R� Cammott Lumber$ 11 x. Hea&m Supporting Svc (tt.4110 gL-ia) (R-in. w14 1", . . cme Floor Only 2-2x4 2-10 2-1 1-8 4?'` r,. `�, x iv (Centex Rowing) 2-2x6 4-2 3-1 2-6 r° ,I" v' s' N ^~ ,, Y: °' x 4'v 2-2x8 5.4 3-11 3-3 s�iZt,-'i }. -.1 u (.- 2-2x10 6-6 4-9 3-11 �.� ~'_ - 2-2xt2 7-6 5-6 4-7 3.2x8 6.8 4-10 4-4 3.2x12 9 5 6-11 5-9 Table A-3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) 4-2xg 7-8 5-8 4-A Resisting Uplift Loads from Wind - Exposure C 4-2x10 9-4 6-10 5-8 4.2x12 10.10 8-0 6-7 (Prescriptive Alternative to Table 3.2) Maximum Hesiderruitder Spans for Glued Laminated Bc-nisa'3' Size (fl.-in,) (R.-in.) (ft. II Three Speed Gust wins 85 100 110 120 130 140 ISO Speed m h 3x5.500 5.4 3-3 2-G Bottom Plate to Foundation Anchor Maximum Anchor gob CUL)"' 3x6.875 6-.8- 4-1 3-2 Bolt Connecrian Resistln Foundation Supporting ��� ) . 8'Fad Zones SHEATHING NOTES: WIND-BOURNE DEBRIS ANALYSIS 3x8.250 8-0 4- 11 3-10 29 25 22 20 18 3x9.625 9-4 5-9 4-s 1-3 ALL SBHEATHING TO BE NAILED IN ACCORDANCE WITH THE Design Is to be as follows: Uplift Loads Zones NAILINIG SCHEDULE OF THE AMERICAN FOREST & PAPER 3x t 1.000 10-8 6-7 S-1 29 26 23 21 1. Roof ratter connections from rafter to 3x12375 12-0 7-5 5-9 ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL ridge and rafter to plate to be 20 gage 3x13.7.% 13=4 8-3 6-4 ' Prescriptive limits are based o strapping with a minimum of six(8)8d ceedthetesserofthetabulated (WFCMI) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC nails 3x15.125 14-9 9-1 7.0 - When anchor bolts are us HIGH 1WI ND EDITION. 3x16.300 16-0 9- 10 7-7 values for uplift loads nos 3 2.1.7 and 3.2.2.3. 2. Roof sheathingoin -to be 112 Inch at 18 Inch ratter tspadng-nalling as required for 3xt7.87s a 10-9 s-3 (1) SHEATHING TO BE NAILED TO CCA SILL 3. Wale-8basic 11foot hng Ighshear x at 161 nly 3x19.230 a 11-6 8-11 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM center or 9 foot to 10 foot high use 3x20.625 u 12-4 9-6 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 4. 2Exterior two story walls to be engineered 3x22.000 0, 13-2 1D-2 3x23.373 0 14-0 10-9 (4) SHEATHING TO BE NAILED TO TOP PLATE diesignasrequired n 14-10 11-5 This building has been designed as a partially 3x24'75° enclosed structure as defined by the Now York 5x5.500 6-10 4-1° 3 7 NOTE:: State Building Code.The glazing Is not required 5x6.875 8-7 6-1 4-6 ALL S31MPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO to be Impact resistant towAnd-boumedebrls. 5x9:625 12-0 9-6 6-4 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED 5xll,D00 13-8 9-9 7-3 AMOUIINT CALCULATED FOR EACH CASE. 5x12.375 15-5 11-0 8-2 5x1S.125 a' t3-5 10-0 NOTE:: 5x16.500 c 14-7 1n-10 PROMIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS 3X 17.975 n 15-10 11-9 REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 5xt9.250 a c 12-8 AND "THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 5x20.625 n 13-7 WOOD) FRAME CONSTRUCTION MANUAL (WII FOR ONE AND TWO a Mwamm allowable headetlguder span exceeds 16 feet,spans ail FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. tNiAWING TITLE limited to 1 eat. 1 Tabulated spans are based on rF2 Garde Han-Fir,and are applicable NOTE': m species with equal or greaser to and C ftin the Sur)- arriewFor #(i.e., EAST? END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE F O U N DAT I O N Doug lumbw,Spa,sshallbem e.oledby0.75. /Earl• Fortf3 NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY Grade lumber,spam shall be multiplied by D.75. 2 Tabulated"paaaassmme24Foombiaationglulam, MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. & 3 Tabulated opens assume headers sWPorlwg single-gran floor joists. NAILING For headers Supporting continuous two span flow jjoiststabulated ALL FR00F SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET spans shall be multiplied by 0,89. OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, SCHEDULE + Theauattrerofjack studisrequired atcub end ofIheader shaUtx AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) determined fin T•t.t�x 7aC 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 NOTES GABLE STUDS (SEE LAYOUT). S'� NUMW- ALL (PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. GN 3 ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND i TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) SEUL• ,.�:e - -- I�� - le A-3.17A S® men#ed Shearwall Endv�rall Sheathing Length Requirements for ~ +� ~: -- Table A-3.8 Window Siil Plate Connection Requirements for Wind - Exposure C Table A-3a12A Roof Sheathing Requirements for Wind Loads - Exposure C Tab g Table 3.2SD Reduced Full Height Stud Requirements for Headers or Window Sill i ,., .x " 4;. f Connection Requiremen#s - Wind - Exposure C . Table A-3.4C Rake Overhang Outlooker Upli t _ Plates in Exterior Walls Resisting.Wind Loads - Exposure B & C > - "`1 '- ' '_ Exposure C __ - - - _ F . (Wind Perpendicular to Ridge) � ��` ' 4 �. �, � �;, t, Wind h 1 W 110 120 130 140 150 r Three Second(Gust Three Second Gust Spend(I33p ) 85 90 Distance from Top Plate Down to Header(a)or Distance from Bottom Plate Up to Window Sill Plate(b)to A,,,}' °4 -�> I- WItJI Height(x/h) where x is the larger of a ar b 4: Wind Speed(ttnph) 85 90 100 110 120 130 140 150 Three Second Gust Wind 85 90 100 110 120 130 140 150 Window 5111 Spsn Required Lateral Capaciry otConnection at Each Etrd of Three Second Gust Wind Speed(rmph) 8S 90 1D0 IID 120 130 140 ISO , m h (ft.) Window 5111 Plate lbs. '' i Beneath t s.4 s S ) Shear WaU L ne STRUCTURI�L SHEATHING► Building Sidewall Minimum Length of Full Height Sheathurg 0.0 0.1 02 0.3 0.4 0.5 4.6 0.7 0.8 0.4 1 0 •TM, r��. .A`' 'r� - '. Wall Sind "n U lif'.Gonnecrion Loads(lbs. i'2'�'` r._-���^T �' Ou:looker Spacing(in.) 2 110 123 152 184 219 257 298 342 to dimension across 3 or more su orfs l e L(ft ►ro Buildt ErrdwaU W ft. Header 5 an f1 r °"�""` 12 259 291 359 434 517 606 703 80' ( P ( ) Number of Full Hei t Stud R ed et F.ach End of the header 4 219 246 304 367 437 513 595 683 RaftenTruss Spacing g „ m SPa B Cm) �' �' Minimum Panel Thickness(in.;) Roof�Ceilin l2 16 � -2 2 2 6 3.1 3.7 4.2 4.9 16 346 367 478 579 GB9 808 93. 1076 6 329 �� �;IS�� fs � 770 893 1025 (inches,o.c.) _ � 2 1 l I 1 l 1 I 1 l 1 1 368 : :;, -1033` 1212' 1406' t6!4' g M. 1.190 '3661 3 4.2 4.9 5.7 b.5 24 518 581.. `T1'T= 4 =� x' _ 12 318 3!8 3/6 3/8 �, i 5.2 6.1 ?.I 8.1 6 1 2 2 3 3 3 3 3 2 3. 8. 708 i p� ;- 2 2 2 2 2 2 1 1 r 1 lit buil in Blcgoauta C:, 1_ `,�� �'o F ._' - 3,18 318 3/8 `° = �° , r. = 8 1 2 3 4 4 4 2 1 Tabulated outlookc. uplift cQanetion otsds as>t�u > {` 1 16c f� ,R _, 7.3 8.5 9.; 12 4 4 3 2 ti- �vtffian s less than 2 feet,tabulated values 1 y r * ' ' .. + t3 11 85 `?,ttA9 a loads nue based on2 foot,o F r _ 8 �- /1 15/32 _. '., ;x d ;'P"•,,;' s, x, ' 1U 1 2 4 5 S S S S 4 2 1 Tabulated outtooker uplift 4omiectio ,; a r•0 19.2 7/16 7 6 rte. e, 6 W 8.5 9.9 Il.4 i 211 i•.O H � .;.. ,-t,. : „x - ,;7_ .;t f � ` x �-` .z: 4 b 6 6 6 b 4 all be rmitted to bt mold liod'by-[( Li)ld' =s(Q t d' ,, :+ ;,,.,; 2 15132 15132 f �. -r"T`=' 12 1 3 ..Y �, ^ _.. *. 5 3 1 ,� ;• r �.:_;t P•.,.,. - ? .., `alio ed to be multiplied by 0.6. 8 11.3 13.0 r Zone 2 - the ofTrs�rfe ,4,tabuI upLft 1EN,� a p • 24 +�� - For overhangs Ideattec!lA .Per , g. .-, - }. }�.: = s ' � hitt^ 3 x" •- a. ;,tom +�e .= at t 16 i 3 b r � �. r s .6 8 7 b 3 1 1 r. :", t' ,�*i °z $3y t` 9 14 1 3 5 6 7 7 7 6 5 3 4 Uutlooker legg#h_I1�a11e'liti)ltod W 20 .-s r � , . ►t , _ �F•• e.:3'�:5q 'k,,, .rc„ - s•� _S,{• - Ji,#, .:.J` '`.M .4ii yi '.+q �1�:'.'# ',+cyL4 _, '..s -' .a:�•kr't'%4_y. "=iL... fy ". ,•9 -,, - A!.; •-"6ss , , •� _ ,�" '�- X1.7" 5.36i,� 9.g 94 't].0 12.7 I', e. 911, t k4t ]rte - .. 1. s 'r.- E+ �' 2.2 14.2 16._ s. ;,iia fi s,� -., �, :.- 5.2 S.B 7.2 4. :r 89 . 'r-1D-4 4 1 1 I I 1 1 1 ! 1 1 1 . ,?. R . �,: `t)` -: -' :,_ .- r « _. - '.g 40 r' _�• l 2 2 2_ 2 2 1 1 1 ` r :. :�e ` - `' ' 't r din may' ilia ''� "`�,,: -ate; ,t} R . ._ '1 ads a some a burl lot • r, ,� «,�« r ~i ,- =T„ �.' ;..,u E i' o s k� .M w : t! tX3i.;r � t` p 4 ''',:, 17.7 20, 6 1 1 2 2 3 3 3 2 4 o.c. Nal ting rte'" ` '' er e a -2'.A"�i, c-2'.2.6.5 ' . , k4 x 1 ;v*. �rt - C o n n ec ti e n p 5.joA0 < _� x, }� 114 s� � g'.1 . Rafterrl a 8 .5 7. 1 3 6 3 909- 3 0` 15 3 g 1 2 2 3 3 3 3 3 2 2 1 ;r. ;.. > - x .rs� •rn•�',- ,,;,�.;`- a :. �..;t•,�, d, :,---r .�_, y •+ 'tit ��1I11.n1t11Q F � •dot{ .,, -..., x t' 16 �.. a 4' P'erineter Z'tine = % Fj � (Inc t,.� 4`t �y °` a 7.8 8.8 10.8 13.1 15.6 18.3 21.2 24.a anal field Halling "r3 10 1 2 3 4 4 4 4 4 3 2 1 p ; , .f64*1. 5iR 5/R 5A SfR 5/>3 5/R ` t° 9.1 10.2 12.6 15.3 18.2 21.4 24.8 29.a 12 1 2 3 4 S S S 4 3 2 1 L - 4' Perimeter Zone ' • 8 5118 5/8 314 3;4 3�4 - - • .R - - _ - >• •� 1D,4 11.7 14.4 17.5 20.6 24.4 28.3 32.5 14 1 2 4 � 'S 6 6 6 5 4 2 1 '` ; panel edge nailing = _ !4 3/4 314 3/4 4 16 1 3 4 6 6 6 6 6 . 4 3 1 Roof,Ceiling, ', ,�� b.l 6.9 8.5 101 12.2 14.3 16.6 19.0 Z I l t 1 1 ! L 1 1 1 I x I' - _ g + 7.3 8.2 10.2 12.3 14.6 17.2 19.9 22.8 4 1 1 1 1 1 I l L 1 1 I. yi .k : .x, .- 3 + - v 8.6 9.6 11.8 14.3 11.1 20.0 233 26.7 I ° � 8 1 I 1 -2- 2 2 2, 2 1 1 1 # ,°. , Mn °. 1 � 24 1 L 2 2 2 2 . 2 2 2 1 1 Lea t*T of - J.. r t0 1 1 2 3 3 3 3 3 2 1 1 t- r x ,ti �'i 9.8 11.0 13.5 6;4r: ' ,19.5 22.4 26.5 10.5 r a;�L 1 i r ,�,r , y vim{ C^ S,*;*-'. th -;t yke's i� ' 1 i 0 12.3 15.2 18.4 6" 'tz3t y -25.7 29.9 34.3 12 1 2 2 3 3 3 3 3 2 < � .x'4 �=,•,R.i - lel} }. r;,<�•.. -+'. �tr 'u t .�-x"tY:�• �.N'. .. - �''iy',ri,,k""�"S' '2Y- -�:nhh .�; �ss, f' ,' t4 ! 2 '3 2 I a �. f ,,.3 �_"„ f. r.l Ji t +r �� c °x 2 33._ 38 I 3 4 4 4 3 3 2 1 }: .. ;. ?`r' :M �,. :: , 40 .. 1 .2 13.7 16.9 20.3 24.4 28.6 _",-;x _� ---- h, ' �� ° j '. . =y* �: �� a y *" t= �b,.x,, `' j 16 1 2 3 4 4 4 r=?-=--* t h'*Asa .� k 3. 4 47.6 �y ': `, 17.1 2 L 25. <34. 35.6 1 5 1 - .�. �� ,. _ 3 2 r S .., :f. �-;„�-, a ,:, .." 'r" b- -Q )5 The of dre connediou of the lop or bottom au to each full hci t ettld shall be Doti w van on Table 3.5 fix. zG 'q �' a �•'•v }x ' capacity pi gh equal m the unit tactual 1 ,'`° 't: Y^:+"S4� 4 .' ' �' "i-'' .€ "'..k'c -'v 3;:, e` �"�i''`us,4> -r=i'- ( )$7 Re uired4 4 / �, >~ �- - l " : _, t. q � fi . t .. w� �:� ; _ timees half of the headers an ok'e : ..ir<< ., 'w :. s• " - P C!�) by q int ai; x 411 T t 25• 3Q �� 4��,{� Ila r {-may, `" t ,,b' k fl 42.9 49.8 .47.1 �k, rti.1 � .. :_ L . ' . 18:3 2 : _ _ 4_ 17;< "36.6 divided the re aired ntunber of ftlll height studs(NFEi)selected from 3.23D. .�,.,,. `�%:7 s;-. �:,r::.. ....r'-'1 xz�',!. a,..s ..', e;.-,k.-., °#- --- ..* �SS;#m,` -s' ''r.:a3'a __,{ '• -� 'yi,. v. .F, r'�rt. i `` j• :� r '•. r'.`S" ,'.:Y- .�''--.PK: _4a -"ice -Yx r -:'Y _t t`- fr ;:�= Knocking , =tt. ;.: xtti_ z :` .>.• ,: * gid; . :gtf<„ . . ° ' ,. '^,.atwi s ,k '* --:"- ' - r' T or Bottom Plate to Each F 1 �,� ,.. rr, r .. 1 s.�- s' u l Hei t Stud Conueetion w 'FH j.. ,, °M,-. i�" Z•`ry t-. ,6 35.8. "42.6 50.1 58.1 66 61T ,t". a_ .. 7t�. `w�..,, '�q`t; r,�, ,- .•. e.� s -" ,of �:\,,. •9r, ,.}>.,_ 'i.`5- -.o+�c •i - '+ '." es. exp_-` ;F, y ., �r :Sz'Y- t ''-S• 4 .4 tel•,-d. :^r5'�. „k'" ♦,'F.,ac,. ', '-! .. `'+ d$: ^.'",-�, ar i - fi t, �y .�'�. '_SA; t,- VL.: ."'fa.. `. _ A,: 've ]+' rT" k.a:fa a•^. ,� > -.r .J' 1 l:', xr r tr b.� �t{iry'�'.� - F. _ 7.2 66 3 ," ."`l^ T3 .,•:AyM ,. ���`.n 'tAt.G.. .Tv�.: iy ..J _ ..� - _ t, .• , �. 4� 4.S,._ .Ex ; ° t'�; 3�,9:• ,. 1.0: 4B.7' 3 Gab c i 3�. � �, 3fr: s. . „_?- 'r ,k a.r obi»- 4;'- �..;- `�.': >''1'�.'rt:`'.ai;;:`:.:,iF,: �••: :•h. -#. (tti� .�:: r: ;�; .?- .�'� .les.' .h'n"i-!. Irl l+ •c_yr'+r."'�.4:!ta - :' -' ;�' I.L , t .c, .4 �. t�. Floors -, ,., �` t 9 36.. 41.9 �.. •* .j. < ;< �-, Roof Ceilin f 35 %. 22 6:' 26 31 S r- ..-�'. ~s.,; 'e.. .°,w, ,`y,- .,•.�'. ,'4 --e 2$,.?4+r. 3.Sa :c !k. k. - .-f... •-f: n "L.�.S';.`.''f�.. �-r„ .tar {� �'.'� �jte,`".Y,... ".}h', .......p -c'.�..-?t :?,�.' `I�'g`,;.'Cx" .4s- 'i`, ,'£ . *a ..,}k Y._'3' ,�.., •s. a• d'.Seti_1.y .'}Y-�'' -y-,. .We 4' >„� .•p 1 \ -i " :A' g" s4 36.0 1.8 47.9 _ .1 j g4'- t t ... u. r."'r- -, .?= 3 15, 7:3 .3ry \ J. ;;v + ,..tj'Sr'�r':�y�`?:" # ,,'.ri. .,.ty ;.`r-*... d`a,H�,=-•c TA'r a.= ' ie - - a t 2 1y •',�. . ,.:> :1 25.8 30.7 4 _ (// ^tile - JF, _�; w .q., :+i`- : v y;.,^ ..�•6°f• �."' "j.7',`'6M• - ,', :x - `�.�.. �+-- !" 'x:.,Y,., 'ya,• �$': �``=�\��"�= -Do[�te Tap Plate �-- *^±'• �'� .,:i� yyp4 _ 4J.. =i X5,'3 .Yc'•�' t'.#' r`.,,,F• .. �:Si. Ry i a - \\_••`\\+� 'x' ,,, r sty . ,U'a� ��`4� r , -,,;,t:,.l.rt s � _ -w'' 36 1'7.3-'- j94. - 24.0 ` 29A 34.5 40.5 47.0 53.9 _ ______ Li Y - \ -�_ \1\\�_�_ 1 „ , , r 40 19 2 21.6 26.6 32.2 38.3 45.0 52.2 54.9 W • ! SO 24.0 27.0 33.3 40.3 47.9 56.3 65.2 74.9 `�, \ O Z Table A-3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Loads - Table 3.9A Rafter/Celiing Joist #feel Joint Connection Requlre>:nents --- ) 60 28.9 32.4 39.9 48.3 57.5 67.5 78.3 89.9 i \I~ LL Exposure G rescri tive Altemtative to Table 3.9) / � (P p ��. ��' 70 33.7 37.7 46.6 SG.4 67.f 78.8 91.3 lOs.8 Header Table A-3.15 Minimum Attic Floor/Ceiling Length When Braclfng Gable Endwall W L , _ Full Heigh ~ (Prescriptive Alternative to Table 3.5) for Wind Loads - Exposure C � � Bo 38.5 43 1 53.3 64.4 ,6.z 90.0 104 4 119.8 - - Dead Load Atrsirm tions:Roof Asscmbl DL=l0 psf Stud �Ja Ck Stud a O __ t Tabulated length requirements assume a building located in Exposure C. 1 Tabulated sheathing lengths are based on 8 root wall heights.For other wall heights,H,the tabulated sheathing lengths shall be Window- W Roo1f Live Load Ground Snow Load ! h Three Second Gust Wind Speed(mph) RS 90 100 110 1Z0 130 140 ]50 20 psf 30 psf 50 psf 70 psf Thrce Second Gust Wind Speed multiplied by H 8. SII i Plate U (mph) 85 90 l0U 110 120 130 140 150 Tabulated sheathing lengths assume walls are sheathed as specified in Section 3.4.4.2. For other sheathing materials the tabulated \_ Required Nwaber of 1tSd Common Nails or 40d Rox Nails pea Stud to Plate Connection Roof Span(ft.) lengths shall be multiplied by the appropriate sheathing type adjustment factor in Table 3.17D. _ Stud Spacing(in.) Wall Height(ft.) =,t Length of Ceiling Diiaphragm(fl,)I�'3` Minimum length of full height sheathing shall not be less than the minimum required to satisfy the maximum shearwall segment \ 4 1 12 24 36 12 24 36 ]2 24 36 12 24 36 Assemblies Roof Pilch Roof Span(ft.) �� U g 1„ ; e _, >,fr``;!`. ;- l r z� :.vim°,:1,,<.. 1 2 2 2 '` measured cndicullar to able endwa.l { perp g ) aspect ratio limitation in Table 3.17D. . r� . R3; .:,�,., y., _ , i, .,. :, Rafter Spacing telt umber of 16d Common or 40d Box Nails r Heel Joint Conneedonl z3,4 ,6 12 4 4 4 4 4 4 S S s Total roof span shalt not exceed 3b feet based on 3.1.3.4a. Endwall widths up to RO feet are shown for use with rhe inscribed �„ »,= ` 2 Z 3 Rafter Slope Req ed N Pe Structural Sheathing 10 ,,#, # : ] ; ' 1�, ;, ;l,a` :; w,?a ' (in.) 1:12-3.12 .24: 8 8 8 8 B 9 110 _ bas_ildingprovisions o_f 3.1.3.3c. - __-_ -_ _ _- _- .__"---_ _ _ - - -- - _ b °f' Y `' 3 3 Att:c Floor or Ceiling Diaphragm Bracing ..:,8 I� 12 �,� Y -`,1_r�; KG M6- K ^ a� , ,-1 - 1 lz 4 1 Table A=3attL0A Illlaxirm m Ext�rlor L+@a�lbearing and lion• .oa�bearing Stud Lengths 1_ q�6 _k,.�A,;; x y ' f : ,,,__; 12 4 7 10 4 8 12 6 1 l 17 8 15 22 -. z t_ , 3 Gable Endwall ..-~ � .1:2 4;,. # e 4 5 5 d Loads _` 1 L - ' . --<,,-,1 'z A.2- Fel. 2 •yy 3 . - 4 :} 4' �Y . ar .r a for Conmmon Lumber Species Resisting Interior Zone Win - Bottom Plate \,\ ;` •r (r'; mss; ;FA. ,>r,� ter: : ` 16 5 9 13 5 10 15 8 15 22 10 20 29 MM ;fi= .;7 .,., "fr'aK �,„.k: (Wine Parallel to Ridge) 4 !2' f ri ,,;ma k `- %, Y 2 #:_ _ 4 3:12 x'-24 i t`."J, # $ �. 8-- 8 8 8 8 9 l U 2 13 7 Exposfure C (Con#.� - -� r :p; _ 'i -. q $� fi-� - r. "'t� _ 11 16 6 12 18 9 18 27 12 24 35 f.r i, i ;} y�;, r 3 :. �.y :�• 19.2 6 �, , "` ., 24 7 13 ]9 8 15 23 11 22 33 15 29 44 rim , - .F 4 4 S 5 Tributary Area of :"°i� ° a s _ - r� 5tteathed with a Minimum Sheathin Material?a LL � � r; ., �, � ' T `= .''-' 1• ' _ �" �' 8 8 to 1 I (Fully g ti_ 7 r �. >s 12 3 5 8 3 6 9 5 9 13 6 11 17 Ceiling Diaphragm rte;a -*> , fir�a, , :• .r,", z��f; a? E _; g s r 4o iso ,m. F._ ] 1 f ,? ,, 3 ] 22 `" t. ' may." s�2 lir, . _ ,3#_ 1. =4 a S 5 12o t3o 1 °, M °.5 ?, 16 4 7 10 4 8 I2 6 11 17 8 S a' kkx ::.',,, M ;tryS t ; ,e: =i .c, ' s ti c d? ri P f 4 4 2a6 2aa 2n1 2s6 i:i 2:4 2x6 2xa [:`^^ s w,�. 2 3 3:. 4 4:12 :+ s.e. �±F W p c t r z' 9 10 1 1 srwt s .cin 2a 2x6 2ztE 2tt r 3.-,a T ," x.� -I �. ] 2 .2 •:z 18 27 r?y a. K,• rove; te r•.. r '"` tz., ,' �. e'_ :� Spain +Gwde ,, , :, , el .,- 19.2 4 8 12 5 9 l4 7 14 20 9 ' 1 2 2 3' . { s� wi r" R # 'v .{ :F:.. Gn.1 MaximumAnowableStudLen th(f1.7n,) r� s � l � xr .r _ .3 4 4 F ': �' 24 5 10 !S 6 12 l 7 9 17 25 11 22 33f. c " t;� ': 12 4 �. v 4j,�: �=�# # 4 4 S b o-s 16• t t� 0 4 2 2 2 N' 3 3 4 5 7 p 2,`,`,% 7 Dote Fv-Latah 1 -1 1 -b t 11-6 1 a•S 1 10.t{ 1 6 t 16 w K,, _^rrf aha-�l it ' T j' ���Z a r 24 B g '.. Ot' a9 � �� .t 9 1� 1. Douilu F�-t�seh sl 11-E l i-9 t t f 0-6 I S•I t f 9-10 14.9 19-1 " " ', ._ 2 Z 3 3 4 4 S t2 3 4 6 3 5 7 4 7 10 5 9 14 r� Y `� 1 2 Dougtu Fe-Etch s2 I 1•S 17-4 - - ,•.�A � � t;w ,�:2 16 3 6 8 3 6 9 5 9 14 6 12 18 � _ `'4 0•o i s D 14-s 9.4 14.0 1 a•o 4�1,v�'i IS 7', , '`2 ; 4 4 5 6 $�_'. 24 B 8 - `$ > R 8 9 11 6 Dough FIs-Laren ai}sad E•to t 11.3 14.6 10.6 13'a 2 2 5:12x- - $�. r � ;yds x` "" 19.2 4 7 10 4 8 11 6 11 16 7 14 21 �l . r„ ;� ��,�; t ``2 2 3 3 4 5 5 6 24 4 8 12 S 9 14 7 l 4 20 9 18 27 ` _ 7 Hua Fu SS 11- ifs t 9-9 l s•t t s/., Hem-Fir /1 >r' t 9-7 14.7 1 s-9 � $ $ �1 cal 2 2 2 3 3 4 4 l 2 4 4 4 4 4 5 ' 6 s-lo 9_o 13.7 17-s '- 12 3 3 S 3 4 5 3 5 8 4 7 10 �' 9:12 ` 24 8 8 $ 8 $ l U 11 13 Hem Fir N/Stu 14.2 t o-2 J 3-2 ,moi Fs a X111 � a;2 2 2 3 3 4 5 5 _ - - s r. -y;I" s 4l : ,- 2 3 3 4 5 5 6 16 3 4 6 3 5 7 4 7 10 5 9 t 3 ���P � 12 4 4 4 4 4 5 Z Hem•F!r tan 6 li SouthernPme et? h r_, 10-2 16.4 f 1 1°,:..<•�� . +"' =~-z tria:x ;rk`l ;4 T, '"°"�_t' 2 7 19.2 3 5 7 3 6 8 4 8 t2 5 10 15 . 110:12- 24 8 8 $ 8 9 10 12 13 Southern Pine �: to-0 16.0 t 24 rFs14 a M .,2 3 4 4 5 G M ; k t ;, 24 3 6 9 4 7 10 S 10 1 S 7 13 19 Z 2 2 13 1$ 2rl Z 3 Southern Pint l0 17.4 a 9.9 is:e t F6 g't,r." j'2 3 3 4 5 6 7 8 Southern Pine !0.4 !4.9 ti 12 3 3 4 3 3 4 3 4 6 3 5 8 l2 4 4 4 4 4 5 5 6 9-0 1z-s 14-o K � 4yM1$ Z � e3: ; 4 4 5 ,, 6 7. 8 1112.. 24 8 8 B 8 9 ]1 12 14 Southam Pins 1.6 t2.10 116-E 11 0 14 3 f�y- -, s .Z, . Y. 16 3 3 5 3 4 5 3 5 8 4 7 10 Souther Pi 2 3 4 S 6 7:' 6: 9 2 2 l 1 ce-Pme•Fir ., t IO-7 16 11 t i f 9.7 1 5.4 t 9:12 ' {a 12 4 4 4 4 4 5 6 6 t r ab:e 3.5, `` iy 19.2 3 4 6 3 4 6 3 6 9 4 8 12 - , spn>a 1•tne-Fir t tD•4 t6•o t -' 14.to t9•I 9.2 13.9 17.9 ` 12.12 - 24 8 8 8 $ 9 1 1 ]3 14 spruce-riso•Fir t 4-9 14-10 14.1 9.2 13.9 17.9 Prescript e}tjt>SifS ale,,,4 e i(! aSs1 Wp11f7n15 w 1 �. Y k B 4 8 11 5 10 15 spruce rine Fir 16-t 7.1 t 1 I-I 1 t S-4 t I.0 14.2 l0•z t 3.1 '. '= nriecboti i;,,mems s}a it lx permitted to be rriultiplied by 0,92 for frauting t,ut located 24 3 S 7 3 5 y"�" - 3.. 2. -� 5 6 7. 8 !0 11 13 1 10-4 t6-t 1 4-t0 IS-10 1 9-S 15.1 t Tabulated"( Cp, 1req�Fe f 5 5 - PIr - :, .. . ._ ,r ,,.,/;x >:s"x+.,s,o:.:r,,t�; rix}.4 Y ,*.°. , 3 3 3 5 3 4 6 a : '.4+ ,.y.. 12 t7oualar Far- t <t� '; ra v Jx:x. "I- ,� n 12 3 3 3 3 3 Gypsum `�. t - > -_ ,*- r _4 within 8 feet' e"zt t .. t :`-�, .: L - Y it• ):sxs , u� - + 1 t ! -'"•r ••`�`:• -Fd. ,$^Fl=xt ':r, w �nt'f. t .'i' - I 2.. 2b 3� Dote fit- jt, 4 est ,, x :. . :'.r.r <3.a2..`: z4 10 1,1 :114 ,116 9' Ila+ 4 _- tv._ 10 14-9 19-0 4-I 137E I7-7 E-3 12-0 16 .:. - - 16 3 3 4 3 3 3 5 $ P Bra. P:.. - 4" 19-7 9-3 ! -0 It-0 8-7 12-11 16 E-0 12.0 IS-! s Tabulated fratniiig low agsutlnal:tittil Wg lbcato iA Exposure C 4 4 6 3 Ceilin Dia bra _ 12:12 a,;e r 4 4 7 t-y x 4 3 3 S 3 S 7 3 6 9 r - -r r `. , t)ottglu Fir- 19.2 3 3 Bracing GableEndwall .^d ,; ,, 12 5 74 g ll0` 12 t3 15 t><rzsluFv- 14-tt to-s t3-a 9-E 12-s 4.0 ]t•7 "Y: ,, t r s . _ i M. _._��,; , ,: 3d� •F 'r Dote luFir• - :: 0 r = :.: t ;d' y 24,a. >�1 12 _l4'" }'1?� .20" ..4 2, 31 ey Y>tiY _ S 3 4 6 3 6 9 4 8 11 (1AtndlaralleltoR gC)s �. *j4.lg� .- ;a:` r,, ,3' ., HemFrt t !-4 113-t t 9.3 14.11 19.11 E-to 14.2 ti-I1 ,ai, "Y.;,�L'*, ..`y �' � '• Yin: b.. - 2a 3 4 ^, y. � y11-, � ,ire.?:r4..- ,i �4' .Af•i ''4 i•F• 8 44 em-tb: t !-7 14.7 tx H ` 11 be rmimcd to be reduced 25%if nails are clinched l4 I G la-9 9-o l3-s iT-4 t•4 12.6 16.1 0 �'"w ? ' ` ."x ><al�� 1 gro4 Pe - fes` I2 s. ::> ('- Hem Fu 19-0 !-0 1] 6 17 5 12.6 Ib 1 11.7 IS•0 .rte#� {Y Nailin uuements aha Tributary Area of 9 33 2 u rtcd b a toadbearin wall header or rid a beam deal ed to resist thea lied 7 9' 10 l2 i z-t ." Heel joint connections are not requirred when the ridge is s ppo y g 8 $n PP ,a3:112 • 24, - :Il ." ', l5' 18 21 25 2 Hem-Fir 14-4 10-2 13.1 12-1 11.9 II.3 in Dla bra m R;��; t ,�.�. ._�..• _.: toads. Cell g P g c - � _„,,'''' _ rI :.. ,_'. 9_ l0 12 14 16 16 sot,thaa clan t to•x 16-4 t 3 14.9 19.9 '�, 3 When intermediate su rt of the ralfter is rovided b vertical struts or tulips to a loadbearin wall,the tabulated bed 'Dint connection 4 12 r , � :' PPo P Y P $ J 24 j'i 113:- 516:,' -, •19 22 26 30 34 soothes thea t to-0 tb•0 t 0 14.6 19.4 (7 8A Ridge Tension Strap Conneetlon Requirements for Wind - r uirementsshallbe rmittedtobeereduced roportionall to the reduction ins .6I z - �' �. . 1# 't. Table A-3. ^` '" ' to u.: la-o eq Pe P Y Pte• ,v„Y`''p; $,,,•� �' s- �' z ,' t ' : Y 31 4:11 5 Southaa Prue 9.9 1 S•E 1 a"` Exp®sure C Equivalent connections are required for ceiling joist to ceiling joist lap splices. -" 8 9 11 l2 t4 16 SouthesPine 9-0 12-E is p 4 to.to t3-b a °u, 3 Tabulated heel joint connection re qurirements do not include the additional weight of the ceiling assembly. 7:12 ' `'�= :24 =': . =13= ' ' 13 ` 16 20 23 27 31 36 ��`h'w t I-0 9-S t.•3 (Prescriptive Alternative to Table 3.6) 3 46 5 1 souther.latae - A ___ 6 Tabulated heel joint connection re ulirements asstmic ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling s Pi.bFv E-t 13-10 1 a•s 12 6 6 8 9 11 13 I5 1? Sprnco-Pme-Fir sl 7-l0 11•I O 15.2 � � m Dead Lad Asr�tptions Roof Assembly DL=10 ps` joists or rafter ties are located higherr in the attic space,no attic storage is assumed,and the tabulated heel joint connection requirements shall 8:12 24 12 14 17 20 23 28 33 37 Spruce-PuwFa ✓2 I4u Iso be increased by the following tortoise: 4 7-to 1 t•1 o t s-2 LTa m Z Tluce Second Oust Wind Speed(mph) 85 90 too !10 12C i 30 4 3 5 1 4R 6 64 Spruce-PiiwFir 03151ud •1 i-9 1 1•3 [� x�o V Roof span is r.,se Ceiling Height/Roof Ridge Heel Joint Connection 12 6 8 9 1 I 13 15 I' Pra�Fv SSiIs of Sd Common hails or toil Box\ails in Each End of 1-114'Strap 9:12 24 13 14 I B 21 25 29 34 39 t)ougfu Fir-Ecce ES 9- 17-7 i-2 I2-g 16-4 C C *lumbo Hei ht Adjustment Factors 7- q - Roof Pitd $ (H[ [t) J 2 10-S 13 4 9 a 12.5 Dotrglu Fir-Larch MI t•7 0 14-2 10-2 l3.2 � Oa�� °'"' R. 12 2 2. . 2; 3 : 3 4 4 5 �`_` y�O Dougtu Fir-Enoch A2 t.2 . - ,>4:�".'-�-= 5 6 ? N� 1 n 2 Va" 10:12 12 6 7 8 1 i} 11 13 15 i 8 t)otrgtu Fv-Larch A3y'Stod !.2 7-9 10-D 9-4 a 24 13 15 18 22 26 31 35 41 u%•` - � 1/3 LS 3 4 s - - OtiiTIER; tIP AND USE t3F DRAtMNGS . ,�.,}„ , r F h _ Hem-Ftr SS 11-0 t4-3 14-3 a-6 IJ-7 15-1 t-1 12-11 16.11 12.2 15 9 20 ` 11 3 :.` 3 ; "�"..,'; :,` '.S 6 � T T l/4 1.33 12 6 7 8 10 12 14 16 18 Hem-Fir tri 1-6 t2-9 16-5 7.10 11.9 IS-1 - ID-!0 13.11 t0•t 13-0 3:12 24 3 3 4 t =- S ,„ t5 ' 8 1 I:12 24 l4 1 S :9 2 3 27 32 37 4, Hem Fir N2 7•t l 11-f 0 1 S-3 . t0-11 14-0 . 10-1 13.0 . 9.4 12-0 These drCwtngs acrd specNicatlom indudiny 28,.-: 4 n.r 3 r . , 7 xj,- ':,> try 1.25 ":_: ''`. "'.'4' ;-- 3,, r s,6.- z �`7-f . --'{dr", ll I/6 1.2 a0 4 G 7{ Hcm-Fir M3."5[ud 1.11 i t-/r E-2 10-7 9.9 9-1 the ideas, eslgn an orrangems H m-F - - reprsaerttsd therein, an the roperty of 12 6 7 8 10 12 14 16 1 R East End De°lgn Associates, �• No part c .'`gZ ,r 3 ,, r; 24 Southern Prue SS 9-4 1 s-0 1 t-Ill 14-2 la-1 1 a-S 13.6 1 a•0 a•0 12.10 17.2 thereof shell be copied, disclosed to r _ �s. c._ 36' 4 4 6u 2 *+' ` `1- ' 1 ."4, 1/10 1,11 12:12 24 14 16 20 a4 28 33 38 44 SouthemPme Ir► 9-2 u.a 19-a a•i 13-I1 la-7 11.3 13.2 17-7 7-10 12-7 16.4 W " `12 r°'1 r ?' ' 2 � 3 * 4 Note:Lateral deflection of the rafterr below the rafter ties tray exceed 314 inch when rafter ties are Located eboye one-thud 2 42 9 7 southern Plne !r2 9-o t4•s t E-s a.6 t3•s 16-1 t a.l 12.4 1 s-7 1 t-6 t 4'6 others or used n Cort w Orly work or project other than for which they >t6'; y Y* 2 2 3"i f >- 3 ��4. w `_'-5 6 SCC °OOIIIatt l-S. SouthernPtns s3 7••11 11.1 f]-9 - 10.2 t2•E - 9-5 it-1 t.9 ID-10 - ;' of the ridge height,Hit or when lie les greater than 2 feet and may require additional consideration. - southern Ptns Stud 9-E 12-d t-10 t l-6 E-2 10-7 9 f 0 have been prapOred without written 20 2 `. 2 3 4 4 _S' 6 consent of East End Destyn Aesoctotes, 4 6 7 g i�o�tlnotes to Table A-3.15 3outhemPttx Standard - - - - 4 I i 24 2 3 3 Spruce Pixie Pit SS t•9 14•I i E-9 t.4 13-♦ I7-3 7--I 1 12•4 1 S•11 I 1-6 14.10 Q "- A .1. 28- ' :`3 3 4 5 6 7 & AMERICAN F012EST Re PAPEP_ASS( lATlf)N spruce-Piwnr !r1 9.0 12.1 1 S-6 1 I-t 14-3 - 10.3 13.2 9 6 12 3 � ,.e. ,`. :'.: 4 S 7 ti 9 Spnzee PsdFu s2 t-0 l2-I t 5-b l I-1 14-3 I D•3 13.2 - 9.6 12.3 PROJECT N0 _,�:. _ : ,- 3?.-r ': 3. 3 Tabulated attic floor or Ceilin len re uirements assume sheathin continuous from ble-end to able-end. For an atxic floor or ceilin =`v., 36 - -` 3 4 5 6 7 9 - Table A-3.10 ®of Shcatsiting Attaclmlrnent RegSAireenent8 for Wind Loads - t $ R g g g speucaPiae•Fir s313asd 1.11 11-6 t-2 10-7 9.9 9-I 866- 00 12 t 1 2 2 2 3 3 3 Exp f She tt bracing only one gabie�l3d,the tabutatod length requirement shall be pelznittcd to be multrplicd by 0.134. In no case shall the length Allawablir"tem aaeedt 20lt ta. requirement be less than cmc-third of the distance between bracin ovalis for sirm ceilin s or one-third of the distance for attic floors or 16 ` 1 2 2 2 3 3 a 4 _.._ - S g Ltrinber grade am available or allowable stud length is las titan 7 R-9 is (far a a wall height) CM A ,_. 2 3 3 4 S 5 ceilings sheathed with structural sheathing. ° Maximum stud Im iho is Table A-3.20A are loved on iWaior none toads nail assume tlut an studs are sheathed wits mtnimam/hearing rttatais) Srvds wnhia 4 fed of eoiwees SCALE 20 . . .2 2 shag be sheathed os Ute exterioe with a inuumum of 3A inch wood structural panels and on the interior with minimum shead►tng material or Blvd spacings shldl bs mut[rpli°d by w r n ,_..` Tabulated unit lateral loads assume a building located in Exposure C. O.aS inning loerted widrin 4 led of corners w aeeoeint►be the additiaal toil nolo Wading rr gttvartrents. lbs additional ending capacity provided by rix wood strticrttral 1/4 = ^C) . , 5:12 T,"i.F-1r'.. • 24 , ._i ..i-2. 2 3 3 4 5 6 6 ;, . ;.. 6 Three Second Guest 85 100 110 120 130 140 t50 i _. :- '•2g -::`Z 2 3 4 5 Wind S ed 3 Tabulated lrtrit lateral loads are based on 8 foot oval)heights.For other wall heights,H,the tabulated tnnit lateral loads shall be multipii fey ori anti arnt is asartmad to suf6cisat to tenial tAe addtuonal end nae loading nsiternetus. ,5 7 8 9- e 32 2 3 3 4 �._s by H/B. 1�Q� 36 Lg 3 4 5 ;,:.6 7 r"s B STRIJCTIIRALSHEATHING 4 Atticftaororceilingdiaphragmsarenotrequiredforhiproofsynems. �o®note 10 TabiQ A-3afrVA aC1d B 06-20-05 ti ±.1 I 2 2 � -? 3Lg} ;§less • 3 E F E F E F 1; F E F E F E F E F �,r ^„Y , E 'A a s Tabulated gypsum ceiling rtx(uirements shall be pel7nitted to be multiplied by 0.78 when ceiling framing is spaced at t6 inches o.c,or less. ��� . .: ''` 1.6 -;hs '- t Rafteririnus Spaceing CommonNaiti or tOdBox Nails(irichcs,o.c)s �76 @gni®nti$d Shearwall Sidowall She ltlming Length Requlren`tents ► Maximum stud Lengths in Tables 3.20A and$are based on wind loads. For dead and live toads,stud lengths shall be ` : :-, ` .. N , ° s Table A-3a '�= ;�' 20,1:: ; 2 z ` y�4. r!I Sheathing Location limited to the re irements in the followin table. a > us 3.: . � ° 5 6 cinchet,D.c.) for Wlnd - Exposure C $ ` 'r t "' 12 6 12 6 t 2 6 12 6:12 w (Wlrxf Parallel to Ridge) x 2 ,2 t 7r=t t � z 3 ,4 y�r ±�5 b 12 b 12 6 122 6 12' 32 i ', 2"- ' ,` 3 ;a ,� 3 K 4- �,¢'� ' ,, 7 g 16 12: 2x3 2x4 2x5 2x6_ -- 2x8 36 e- �-" "� }� , ,Sit a" 7 a lnrerior 7nne i 6 121 6 122 6 Maximum Uns rted Stud Lcn (ft l2 } 1 t 'ir*.. * 3",<''" x e Z 3 3 12' 6 12` 6 12 _ 10 10 10 ]0 Three Second Ghat Wind Speed(mph) 85 40 100 110 !20 130 140 ISO Loadbearing Studs 16 ^ :r.t ? ` . 3 3 4 63 63 63 63 63 20 , t=`�- . U-z^I <_- 3 4 s 3 4+ 4• 44 4' Building Endwall Minimum Length of Full Height Sheathing Maximtun Scud Spacing{in.o.c.) 1:12-12:12 14 2 % 24;_�- �t,f`.I ' 3 t ' 3 4 5 5 6 - _ Shear Wall Line Beneath Su rtin a S S e Pcritnetcr Edge Zone 44 a Le W ft on Buildin Sidewall L R t 2a 4 s 28 2 2 3 3 6 6 6 6 b - - - Roof&Celli Roof& s �:. �• 24 24 32 2 2 3 4 4 5 6 6 6 63 6' 6 ng 12 .8 2.2 2.7 3.1 3.6 4.2 ,a a 3 4 5 6 7 8 36 2 3 4` 4� 4` 3.S 4.2 4.6 5.5 �c"c4`r •�` .75 for Munro not located within 8 feet of building Crahlc Endwall Rakc or R rk 3 4 4 4' 4' 4` 4' b o , , , . 7 s " .24 24 t Tabulated cunnecliun tsquiremcnu shall be perroined to be multiplied y E b 6 6 4 4 comers. Gable F,odwaU Rake or ltak _ ••�` 6 6 6 4 4 4 5.2 6.0 6.9 .- 4�ryF ��:�� Tabulated ridge connection loads assume a building located m Expowre C, 6.2 7 2 8.3 _ 24 Tabulated connection req uiremenu are based on total uplift molten 0.6 of the roof assembly dead load(0.6 x 10 psf). .'* BOARD S1AT131r10 - ; ' Tabulaxd connection requirements are based on a 12 Inch ridge strap spacing,for oflerent ridge strap spec:t:gs,mu,uply the Minimum Ntrtmher of 8d Contmott Nmis 73 8 4 9 7 a4 tabulated values by the appropriate multiplier below Sheathing Size porSupport _ - 3 9.6 11.1 Ridge Strap Spacing(ir.) 12 16 19.2 2a 48 2 2 2 / 24 1xG or 1x8 Sheathing 2 2 2 2 4.3 10.9 12.5 Multiplier 1.00 133 1.60 2.00 4.00 3 3 3 3 3 3 3 , '� i %%%,-•n the tabulated number of nails mgtured in each end of the strap is equal to 1 and the frarrurig is utached to accwriance 1 x]0 M r at Cr Sheathin ` 4.4 5.0 6.2 i 12.1 13.8 MzxiulUm U J'� 10 14 20 ZO 7. in o.c. uirod, w 6.2 7.7 13A 15.1 1 3 tad 5 act -I is not R .6 5 additional nail q S - S Mtlximum n and nR end est with Table 3.1,th g P -•a -• ' r of I Od corrimon nails r cared in enh end of the collar uc Hero nut a tit at , mbd. W C '�- 24 6 e thr nu atl S 24 n lieu of a rid N _ 24 ie is used i E P 8 N'' a collar t E �P. - d nen �/ 16 2 exceed tux tabulated number of Ild common nails in a steel strap,or the number of 12d box nails in each end of the collo Itc / 6.7 7.5 9.2 11.2 13.3 15,6 18.1 20.8 in a steel alta . F - I>:sii spacing At• d 1"14•) ' , I need not exceed the tabulated number of IOd box nails p '� 7.8 8.7 10.8 13.0 15.5 18.2 21.1 2a3 '",5 Table A-3,7 Deader Conn®etlon Requirements for Wind - Exposure C I Fur rooffibesthrngwi of,indudiag ,foci on eachsi eredgezoneattachment y' = 8.9 10.0 12.3 14.9 17.7 20.8 24.1 27.7 '- - requirements shall Ire us • Tabulated 12 inch o.c.nail. bars with 0.42< G<OA9, Roof,Ceiling, 4.6 5.2 6.4 7.7 9.2 10.8 12.5 14.3 "`;: `�`Yr� "� NOT1St Dead Load 'onE:Roof/C,eilin Assembl DL=1 S sf the nail spacings shall be r SS 6.2 7.6 93 11.0 12.9 15.D 17.2 � � =- °-' SHEATHING N�0 TE S: WIND-BOURNE DEBRIS ANALYSIS members with 0.42<G<0.44, �, • ' Tabulated 6 inch o,e.nail spat' ALL SHEATHING Tf0 BE NAILED IN ACCORDANCE WITH THE Design is to be as follows: Three Second Crust I IO 120 130 !40 150 6,4 7.2 8.9 10.8 12.8 IS.1 17.5 20.1 100 the nail spacings shall be reduced '` 85 mernbelrtwith0.42<G<0,49, ''" `"" NAILING SCHEDULEE OF THE AMERICAN FOREST & PAPER 1, Roof rafter connections from rafter to Wind Speed(mph) ' Tabulated 4 tach o.c•Hai!spacing as g ' y I ' I 7.4 8.3 10.2 112 20.0 22.9 '' ` `` - Header R Ca act of Connection at Each End of Header bs. '� the nail spacings shall be seduced to 3 inn ' - ',r I �: _ "' ASSOCIATION(AF 28c PA) WOOD FRAME CONSTRUCTION MANUAL ridge and rafter to plata m fix gage B3 9.3 1 LS 22.5 25.8 � � " � i �y strapping with a minimum ix sec(8)6d Roof Span a 34 34 1 U3'4 L 3 ted nail in asaumt abuildirdg iota ' (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC nails 4 Tabula 2. Roof sheathin to be 1/2 Inch at 16 Inch S an L U 1pae g P 34 4 L U � .7 L U3 .7 zS.D 2a hN ft.) G3• L U L U3' L L13 9.2 10.3 !2 - �, .� HIGH WIND EDITIO rafterspecing-nallingaarequlredfor 34 n Illn and shear ulremeMs 443 bask a 8 tea 7 29 g 257 37 .2 35.8 1 S 31 �-�� t 3 12 1 1ST 8 219 .5 .9 2 93 110 1 13 123 +1 3. Walla-8 ft3ot h -2 x 4 et 18'urn I NA LE T 595 8B6 683 - - IN T E D 0 A SILL 3o sI3 753 ants for Wind (1) SHEATH G CDB CC n Re uirenm center or 9 foot m 10 foot hl h use rime t 43.0 g _ Gla d din Attach -<. .3 37.s , 1 Si>E estkhln a rid q 4 187 219 227 770 1130 893 1329 lots Table A 3.11 Wai g g �w 6 280 329 L®ads - EX Ostir@ G L . � (2) SI,EATHING T(0 EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 2xsati6•oncenter 6 1507 1190 1772 1366 mp \�/ 7.7 43.7 50.2 8 3�4 43 1883 1488 2215 1708 - - -- - (3) SHEATHING T(0 EQUALLY SPAN 2ND FLOOR AND ATTiC TOP PLATES a. Exterior two story walls to besngirteered 43.1 50.0 57.3 (4) SHEATHING T(0 BE NAILED TO TOP PLATE design asrequlnsd 12 10 467 12 S 64 1785 2659 2049 2083 3102 2391 Three Second Guist B5 90 100 110 120 130 140 150 Roof,Ceiling,&2 doors 22.4 26.5 30.5 14 2380 3545 2733 Wind S 22.3 26.1 30.3 34.8 This building has been designed as a partlelly NOTE: enclosed structure as defined by the New York 42 -�` State Building Code.The glazing tit not required lb gg 721 3 � `° ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO to balmpadreslstanttawlnd-boumedebrla. 2 329 1 STRUCTURAL SHEATHING �� 36 _ 21.1 2S.t 29.4 34.1 39.2 304 659 367 8 5 t441 bB3 E F E F E F E F E F E F E F E F ' HAVE A CAPACITTY EQUAL TO OR GREATER THAN THE REQUIRED 4b 4 4 3 2162 1025 40 14.0 IS.7 19.3 Z3.4 27.8 32.7 31.9 43.S I 455 9RR 551 1248 tad S nein AMOUNT CALCULi.ATED FOR EACH CASE. S hes o.c"'' 001 607 1317 735 1663 6 1190 2882 1366 P >i Elh. "_ $dCommon Nails or!Oil Box Nails(mc ) SO 17 5 19.6 24.2 29.2 34.8 40.8 47.4 54,4 Shca[hing Location � �. w 3057 1468 3603 1708 (inches,o.c.) . :� s_y�..I ; :. .leu. t.� ._ ` . SO 1283 .. 60 21.0 23.5 29.0 35,1 41.8 49.0 56.8 65.3 NOTE: 24 1231 759 1646 918 2079 i ice, �I t2 Y" � � :: y- ', .."„�,� ' 12 6 t2 6 12 6 l2 ! PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS .. -m. 1302 911 1976 L 102 2495 1312 3059 1534 3669 1785 4324 2049 - '� �� ;c, 1752 1063 2305 1286 2911 1530 3569 1796 4280 2083 5044 2391 Intenor tone lb :Z; P " ' = 6 12 6 122 6 12' '�.�w 70 24.4 27A 33.8 40.9 48.7 57.2 66.3 76.1 REQUIRED BY THIE BUILDING CODE OF THE STATE OF NEW YORK, `; _a6 121 6 6 6 6 L 2002 121s 2634 1a70 3327 1749 4079 2053 4892 2380 5766 2733 ���� „r ,; ., ;.,� � _T �. � . • � � 80 27.9 31.3 38.7 46.8 s5.1 6s.4 7s.6 g7.o AND THE AMERICtiAN FOREST & PAPER ASSOCIATION (AF & PA) 345 152 455 184 576 219 707 257 849 298 1001 342 esa y V* i Tabulated length requirements assume a building located in Exposure C. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO <- * ,ar " r ;� 12 6 121 6 t2' 690 304 910 367 1151 437 1414 513 1697 595 2042 683 �� r'i .-, , ," ,. '_ A-� , 1 Tabulated sheath' len s aro based on 8 foot wall het ts.For other wall het P,-17;•. 4 21 6 122 6 6 Ing gth gh ghb,Ii,thetabulaudsbeathinglengthashallbe FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 4"Edge Zone l�` `e='== ' ,�d�2' multiplied by W8. 1034 455 1365 551 1727 656 2121 770 2546 893 3003 1025 r is z` 1Z 6 12 r. ` :,b 63 63 6r 63 DRAWING TritE ,. ' - 3 Tabulated sheathing lengths assume walla are sheathed as specified in Section 3.4.4.2. For other sheathing materials the tabulated 1379 607 1820 735 2303 874 2828 1026 3395 1190 4003 1�o NOTE: 36 1724 759 2.275 918 2879 10 535 1283 4243 1488 5004 1 hnagthsshallbemultipliedbyftappropriatesheathingtypeadjuslmentfectocinTable3.i7D. EAST END DESIGGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE BOARD Minimum length of full bright t>heathiag shall Dot be less than the minimum required to satisfy tote maximtral sbearwaU Iegluent NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY 2069 911 2730 1102 3454 13 5092 1785 6005 2049 _ +µ R+ 083 7006 2391 .� ;" Minimum Nunrberof ad ails a lOd Box Nails aspxt ra(;o timisat;on in Table 3.17D. MATERIAL OR WVORKMANSHIP PROVIDED TO THIS JOB SITE. NAI L I N G 2414 1063 3185 1286 4030 1 Sheathing Sine sem- s < per Support 8007 2733 �`�= �►. �• `�� �`- ' Total roof span ahaU not exceed 36 fat based on 3.13.4a. Endwall width:lip to BO fat are shottvn for use with the inscn'bed 1 759 1215 3640 1470 4606 1x6 or 1x8 5hcathing � ,-, , `'°°' -4 ' 1`a.2 2 2 2 2 2 2 2 building provisions of 3.13.3c. S C H E D U L E : -� ALL ROOF SHEl,ATHING IS TO BE FASTENED AND INSTALLED TO MEET U - Co I x I 0 or Lar er Shea - 4 ' ''"t:+ ��aka 3 3 3 3 3 3 3 L Me Conn )' �� ,; OR EXCEED ALLL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, & ctively,forframing �" _ a AND THE AMERICAN FOREST & PAPER ASSOCIATION {AF & PA) E - l;ait spacing atAP` y5 r Tabulated uplift F Nadspacingal= A( ;- ; in'4irepaolielfield(in.) WOOD FRAME CCONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY NOTES not located within --"" k- - _._ i. . _ - DWELLINGS, 20001 SBC HIGH WIND EDITI N. TahulatedframingI •�'' - , r r ... ` For tall sheathing v 4-to i ofllw ccpinet,The `foot edge none anachment requirements shall be•iteati 3 Tabulated uplift requite ��-- = •i'F�, ads foe headers supporting Tabulated l2 inch o.b:qid(" EbegtTaing attachrA to stud flaming members with G a2, members with 0.42<G<0 49,[Ile ALL PLYWOOD SH EATH I N G I S TO STAGGER FLOOR JOISTS AND TOP PLA 4 Tabulated uplift loads ate for each fill wall above. - m ` � 'a ' span natlspacrngsshallbeit4dtl�edfo ,ne1�o ',.-: b GABLE STUDS I(SEE LAYOUT). �� �� floor loads, the tabulated uplift I t'+: '�-' =-.' --6,*JV, 7 11 < < ' Tabulated 6 inch o.c.n1iii stt(tdbcd to rafterrtruss framing mean � 1 ldrbers with 0.42 G 0.49, thcmilspacrngarJhall �` ;"" `n a`w'e " ' ALL PLYWOOD IIS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. b4o� .� _ iv s For exterior petrel siding - , Tabulucd nail spacings assg ., - µ r' - - GN 4 - _ a�. r ,. :. ��� _ _ ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND ' TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DE I SEAL. � Ado �� u U. 7n I �FESSIO P `E k i 1 I . LU ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MAMIUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) l 000 000 000 000 000 O C0 I— Q —B" HALF ROUND COPPER GUTTERS WITH STRAPS (32' oc) �--6" HALF ROUND COPPER GUTTERS WITHI STRAPS (32' oc) �/ Z WITH 3' DIA. LEADERS PIPED TO DRYWELLS WITH 3" DIA. LEADERS PIPED TO DRYWELLS LV 3" DIA LEADERS PIPED TO DRYWELLS 3" DIA LEADERS PIPED TO DRYWELLS V J f 11 ' LIJ O 2 Cl) U OPEN PAVILIONI ;� ,I U OPEN PAVILION � • a �� el. 36'-9 5/8" finished floor titil® . 36'-9 5/8" (finished floor _ 2' MASONRY FINISH COURSE ) e112' MASONRY FINISH COURSE ) u TO DRYWELL 0 TOP OF GRADE AT PAVILION — el. 27.5' +/— (VARIES) tl EAST ELEVATION- SOUTH N ELEVAT! O O �mill CIO Zh� O V E E-+ o "u 0 c CLG� aW OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to ROOF VENT AS REQUIRED (ON BACK ONLY) others or used in connection with any work or project other than for which they hove been prepared without written consent of East End Design Associates, LLC. PROJECT NO: ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) EXHAUST HOOD VENT 866-2005 DRAWN BY: CMA scxE: DATE: 06-20-05 REVISIONS: 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc)---4 6HALF ROUND COPPER GUTTERS WITH STRAPS (32- oc)— WITH 3' DLk LEADERS PIPED TO DRYWELLS WITH 3' DIA• LEADERS PIPED TO DRYWELLS 3' DIA LEADERS PIPED TO DRYWELLS 3' DIA. LEADERS PIPED TO DRYWELLS �c, o E I iv y � o: J I I OPEN PAVILION { h L4'–O" el. 36'-9 5/8" finished floor i el. 36'-9 5/8' (finished floor) 2' MASONRY FINISH COURSE 2' MASONRY FINISH COURSE TO DRYWELL TO DRYWELL TO DRYWELL I � I I i I OPEN STORAGE i NOn3: WIND-BOURNE DEBRIS ANALYSIS I I I Design is to be as follows: i 1. Roof rafter connections from rafter to TOP OF GRADE AT PAVILION el. 27,5' +/– (VARIES) TOP OF GRADE AT PAVILION = el. 217.5' +/– (VARIES) ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d nails 2. Roof sheathing to be 1/2 Inch at 16 inch ratter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16"on WEST E NORTH ELEVATION 2 nter ator 9 16"on ce 1terfoot high use 4. Exterior two story walls to be engineered design as required This building has bean designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-bourne debris. DRAWING 11TLE: POOL PAVILION WIND-EOURNE DEBRIS ANALYSIS ELEVATIONS Design i is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a SHEET NUMBER; nninimum of six (6) 8d nails 2. Roof sheathing to be 1/2 inch at 16 inch rafter spacing - nailing as required for basic nailing and shear requirements 3. Walls - 8 foot high - 2 x 4 at 16" on center or 9 foot to 10 foot high use 2 x 6 at 16" on center 4. Exterior two story walls to be engineered design as required 1 This buiilding has been designed as a partially enclosed structure as defined by the New York State 1 Building Code. The glazing is not required to be Impact resistant to wind-bourne debris. �i SEAL: 1 28'-0" j I 4'-6" 5'-0" 2'-0" 5'-0" 2'-0" 5'-0" 4'-6" 4'-6" 5'-0" 2'-0" 5'-0" 2'-0" 5'-0" i s d UPPER RETAINING WALL PROVIDE REBAR FOR PROVIDE REBAR FOR UPPER RETAIINING WALL CONNECTION TO POOL CABANA T.W. = 36.3' B.W. = 30.0' CONNECTION TO POOL CABANA T.W. = 36.3" B.W. = 30.0' FOUNDATION (FINISH 36.8') FOUNDATION (FINISH 36.8") - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - -i rlCz - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — V-0"1 26'-0" r'-O" #5 R BAR FOR THERMATRU FIBERCLASSIC PATIO CONNECTIO I#5 REBA FORLU 1 I POOL 6068 U40 DOUBLE DOOR 1 I D D ^ I WR18 - 172" CORRUGATED METAL DECKING I ATIO CONINECTION D k 6" COIN I PUM \ ' (VERIFY DIMENSIONS) I 1 1 w/ 4" POURED CONCRETE SLAB 1 1 \\� SET IN V- CK 1 1 r ^ I w/ #5 REBAR - 6" oc BOTH DIRECTIONS 1 (2) 16" x 8" VENTS (2) 16" x 8" VENTS I 6' C O N D _ — ® AFFy 1 ® 6' AFF — — — _ _ — 1 1 AFF 1 ® 6' AFF — — — – I — — — — — — — — I - - - - - - - - - - - - - - - - - - - - - - � L _ _ Uj � --� 10 10 t2 r C I I \\\ I I C C I I WR18 - 1Y2" CORRUGATED METAL DECKING • I I HEAT I I I w/ 4" POURED CONCRETE SLAB C ' `� w/ #5 REBAR - 6" oc BOTH DIRECTIONS I EXCHANGER I I 100 00 00 I I i #5 REBAR FOR I ( #5 REBAR FOR O PATIO CONNECTION I1 PATIO CONNECTION Cn 1 -0'i I '-0" —0" - - — — —— — — — — — — — — — — — 444 - 4 - 4 - 444 - 4 - 4 - 4j ­ 0 — — J � W 1 a - - - - - - - - - -U 24" x 12" POURED CONCRETE FOOTING LLf ❑ ❑ ❑ ❑ I V PROVIDE ALL REQUIRED CONDUITS FOR POOL EQUIPMENT z z z z J-- 7 -1' Q (VERIFY SIZE & LOCATION WITH POOL CONTRACTOR) 0 0 0 0 O s" W PROVIDE ADDITIONAL CONDUITS FOR SPRINKLER SYSTEM CONTROL, �0 9 9 U ELECTRIC LINES, WATER LINES, HEAT EXCHANGER / JANDY SYSTEM, LOW VOLTAGE CONTROL & SECURITY WIRING. Q U 3'-0" 22'-0" 3'–0" 3'-0" 22'-0" 28'-0" 28'-0" LIM 0 B A B A FOUNDATION ANCHOR BOLT PLAN_ FOUNDATION DIMENSION PLAN- 10 O° FILLET WELD o -I 12"x12"xY2" STEEL BASE PLATE ° O° O 4x4 STEEL BOX TUBE w/ /8 WALLS (4) 3/4" x 18" ANCHOR BOLTS CM toll �Q n C7 � E v COLUMN EASE PLATE DETAIL 0 �mZ B A ^ � < m 2-C CL Gs 01L '� 4w OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the Ideas, design and arrangements represented therein, are theDroperty of East End Design Associates, ILC. No part thereof shall be copied, dteclosed to others or used in connection with any workor project other than for which they have baso prepared without written consent of East End Design Associates, #3 STIRRUP ® 2'-0" oc WR18 - 1Y2" CORRUGATED METAL DECKING LLC. w/ 4" POURED CONCRETE SLAB PROJECT t� w/ #5 REBAR - 6" oc BOTH DIRECTIONS PROTIDE REBAR FOR UPPER RETAINING WALL DRAWN BY. 86G-2005 CONNECTION TO POOL CABANA T.W. = 36.3' B.W. = 30.0' #5 REBAR FOUNDATION (FINISH 36.8') CMA SCALE: on - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - CONCRETE HEADER CONCRETE HEADER CONCRETE HEADER 18" #5 REBAR ANGLED AT ALL CORNERS - - - - (2 ® DOORS. 4 ® WINDOWS) DATE' - - _ - - — - - - - - 06-20-05 r REVISIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -, I - - - - - - i I I I p , „ 2,/, I D I POOL T 4" SLAB PITCHED @ 1/8" PER FOOT T '"01 6" COND ( PUM \ I I (2) #5 REBAR VERTICLE ® SIDES TYPICAL DOOR OPENING -� I I I \\\ I 1 6" CON - - - - - - - - - - - - - - -- - - - - - - - - - - --I 1N I \ CONCRETE HEADER I (4) #5 REBAR o �w L - - - - - - - - - - - - - - - - -- - - - - - r - - - � #3 STIRRUP ® 2'-0" oc01 C IHEAT C I I \ \ 1 EXCHANGER 1 I 1 1 I I V-BUCK AT ALL DOOR AND WINDOW JAMBS -� L - - - - - - - - - - - - - - - - - - - - - - - - � I I ❑ ❑ ❑ ❑ PROVIDE ALL REQUIRED CONDUITS FOR POOL EQUIPMENT (VERIFY SIZE & LOCATION WITH POOL CONTRACTOR) ov v ov NOTES: PROVIDE ADDITIONAL CONDUITS FOR SPRINKLER SYSTEM CONTROL, WIND-BOURNE DEBRIS ANALYSIS ELECTRIC LINES, WATER LINES, HEAT EXCHANGER / JANDY SYSTEM, Design is to be as follows: LOW VOLTAGE CONTROL & SECURITY WIRING. 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d nils 2. Roof sheathing to be 1/2 Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16*on center or 9 foot to 10 foot high use 2 x 6 at 16'on center 4. Exterior two story walls to be engineered design as required TYPICAL CONCRETE HEADER DETAIL sowed inod defined by the New York B This building has been designed as a partially State Builddingg CCode.,The glazing Is not required to be impact resistant to wind-bourne debris. NOTE: VERIFY LOCATION OF STRONG-TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) FOUNDATION DIMENSION FLAN MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" DRAWING TiTLE MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREAkTER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOL PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, PAVILION AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WF(CM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOUNDATION ALL INTERIOR HEADERS TO BE MIN. OF 2 1j" x 94" LVL. UNLESS OTHERWISE NOTED. DETAILS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION SHEET NUMBER (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & FPAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 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. i i 3 SEAL: 4 NEW y O j os CONCRETE HEADER ;t B A Lu ��v.0 ,I 28'-0" �FESs�C I E N 3'-972" 10'—2Yz"— 10'-2Y2" 3'—97�" i O L4'—O.........J CURVED WALL MARVIN MARVIN CAWN 2424 36" w x 484" CAWN 2424 OPERATING RADIUS OPENING OPERATING LEADER WINDOW WINDOW LEADER �. 't,l� ''�r: '•' �. •.AV,r. CONCRETE HEADER ' CONCRETE HEADER ''�•'''.Lli, .•�,' 1.. �,,. .'A,+r• '•" .k..,,..� a; •�''., .. •t., .� f, CONCRETE HEADER 5.- /� L 1 app •F D ' CUSHION �REf `` �cE EMO ' + _ CHANGING p p `. TOWEL 6071. �cE I u CUSHION • D A! o CHANGING e STTOOLTOOL ORAGE ����m WITH RANGE HOOD 3` ` ROOM n I TOOL �� 54" BBQ ROOM (PPROOVIfF D1ICLbIG_$ RE`) �• io STORAGE o _ �� �, •f ' 6.10/ / � \\. \2s) �; ', K k" / E ,� r•`\ \ d �e LINE OF CURVED WALL 440 / ABOVE DOOR LEADER p; y ,ir. ;'� . '•ti i• ►; LEADER 0U2 o. w OPEN PAVILION el. 36.8' ( I ( i 2 OPEN PAVILION I C I I I I C C I I , �' y � I I C N'`� Co L- - - - - - - - - - - - - - - -- -- - - - -J I I — — — — I - - - - - - - - - - —— — — - - --T - - I - - - - - - � — — — - - - - - - 0 70T100 0Te-TO O � w Q W oz w el. 36.8' el. 36.8' W tf1 r W O� 4'-6' 191-01. -4'-6"� U U B A V s" 6'-10" - " 6 10 6 10 9' tl� 22'-0" 28'-0" LL 0 B A FIRST FLOOR PLAN- FIRST FLOOR DIMENSION PLAN- 6— r4 0 0, • ^ Z 9 [-� v 'o U 010co C d_` 0 Oo t 0.,n N O W B A B A OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications Including prop"the Ideas, are the w East End Design Associatsa, U.C. No part o other represented aor used In ncien.conndisc with a ny thereof shall be copied, disclosed to work or project other than for which UM haus been prepared without written w consent of East End Design Associates. U-aao 0(ni - X� t=0R X Z?o Q N N W t�.�:. Y Z wo � o<p PROJECT NO: U. PUL- IL Z� DRAWN �: 866-2005 (L� fO o w CMA W m v SCALE 36" w x 48 '4" ' 1/4" = V-0" 24" x 24" window RADIUS OPENING 24" x 24" window DATE 10% 06—20-05 - - - - - - -T`\ - - — ----- - - -- -- - - -/ — — — — — — — i REVISIONS: D Z D D i \�\ /7/ I D 0 x 8" ANCHOR BOLTS — 12" oc <�\ (DRILL do EPDXY TO SLAB) rn N X I� N y L - - - - �Y - - - - - J CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN ` D ( z CTS — 7'-11" HIGH x 13" DIA. = 6 'rJ L '- OPEN PAVILION I 2 TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN I ( o I I m VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN. m i ® 16"x16" PLYWOOD SOFFIT o C C COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. C — I I I I — C � VERIFY OPENING AND SUPPORT THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE wl I I I rr�i WI REQUIREMENTS FOR SECURITY USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. N I I o I I N GATE TRACK N SEE MANUFACTURERS RECOMMENDATIONS FOR ASSEMBLY AND BONDING. oar I L _ — _ — _ _ — _ _ _— — _ _ —_ I 0 X I — — 4"x4" STEEL BOX TUBE w/ WALLS W1 x� STEEL I BEAM Wt x4 STEEL I M / W112x40 STEEL I BEAM1 r r 1 r 1 r WITH 8"x8"x " STEEL PLATE '"�I ISI I� I I � AND 12"x12"xY¢" STEEL BASE PLATE — w/ (4) 3/4" x 18" ANCHOR BOLTS el. 36.8' el. 36.8' a V)Nw N a,X i 00 0, 9 NOTES: j a z z a WIND-BOURNE DEBRIS ANALYSIS I o W o Design Is to be as follows: I x . Roof rafter connections from rafter to 1 ridge and rafter to plate to be 0 gage A B A strapping with a minimum of sIx(6)8d B nails 2. Roof sheathing to be 1/2 Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Wails-8 foot high-2 x 4 at 16'on center or 9 foot to 10 foot high use FIRST FLOOR STRUCTURAL PLAN- FIRST FLOOR SLAB / ANCHOR BOLT PLAN PLAN 4 Exterior tw�� walls to engineered This building has been designed as a partially enclosed structure as deflned by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-bourne debris. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" DRAWING TTTLE: MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREA'\TER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOL PAVILION PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF TIHE STATE OF NEW YORK, FIRST FLOOR 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 INTERIOR HEADERS TO BE MIN. OF (2) 1j it x 9j" LVL. UNLESS OTHERWISE NOTED. DETAILS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST &: PAPER ASSOCIATION SHEET NUMBER: (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB(C HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & [PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB(C HIGH WIND EDITION. 3 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. E r I i i SEAL I DE FE I t Yi5 i 7 3 : B A A ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) Uj 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) Q p I - - - - - - -, ___ __ - - - - _ —� - - - - - - _ Uj N W / It C • c� ,�+,\� � ///J �,e i 2x10-16"dc RAFTERS � RAFTERS rel ® LL o �r to Uj 200-16" oc RAFTERS2x10-16" oc RAFTERS ` I` CJI k CJI �" �f+ i C ♦JI 1 x 11,6 LVL RIDGE ILl CJI 9! 'yio O Z r� l V) I l Lij LLNLL I I I I �,Q W �, C I I I I C C I I ��., tZ + U) o I I I I I I I ! I I I C � o 1 I I I w 0 U - - - - - - -r=�-T- - - - - - - -iT - - - - - - ( �/ - - - - - - 7-/ T - - - - - - --r/ -r - - - - - - 0 - - - - - - - - — - - - - - - --- - - - - - - -t-- ` 1- - - - - - - -=%�- - - - - — Z DECORATIVE RAFTER TAILS (MATCH HOUSE) u ROOF PLAN- STRUCTURAL ROOF PLAN- E A O P a�D QO K• h 0 Z F ° " U a p 1 L N O p > L OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, aro the property of East End Design Associates. LLC. No part thereof shall be copied, disclosed to others or used In connection with any work or project other than for which they have bean prepared without written consent of East End Design Associates, U.C. PROJECT NO: 866-2005 DRAWN BY: CMA SCALE. 1/4" = V-0" DATE: 06-20-05 REVISIONS: i NOTES: WiND-BOURNE DEBRIS ANALYSIS Design Is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(8)ad nails 2. Roof sheathing to be 1/2 Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16"on center or 9 foot to 10 foot high use 2 x 6 at 16'on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing is not required to be Impact resistant to wind-boume debris. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" DRAWING rn.L. MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. 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. POOL PAVILION PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, ROOF AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCNA) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL INTERIOR HEADERS TO BE MIN. OF (2) 1j" x 9�" LVL. UNLESS OTHERWISE NOTED. DETAILS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION SHEET NUMBM: (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 4 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. SEAL- NE 0� NEW �PK� DEEq,S,Q'g ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) " I �n.072 REFER TO DETAIL PG GN#2 (2) 2x8 HEADER BETWEEN RAFTERS REFER TO DETAILS PG 9 TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING \ / 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 12 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS Uj 1"x4" AGAINST HOUSE (��") 7 ROOF PITCH (VERIFY & MATCH EXISTING) 1"x2" BLOCKING – 12" oc INSECT SCREEN 1"x6" FREEZE BOARD \�\ 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) ��> 1" x 6" TONIGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) Ile i 2x10-16" oc COLLAR TIES (BOLTED TO RAFTERS) / \ /� \ REFER TO DETAIL \ REFER TO DETAILSPPGG11 t , 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) / 5/8" x ANCHOF BOLTS – 24" oc i \N, 1 , Q 16"06" PLYWOOD SOFFIT VERIFY OPENING AND SUPPORT REQUIREMENTS FOR SECURITY \ I '��' GATE TRACK 5/8" x 12" ANCHOR BOLTS – 24" oc w W12x40 STEEL I BEAM \� // L 6" HALF ROUND COPPER GUTTERS WITH STRAPS PLYWOOD & 2x4 SOFFIT — J WITH S' DIA. LEADERS PIPED TO DRYWELLS VERIFY OPENING AND SUPPORT REQUIREMENTS FOR LIGHT FIXTURES (SPACE AS REQUIRED) W O DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS — — — TOP OF ARCH SET ® 9'-0" A.F.F. 5/8" x 12" ANCHOR BOLTS – 24" oc OVER 1 1/2" INSULATION BOARD V OVER 1/2" WONDER BOARD I- LINE OF SOFFIT ABOVE GRILL AREA U N N GALVANIZED STEEL STUD BUILD OUT ids LL PROVIDE RANGE / BBQ HOOD / EXHAUST FA DUCTING O 5'-3i 3/6,. DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 1 I N t CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN _I o CT8 – 7'-11" HIGH x 13" DIA. 9 1/2" REWARD WALL SYSTEM – AS PER MANUFACTURERS SPECIFICATIONS iv SEE DETAIL SHEETS) TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN ( _ �- VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN. COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE o rr� USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. E. SEE MANUFACTURERS RECOMMENDATIONS FOR ASSEMBLY AND BONDING. 0 Bill Q E 4'x4' STEEL BOX TUBE w / " WALLS OPEN DINING AREA GRILL AREA A $° WITH 8"x8"xY2" STEEL PLATE P� AND 12"x12"xY2" STEEL BASE PLATE – w/ (4) 3/4" x 18" ANCHOR BOLTS W m [� po `U 01 01 2 7,s aw is f� OWNERSHIP AND USE OF DRAWINGS: 5/8" REBAR 2'-0" oc. These drawings and specifications including WR18 — 1Y2" CORRUGATED METAL DECKING the Ideas, design and arrangement@ represented therein, are the preparty of w/ 4" POURED CONCRETE SLAB East End Design Associates, I.lC No part w/ #5 REBAR – 6" oc BOTH DIRECTIONS thereof shall be copied, disclosed to 2" MASONRY (T. .D.)) otheors or used in connection with ony 2 5/8" +/— CONCRETE TO SET SLAB (MUD) have project paother�than w�n h they consent of East End Design Associates, LLC. 2" PROJECT No: 866-2005 el. 36'-9 5/8" i(finished floor) PROVID 11 1/8" PER 1'-0" PITCH ON ALL MASONRY PATIOS AWAY FROM PAVILION DRAWN eN: � TRL1NE-INITRY WAWA–S 0 CMA 2''MASONRY TER LE F -- 2" MASONRY WATER TABLE � el. 36'-5"' (top of slab) CUT OUT INSULATI10N SCAM. #5 REBAR FOR PATIO CONNECTION AND FILL WITH CONCRETE 1" = 10_0" DATE: 06-20-05 REVISIONS: (3) #5 REBAR CONTINUOUS o CONCRETE HEADER CONCRETE HEADER o (3) #5 REBAR CONTINUOUS (SEE DETAIL PG 2) (SEE DETAIL PG 2) WATERPROOFING ' MATCH DRYVIT SYSTEM MASONRY STUCCOI AS PER MANUFACTURERS SPECIFICATIONS (MATCH EXTERIOR DRYVIT SYSTEM LOOK) 2" INSULATION BOARD #5 REBAR – VERTICAL 48" oc #5 REBAR – VERTICAL 48" oc X" x 18" ANCHOR BOLTS (TYPICAL – 4 PER COLUMN)I LO LO I I Co 03 CLOSED STORAGE OPEN STORAGE NOTES: 15'—1 1" WIND-BOURNE DEBRIS ANALYSIS 70, Design Is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(8)8d EXPANSION JOINT 4" POURED CONCRETE SLAB EXPANSION JOINT nails 2. Roof sheathing to be 1!2 Inch at 16 inch w/ 6x6 W.W.M. rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls•8 foot high-2 x 4 at 18"on center or 9 foot to 10 foot high use 2 x 6 at 16'on center 4. Exterior two story wails to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-bourne debris. TOP OF SLAB = el. 2&0' 4" SLAB PITCHED ® 1/8" PER FOOT e1. 28.0' in TOP OF GRADE AT PAVILION = el. 27.5' + – VARIES IL CLw w o o c� Z DRAWING TITLE: Z_ O w o � Q O 3 5 REBAR CONTINUOUS 3 Q POOL a 0 0(3) #5 REBAR CONTINUOUS o ( ) # 3 z � PAVILION Z 3 Z K a (3) #5 REBAR CONTINUOUS o 0 0 (3) #5 REBAR CONTINUOUS o SECTION A m U Z Q � le �o� o°wog °° o �°°d'° m oo°o °o°ocPo°44 ° �°° °`b° °d'oo�fo� o �O°9'o Z_ o °o �°iSoD°°bOb°� ° ° 0 0 0 0 Z SHEET NUMBER: �p 0%00 ooh O O O O Too 0000* O O O O 0%00 ooh O O O O X00 00"00 r7 0000 0 000 000 0 0 0000 0°0° o°g 00 000 °o° o Po °o°o 00 0 �°o°o 00 40°0CR0 0oo°e �o °oo� cpci°o°o cb° °od0°o �0 04� °�0pc� �" C %Ocpoo moo°0000 0000°°030 C.O.O.- °�'0 0o c�°�oo°o°oo C-AP 00� 00 00cp J #5 REBAR 12" oc. #5 REBAR 12" oc. " " (4) #5 REBAR CROSS S A (4) #i5 REBAR 24 x 12 POURED CONCRETE FOOTING 24" x 12" POIURED CONCRETE FOOTING SEAL: 1TO 0-7� ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) t (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 200 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING _ WEATHERWATCIH / ICE AND WATER SHIELD (MOISTURE BARRIER) / \ TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS /� � \ 12 REFER TO DETAIL PG GN#2 LU CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS REFER TO DETAILS PG 9 7 ROOF PITCH (VERIFY & MATCH EXISTING) 1"x4" AGAINST HOUSE (�'4 ) I 1"x2" BLOCKING – 12" oc INSECT SCREEN 1"x6" FREEZE BOARD / 3"' x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) LU 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) / o // 2x10 16" oc COLLAR TIES \ �� �� REFER TO DETAIL PG GN#2 \ REFER TO DETAILS PG 11 N,\\ 1 O I I� 5/8" x 12" ANCHOR BOLTS – 24" oc LU a W Oz W rn O VIP / \ 2x6-16" oc CEILING JOISTS D � U REFER TO DETAIL PG 11 �ooeUM 0 E- DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS .I o 9 1/2" REWARD WALL SYSTEM – AS PER MANUFACTURERS SPECIFICATIONS � N (SEE DETAIL SHEETS) I o) Q E CHANGING ROOM 7 o � = w ^wZ - H °1� 0 g 0 e � 08 o t a v7 v. d w OWNERSHIP AND USE OF DRAWINGS These drawings and specifications Including the Ideas, design and arrangements represented therein, are the proper of East End Deaton Associates. i T. No part thereof shag be copied. dlecrosed to others or used in connection with any work a praject other than for which they have been prepared without written consent of Eost End Design Associates. LLC. 2 2„ PROJEt;T t10: $66-2005 DRAWN BY: �— 2" MASONRY WATER TABLE CMA CUT OUT INSULATION SCALE �„ _ AND FILL WITH CONCRETE #5 REBAR FOR PATIO CONNECTION DALE: 0 20-05 REVISIONS: (3) #5 REBAR CONTINUOUS o o (3) #5 REBAR CONTINUOUS WATERPROOFING MASONRY STUCCO AS PER MANUFACTURERS SPECIFICATIONS (MATCH EXTERIOR DRYVIT SYSTEM LOOK) #5 REBAR – VERTICAL 48" oc #5 REBAR – VERTICAL 48" oc in I 00 1 NOTES- WIND-BOURNE DEBRIS ANALYSIS 7'-7" Design Is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of sbc(6)8d nails 2. Roof sheathing to be 1/2 Inch at 16 inch rafter spacing-nailing as required for EXPANSION JOINT EXPANSION JOINT basic Halling and shear requirements 3. Wails•8 foot high-2 x 4 at 16'on center or 9 foot to 10 foot high use 2 x 6 at 16"on center 4. Exterior two story wells to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-boume debris. iD TOP OF GRADE AT PAVILION = el. 27.5' + – VARIES o_ w 0 DRAWING TIRE: Z O w E! Q (3) #5 REBAR CONTINUOUS o o (3) #5 REBAR CONTINUOUS a POOL a z L_ PAVILION w SECTION B (3) # AR CONTINUOUS o o (3) #5 REBAR CONTINUOUS rr m v z Q � � SHi:ET NUMBER: oogo p°off ° ° 0°00 °d°°000; 0 80°0 oo° oQ000°� oo�o`b° oo� ° °oOo$o° M 0%00 ooh O O O O 00"% cpboo 00°8 O O O O 8°00 00"% M o°oo0{� pop° ° o �yp0, 0000 0000 0 0 p0p0 000 ° °pp, oo°o poo gv �ODO om x°0;9 4-o 0% °0 � 004 01091 ooa �oo°0�po e�° 0p0p 440; ° o°�Q C�° �pC #5 REBAR 12" oc. CROSS SECTION B (4) #5 REBAR 24" x 12" POURED CONCRETE FOOTING WAL: DIEEgfio9,� ti ip ss `4 r W fiESSio ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 12 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 1"x4" AGAINST HOUSE (-3/4") 1 1"x2" BLOCKING - 12' oc 7 ROOF PITCH (VERIFY & MATCH EXISTING) oc INSECT SCREEN 1"x6" FREEZE BOARD 200-16" oc COLLAR TIES // 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) �0 ! IACV 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) Ile ` V 5/8" x ANCHOR BOLTS - 24" oc _ p / � REFER TO DE7AIL PG GN#2 // CROWN MOLDING TO BE SELECTED 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) CROWN MOLDING TO BE SELECTED / �� � REFER TO DETFAILS PG 11 Y / / 5/8" x ANCHO BOLTS - 24" oc I IN 1 16"06" PLYWOOD SOFFIT O I I VERIFY OPENING AND SUPPORT REQUIREMENTS FOR SECURITY 0 I I GATE TRACK LINE OF 16" SOFFIT Uj Q LLI W12x40 STEEL I BEAMI I O Z W12x40 TEEL I BEAM \ I �� � W 6' HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) — — Q� �— 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) WITH 3 DIA. LEADERS PIPED TO DRYWELLS WITH 3" DIA. LEADERS PIPED TO DRYWELLS (n PLYWOOD & 2x4 SOFFIT v DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS VERIFY OPENING AND SUPPORT Q ' 1 " O OVER 1 1/2" INSULATION BOARD REQUIREMENTS FOR LIGHT FIXTURES DRYVIT SYSTEM AS PER (MANUFACTURERS SPECIFICATIONS LLI _ OVER 1/2" WONDER BOARD (SPACE AS REQUIRED) SET ® 9'-0' A.F.F. OVER 1 1/2" INSULATION BOARD OVER 1/2" WONDER BOARD 0 1/2„ DUROCK CONCRETE BOARD U� GALVANIZED STEEL STUD BUILD OUT 1/2” STUCCO (MATCH EXTERIOR DRYVIT SYSTEM LOOK) AND STONE TILE (SEE LOCATIONS) GALVANIZED STEEL STUD BUILD OUT > F-- LINE OF GRILL AREA OPENING N Z I O Q I U U W _ CL d 4, i. to D W � CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN =� Z = CT8 - 7'-11" HIGH x 13" DIA. CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN o r� CT8 - 7'-11" NIGH x 13" DIA. TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN U U VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN. Z TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN all I COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. a VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN. THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE I USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. r\ w COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. THREADED INSERTS ARE: CAST INTO THE COLUMNS AND ARE Zti SEE MANUFACTURERS RECOMMENDATIONS FOR ASSEMBLY AND BONDING. USED TO MECHANICALLY' ATTACH THE COLUMN TO THE SUPPORTS. E 4"x4 STEEL BOX TUBE w/ WALLS = SEE MANUFACTURERS RVIECOMMENDATIONS FOR ASSEMBLY AND BONDING. � W P N I A 0 c� WITH 8x8"xY1" STEEL PLATE w AND 12 x12"xY2" STEEL BASE PLATE - w/ (4) 3/4" x 18" ANCHOR BOLTS Z • - Zw W)m � A D & TRIMMED COLUMN SEE DETAIL) = Y� $� C) 0 o� O 0 � U 4"x4" STEEL BOX TUBE w/ WALLS WITH 8"x8"xY" STEEL PILATE AND 12"x12"xh" STEEL IBASE PLATE - w/ (4) 3/4" x 18" ANCHOR BOLTS OWNERSHIP AND USE OF DRAWINGS 5/8" REBAR 2'-0" oc. FRAMED & TRIMMED COLUMN (SEE DETAIL) These drawings and specifications Including WR18 - 1Y2" CORRUGATED METAL DECKING the ideas, design and arrangements s i w/ 4" POURED CONCRETE SLAB represented therein, d the proemsto d of tes, LLC. No part thereof w/ #5 REBAR - 6" oc BOTH DIRECTIONS shall be copied, disclose 2" MASONRY (T.B.D.)) East End Design Association sed any 2 5/8" +/— CONCRETE TO SET SLAB (MUD) others or used In connec work or project other than for which they haus been prepared without written consent of East End Design Assockitss, iJ.C. .PROJECT W. _. el. 36'-9 5/8" (finished floor) PROVIDE 1/8" PER 1'-0" PITCH ON ALL MASONRY PA OS AWAY FROM PAVILION 866-2005 2" MASONRY WATER TABLE d 717DI E-WITH7TASORRY 7NTST-STO f-- 2" MADRAWN BY: SONRY WATER TABLE el. 36 -5" (top of slab) #5 REBAR FOR PATIO CONNECTION � LINE-WITH-MASISNR�FINISF�ONCMA E � SCALE #5 REBAR FOR PATIO CONNECTION 1~ = 1 -O't /7\ Z777S DATE: 06-20-05 REVISIorts: (3) #5 REBAR CONTINUOUS vo CONCRETE HEADER o (3) #5 REBAR CONTINUOUS I WATERPROOFING � WATERPROOFING MATCH DRYVIT SYSTEM { 2" INSULATION BOARD I ' i 16" x 8" VENT" #5 REBAR - VERTICAL 48" oc I 16" x 8" VENT I LINE OF DOOR OPENING I #5 REBAR - VERTICAL 481" oc x 18" ANCHOR BOLTS (TYPICAL - 4 PER COLUMN) -" x 18" ANCHOR BOLTS (TYPICAL - 4 PER COLUMN) i iU-) = Ln00 I = I CLOSED STORAGE CP Co TlI p NOTES: WIND-BOURNE DEBRIS ANALYSIS 22'-0" Design Is to be as follows: I 1. Roof ratter connections from rafter to ridge and ratter to plate to be 20 gage EXPANSION JOINT 4" POURED CONCRETE SLAB EXPANSION JOINT straspping with a minimum of six(8)8d / 6x6 W.W.M. 2. Roof sheathing to be 112 Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 18"on center or 9 foot to 10 foot high use 2 x B at 18'on center 4. Exterior two story walls to be engineered design as required 16 x 8" VENT This building has been designed as a partially 0 0 16" x 8" VENT enclosed structure as defined by the New York State Building Code.The ng Is not uired oobe Impact reslstan o wind-bourne debris. el. 28.0' TOP OF SLAB = el. 28.0' 74 e . . d d• civ d 4 °e v v 4-.-4 v °• CD .Q tl °LLJ v 2 a 4 W Z Z O ° U DRAWING TITLE:- O 0 J ° 0 a (3) #5 REBAR CONTINUOUS o 3 0 (3) #5 REBAR CONTINUCJUS Q 3 z Z POOL Q (3) #5 REBAR CONTINUOUS o Z o (3) #5 REBAR CONTINUOUS PAVILION SECTION C U Z 0voo0 °00 ov, co 00 °x ��v0 00 ° o� oo o 0 00 . SHEET NUMBER: 'p eAoOo ooh 0 O O O %0 00000 0%00 00°� O O O O �°oo o0o4y s co c°o0 �pO o°o°o�0 0 0 oo8o°gP°°� oo°o °°°° ° oo °o °00 ° 0 0000 o°oo X00 0°0 0°0°$� o°°o 400°Sock o o &%0 a600� °g°o° c° °o o° 0 °°°o°� �o°Oo°o° 000 X0°0°°0° oc o o RY0O oo cg°�o°°o°oo �$0�o� 00 0od' bO 00 �°c0 °oo ° o°o-Cp #5 oc. #5 REBAR 12" oc. (4) #5 REBAR CROSS SECTION C 24" x 12" POURED CONCRETE FOOTING (4} #5 REBAR 24" x 12" POURED CONCCRETE FOOTING E SEAL: 9Y�5 'y"'1 f� t 1. f (2) 2x8 HEADER BETWEEN RAFTERS ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MA,NUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) TECO TO 200 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 12 1"x4" AGAINST HOUSE (-Y4") 1 x2 BLOCKING — 12 oc 7 ROOF PITCH (VERIFY & MATCH EXISTING) Uj INSECT SCREEN 1"x6" FREEZE BOARD \\\ 2x10-16" oc COLLAR TIES 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) � 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) \ \ � REFER TO DETAIL PG GN#2 Uj REFER TO DETAILS PG 11 I I I I I I I I I I I I iN, O II II II II II II �- II it i 5/8" x 12" ANCHOR BOLTS — 24" oc I I I I I I I I I I I I I i.l Qw PLYWOOD do 2x4 II II II SUPPORT II { { II O z I \ / VERIFY OPENING AND SUPPORT REQUIREMENTS W EMENTS FOR LIGHT FIXTURES 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) —� (SPACE AS REQUIRED) ( ( I I ( I I WITH 3" DIA. LEADERS PIPED TO DRYWELLS SET ® 9'-0" A.F.F. !^ II II II 2x6-16" oc CEILING JOISTS (ABOVE STORAGE ROOM & CHANGING ROOM) I I Q ( I I2x6-16" oc CEILING JOISTS (ABOVE STORAGE ROOM & CHANGING ROOM W O I II II � � i � II II II = U Q U Z lid 1/2" iDUROCK CONCRETE BOARD 1/2" DUROCK CONCRETE BOARD SMOOTH MASONRY STUCCO FINISH ON WALLS & CEILING MASONRY STUCCO (MATCH EXTERIOR DRYVIT SYSTEM LOOK) OF STORAGE ROOM ANN CHANGING ROOM um 0 DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS I o 9 1/2" REWARD WALL SYSTEMI — AS PER MANUFACTURERS SPECIFICATIONS 4" STEEL STUD WALL (SEE DETAIL SHEETS) WITH CURVED METAL BASE TRACK N 1/2" DUROCK CONCRETE BOARD M MASONRY STUCCO (MATCH EXTERIOR DRYVIT SYSTEM LOOK) • AND STONE TILE (SEE LOCATIONS) Q, mill :.F CHANGING ROOMGRILL AREA STORAGE ROOM E ° A �p �o 1/2" x 8" ANCHOR BOLTS — 12" oc (DRILL & EPDXY TO SLAB) e I H o3f _U 0 05' 02 _ I OWNERSHIP AND USE � DRAWINGS: 5/8" REBAR 2'-0" OC. These drawl • and specifications Including WR18 — 1Y2" CORRUGATED METAL DECKING the a drawings Ingsdesid specrangemenb g w/ 4" POURED CONCRETE SLAB represented therein, aro the arrangpropertements of Eost End Design Associates, LLC, No w #5 REBAR — 6" oc BOTH DIRECTIONS thereot eholl be copied, disclosed to Part 2" MASONRY (T.B.D.)) any h ta 2 5/8" +/— CONCRETE TO SET SLAB (MUD) others or used in connection with work or project other than for which they have been prepared without written consent of East End Design Associates, 11C. 2„ PROJECT N0 el. 36'-9 5/8" (finished floor) PROVIDE 1/8" PER 1'-0" PITCH ON ALL MASONRY PATIOS AWAY' F OM PAVILION 866-2005 2 MASONRY WATER TABLE --� 2" MASONRY WATER TABLE DRAWN BY: el. 36'-5 (top of slab) CUT OUT INSULATION `t CUT OUT INSULATION CMA AND FILL WITH CONCRETE SCALE. #5 REBAR FOR PATIO CONNECTION AND FILL WITH CONCRETE s, _ ► Ori #5 REBAR FOR PATIO CONNECTION DATE: 06-20-05 tiMIONS: (3) #5 REBAR CONTINUOUS a CONCRETE HEADER CONCRETE HEADER CONCRETE HEADER o (3) #5 REBAR CONTINUOUS WATERPROOFING MATCH D YVIT SYSTEM � WATERPROOFING 2" INSU TION BOARD #5 REBAR — VERTICAL 48" oc LINE OF WALL OPENING #5 REBAR — VERTICAL 48" oc o I Q Y O U M w Z O p W LO g a c O Z e r 00 W u O u7 OPEN STORAGE o O I O o O Om m m 0 NOTES: o O WIND-BOURNE DEBRIS ANALYSIS APPROXIMATE NATURAL 28'-0" Design Is to be as follows: GRADE 1. Roof rafter connections from rafter to �— ridge and rafter to plate to be 20 gage EXPANSION JCOINT 4" POURED CONCRETE SLAB strapping with a minimum of six(6)8d W/ 6x6 W.W.M. EXPANSION JOINT nalls 2. Roof sheathing to be 1/2 Inch at 18 inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 18"on center or 9 foot to 10 foot high use 2 x 6 at 16"on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing is not required A -4' 4-- to be Impact resistant to wind-bourne debris. TOP OF LAB = el. 28.0' el. 28.0' a ° o d ° .. v. d v dW, � d• '6 .d d• a A. .d< V ' d ° d a e d. °. ° d o. c TOP OF GRADE AT PAVILION = el. 27.5' + — VARIES a' >, —� d ° TOP OF GRADE AT PAVILION = el. 27.5' + — VARIES Uj Z DRAWING TITLE O Z ° O W O 0 Q (3) #5 REBAR CONTINUOUS O a � �� Q (3) #5 REBAR CONTINUOUS _j Z a POOL Z L.LPAVILION z Q off- (3) #5 REBAR CONTINUOUS �' w SECTI (3) #5 REBAR CONTINUOUS O 3 ON D U M Q U _Z pp o°�,°pOp �f�{Oy°moo q o O0 `Opp' c"per+ °° O Z SHEET NUMBER: 110 00000 O O O O %100 00000 lo 0000 0 000 i 0 0 0 ° o° ° o° a o0o�° 0000 o co r7 00000 0 0 O O O moo oo°q� �° 4 ��oo°� 00p0 0 o° Op °°° ° ° oo°o M 0°0 moo°o°0 0%, °o°oo� ,,p., �p "C'pO'O o °0 0 0 0 %0000P %cm W°oo oo°d"oo� 00 0OdD #5 REBAR 12" oc. (4) #5 REBAR CROSS S D (4) #5 REBAR " #5 REBAR 12 oc. 24" x 12 POURED CONCRETE FOOTING 24" x 12" POURED CONCRETE FOOTING ,.�. ar ._ . _ . . • a , SEAL. , HIGH TO LOW SLOPE ,;C�, V Transition Copper flashing (Angles Change According to Roof Slope) aterproof f :; Underlayment ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) Field Tile 16 OL Sheet Copper Flashing Metal M 7� Waterproof Underlayment 16 OL Sheet Copper GAMBREL 6' Minimum Flashing Metal Roof DetA LUDOWICI INTERLOCKING PROFILE TILE Transition 3+ �� of Valle 18 Oz. Copper 18 OL Mlnr,74m 1/2' y(j Flashing Copper Cl,ec °map End Band Shingle Tie Hemmed 2* Copper 1 . PRODUCT NAME (Angle: Change Water Dtverter RoofDock �a According to Roof Sealant y. er dqe 2' Copper CleotBand % Slope) 1" x 2' - 9 ;R\===iiiiiiiiii 2' Copper Cleat W-24" French Clip Over Nall Hea 1' x 2' Sealant Wood Cant Strip Drip Edg16 Oz. e g/ Waterproof Over Nall Head Pressuire Treated Under Eave Tile Gable Flashing/ Rake On Center. Bend Clip Valley Tile Pressure Treated Waterproof Underlayment With }' Hem nderlayment No. 43 Coated 2. MANUFACTURER SALES REPRESENTATIVE: Wood Cant Strip field The see se Waterproof Underlayment ��16 OL Sheet Copper Ludowici Roof Tile Inc. NANCY KISH Drip Edge u�ae%yment 16 OL/Sq. Ft. par Valley ' Required Fastener With }' Hem Vertical Fascia Northern New Jersey and Southern New York Required Fastener Flashing Formed corn 24' Roof Deck Wde Metal-Minimum 4' 4757 Tile Plant Road, P.O. Box 69 Email: info@ludowici.com Brooklyn, NY Extension Under Ile New Lexington, OH 43764 Phone: (800) 945-8453 Phone: (718) 238-1225 Fax: (718) 238-1215 FIG. 4.18 FLASHING AT HIGH SLOPE TO LOW SLOPE FIG. 4.19 FLASHING AT LOW SLOPE TO HIGH SLOPE FIG. 4.2 METAL RAKE EDGE FIG. 4.5 CROSS SECTION SHOWING VALLEY FLASHING http://www.ludowici.com FAX: (740) 342-5175 nkish®nyc.rr.com (INTERLOCKING TILE ) (INTERLOCKING TILE ) 3. PRODUCT DESCRIPTION French is a large, durable the with deep locks on all four sides and deep flutes on the surface, reflecting the style of French architecture. Ludowici French tile is 16-1/4" long and 9" wide. The average number of pieces per square is 133, and the average weight per square is 1 ,025 lbs. r Ludowici manufactures clay roof tile in an array of patterns, colors and finishes. 18 Oz. Copper Valley Flashing 2' Copper Cleat - Bend Clip Over Nail Head Nominal 2X Pressure Basic Use: Ludowici clay roofing tiles are applied on sloped roofs where appearance, longevity and durability are prime considerlations. " ar Wrap Required Fastens X1102 Hip Rol aWood ted With nt Waterproof of O Underlayment Composition and Materials: Ludowici tile is manufactured from southeastern Ohio shale and fire clays. The tile is available unglaized, revealing 8' Lap for Copper r Conte L Sealant 18 bedded the natural color of fired clay, or in a multitude of standard or custom glazed colors. Valley Flashing Copper In Mortar J in prierUJ Waterproof Undedayment 3'�Minimum Coverageoln Til nd Band Masonry Underlayment Field Tile Q W roof Field e • • " n. No option below 3:;12. The Z Limitations: The standard recommended minimum roof pitch for Ludowici French tile is 3 rise on 12 run. ( p ) 16 Gouge • • Solid Copper Unde�ayment Fleld Til Wire Without W • Insulation Right Detached Gable Rake Required stoners rr^� • • • ' French Field Tile < 4. TECHNICAL DATA • ' Flashing 3e Minimum 18 Oz. Cooper Step Roof Deck Q -- than 1% -- and a hi h breaking Overla , s Above W Ludowici produces an incombustible, vitrified tile with a low moisture absorption rate averaging less t gl 9 "k-y Roof Oak = strength. All Ludowici clay roof tiles meet or exceed the Grade 1 requirements of ASTM C1167-96. Raaf D Required Fasteners Vertical Fascia Waterproof Underlayment FIG. 7.14 HIP SECTION SHOWING 102 HIP ROLL 5. INSTALLATION FIG. 7.10 SECTION SHOWING RIGHT GABLE RAKE AND END BAND Roof Dec /2* Hem U Detailed installation instructions, including diagrams, are part of Ludowici's comprehensive Installation Manual. Following is a general summary of equired Fasteners the most important aspects of the installation process. FIG. 7.11 SECTION SHOWING WI FLASHING UNDER SIDE OF TILES Flashings: When roofs intersect other roofs, parapet walls, chimneys, ventilators, vent pipes and similar projections, flashings are required. LL Sixteen (16) oz./sq. ft. soft copper is the minimum flashing weight and temper. Flashings lighter than 16 oz. are not permitted, as they are FIG. 4.8 TYPICAL CLOSED MITERED VALLEY FOR FLAT HINGLE TILE easily punctured and will not provide the wear life required for our long-life roof system. Proper flashing installations are critical for a WITH STEPPED FLASHING watertight roof. 0 Underlayment: On standard m slopes,minimum slo cover all decks with No. 43 coated base sheet (ASTM D 2626) or two layers of iso. 30 asphalt impregnated 9 roofing felt (ASTM D 226), or self-adhesive modified bitumen membrane, or waterproofing underlayment. Apply baste sheet parallel French e to the eaves, side lopped 2" and end lopped 6". Apply No. 30 felt by overlapping each course 19", so as to achieve the required two layers. Apply waterproofing underla ment according to application instructions provided with the product. Proper underlayment installation is critical for aterproof p p y p g Y Peer Underlayment o watertight roof. is oz. ca Cap Flashing Masonry X1206 Ridge Flashing X206 Vented Ridge with . hoot Copper c� Roof Deck Extended 16 Oz. Bug Screen Venting Holes g Dri All his valleys and ridges must be covered with waterproofing underlayment. In regions where ice dams may occur, it is required to apply a Continuos 16 OL Copper Field Tile c p He Edge at ul O.C.g (Both Sides) Wt� �' Hem Wind Divertor Resoling In 2.85 Sq. In. p y g Flashing Embedded Flat Roofing Required Fastensrs� Extended 16 oz. built-up roof membrane (or its equivalent) directly to the roof deck. in Mortar Joint-Cover Tile Material Venting Area Per Foot ' eroahlnq Waterproof q Minimum 5` Field Tile -� Seal to The with 5Minimum Required Fasteners Underlayment plant WaterproofWaterproof ecommended Sealant Fasteners: Corrosion resistant fasteners are required. Nails must be copper ring shank, 1 1 gauge, at least 1 -3/4" long with 33/8" head. Underlayment ?' Underlayment Field Tile-Sed Bottom or stainless No. 8 or No. 9 flathead Phillips or square drive. Wire-tieing with solid copper (16 gauge) must be used of Top Row of The �'� Screws must be brass Nth Sealant Perim om(nal 2X Pressure eter Flashing 1w Copper on non-nailable surfaces. Clips may be specified in high wind and seismic areas. Roof Deck Treated Wood Nailer Wrapped with Beaten 3/4' Air Gap With 1/2' Ham Roof Deck Waterproof Both Sides Required Fasteners 16 Oz. Copper Underlayment Pressure Treated ) squired Fastener Y PI wood Deck: Three-quarter inch (3/4") plywood is recommended. Do not use less than 15/32 American Plywood Association) (APA) approved Wood Stringer roof decking. All plywood decks must comply with the specifications for roof decking of the APA. Roof Deck Pressure Treated Formed " H Edge NOTE: All Areas In And Around With 1/2' Hem FIG. 7.16 DECK SECTION SHOWING 206 RIDGE Sunken Gutter Should Be Covered Cant Strip X 2 " length to enetrate the deck boards to a depth of at least 3/4". With Self-adhering Modified Vertical Fascia z head of sufficientFLASHING OVER TOP OF TiLES Bitumen Membrane Plank Board Deck. Use plain shank copper nail with 3/8P FIG. 7.15 SECTION SHOWING FLAB E Do not penetrate underside of deck. P � V FIG. 7.6 206 VENTED RIDGE VENT A im ° ' Roof Tile Installation Manual for details. FIG. 7.17 SECTION SHOWING SUNKEN GUTTER TREATMENT Other Deck Types. Specific fastening methods will be required. See the Ludowici H :2.s 3i ` U c8 c-6 k must be clean smooth and dry. Horizontal and vertical lines must be chalked on the felt French Interlocking Profile Tile Application: Roof des � Y 9 PP @ °�� aW to guide application. French interlocking profile tiles are applied at an average length exposure of 13-3/8" and average width exposure of 8-1/8 . OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications Including the ideas, design and arrangement@ Hip and ridge stringers will be installed where necessary. Tile installation will start with a cant strip to provide the proper anglle for the starter the of fasteners in each tits hole rovided. The starter course begins with the right detached gable rake and represented therein, aro I "hang" from the P �� � Design ��' � any � course. Tiles should field tile. The second course will be started with an end band to offset joint pattern. Succeeding courses should be centeired over the Sealan thereofshall os fullothers or used In connection with o previous course or at least 3" from any other underlying vertical joint. Mitered pieces will be used in valley and hip areas. Hilp and ridge �6 oz. Copper work nt protect other than for which they P have been prepared without written coverings are applied after field tiles. A multitude of standard and custom accessories is available. #206 Decks Mold Cap Flashing consent of East Ens Design Aseoctatos, Raised Flainge lent - have been installed. Flat Roof Material W X Y Pressure Treated PROJECT 866-2005 Inspect the application from the ground after 75-100 tiles ha 6' Minimum Sealant Wood Blocking 16 oz copper DRAWN BY., Opening at NOTE: Metal Exposure Width Shall Flashing Top of Valley Increase l' for Every 8' of Valley Field Tile Pressure Tr:.ated Wood CMA Run Towards the Eave Horizontal Batten Note on Alpine Conditions: Special consideration should be given for applications in "alpine" conditions -- defined as climate ureas that Waterproof r radiation common to high altitude geography (such as Vail, Coorado). Underlayment Nominal 2X P essure Treated LothNailer sure �' experience frequent heavy snowfall intermittent with strong sola 9 9 Copper Cleat creeps 6'-24 O.C. ona Treated Wood Nailer 1" 1 -0 n the exposed edges of roof tiles and drags the tiles with it as the snow,,/ice mass p Valley Tile �f Problems can occur when heavy ice/snow locks o p 9 over Nan valleys, reducing the length of the overhangs, and installiing extra-heavy Wrapped DAA` downward in valleys, etc. Preventative measures include using closed a y g 9 vicarxproar �'•:'' "' '' 06-20-05 fired and snow guards. Ludowici does not assume any responsibility or liability for any damage cSKM- aused by the specific undaiayment " , � gutters (where required) 9 Required Fasteners v been pre-approved, in writing, by Ludowici. +1 r � �4 consequence of applying Ludowici roof tiles in alpine conditions, unless plans have p pp 9 Waterproof Roof Deck Underlayment Pressure Treated Beveled Dock Wood Vertical Batt Concrete Roof De Roof Deck 6. AVAILABILITY AND COST Water Dlverter 16 °z' �°r FIG. 7.8 DECK SECTION SHOWING #206 DECK Flashing MOLD- RAISED FLANGE TILE Ludowici Roof Tile has sales representatives throughout the United States. Please call 800-945-8453 for additional information and the nearest sales representative. FIG. 7.7 CROSS SECTION SHOWING VALLEY FLASHING FIG. 7.9 SECTION SHOWING VALLEY FLASHING ON WOOD BASE ON POURED CONCRETE ROOF DECK 7. 75-YEAR LiMITED WARRANTY All Ludowici tiles and fittings are protected by the industry's finest warranty program: a 75-year limited warranty including 20 years of Prime Protection? which provides for 100% of the reasonable replacement cost of defective tiles, including labor, tear-off and disposal, in the event the defect occurs within 20 years of installation. (See warranty for specific details and limitations.) 8. MAINTENANCE Ludowici clay roof tiles do not require maintenance under normal use. However, the finished roof system will require mointena nce, such as periodic roof checks of valley flashing and other junctures of dissimilar materials. 9. TECHNICAL SERVICES The Ludowici Roof Tile Installation Manual covers details and specifications on each of our standard roof tiles. Contact Ludowi(ci Architectural Support Group 800-917-8998 or the nearest representative for assistance or further information. WIND-BOURNE DEBRIS ANALYSIS Design Is to be as follows: 10. FILING SYSTEMS 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d Sweets catalog 07320/Luc Hells 2. Roof sheathing to be 1/2 Inch at 16 inch rafter spacing-nailing as required for bash nailing and shear requirements 3. Walls.8 foot high-2 x 4 at 18"on center or 9 foot to 10 foot high use 2 x 6 at 16"on center ? Copyright Ludowici Roof Tile, 2004 All rights reserved 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing is not required to be Impact resistant to wind-bourne debris. Close This Window I Print this Page MATCH EXISTING ROOFING STYLE AND COLOR - VERIFY WITH MANUFACTURERS REPRESENTATIVE . DRAWING TITLE. 10" Conosera 8" Conosera 6" Conosera iii A 6" high-profile tile of exceptional beauty and durability. Summer Rose POOL A 10" high-profile the of exceptional beauty and durability. A 8 high-profile tile of exceptional beauty and durrab tySlate Red » h: 63 4" PAVILION Width: 11 Width: Width: 4" Exposed Width: 53/4" ROOF TILE Width:dth: 93/4 Exposed Wldth: 73/ Length: 13" Length: 13" Exposed Length: 103/4" Exposed Length: 103/4" 102206 Hip and Ridge DETAILS Length: Exposed Length: 145/8 CtS2330cs Count/Square: . p . Count/Square: 10 .0 pcs. Count/Square: 173.0 pcs. 118211 Hip and Ridge 0Weight/Square: 1000.0 Ib. Weight/Square: 900.0 Ib. Circular Cover Hip and Ridge Weight/Square: 00.0.0 Ib. Pieces/Pallet: 346 Pieces/Pallet: 350 Pieces/Pallet: 200 Pallet Weight: 1400 Ib. SHEETNUMt�R. Pallet Weight: 2800 Ib. Pallet Weight: 2100 Ib. NONE NONE NONE No Product Literature Available No Product Literature Available. No Product Literature Available. -LL_ ........_".«__.,....,._�.,....v:--,........�.� ..... .ti.....:_.�._.."_._. -_. ....-.�_ .�_._.w._�_..._�ei....r._ _.._ _ _��»__..__..__.-_._.__.-�.._,.._. _.+,�...�.. - __,__-__.� ..-_.___..�....-.,._...._ - rev - ��_,..._. • - .• __ - -.....w.....��_. .. ...._..._ ...n.r._._._.___...�._ - �u... - ._...._.-._ __ _ .....u.i.. .-..-e. .. _ �......� - ....-...,........_._.._........"..... __ - ,a..--..n...`a. - - - - - .._ur...u.....-u.. __ _ ..�.._�. _ _ ___ - .rr....,_ - _ _ _ ._ .._ - ..... .._....-.+...«n....... ,.�....... ...r_ -. �-� 0 SEAL- SECTION 07320 F. Tower Clay Roof Tile Type B. Requests for substitution will bEe considered in accordance with provisions of Section 01600. D. Install flashing at all locations where roof intersects other roofs, sidewall or parapet walls, 5X ROOF TILE 1 . Acceptable product: TowerTile System. chimneys, ventilators, and similar projections, and at gable edges. Ludowid Roof Tile C. Substitutions'. Not permitted. a. Profile: Curved tile, of manufacturer's standard sizes, shapes, and lengths, arranged to indicated roof surface. E. Valley Flashings: _ 1 . Install minimum 24 inch 610 mm wide flashing over full-width waterproofing membrane material; D. Unless otherwise specified for;an individual product or material, supply all products specified in this b. Exposure: Random, as indicated on drawings. ( ) g g section from the same manufaccturer. fasten metal to dock with cleats. 2. Oveda end joints minimum 5 inches 127 mm do not solderjoints. For bast results, display hidden notes to specifier. G. Characteristics: Incombustible, vitrified file manufactured from shale and fire clays, having less P 1 ); J `' 'kiV: 3. Lap underlayment over edges of flashing 4 inches (100 mm). �?�.. 2.2 ROOF TILE than 2.0 percent moisture absorption when tested in accordance with ASTM C 67, and meeting g �. Grade 1 fraezelthaw resistance requirements when tested in accordance with ASTM C 1167. 4. Install flashing over full-width waterproofing membrane material. ` `'`` PART 1 GENERAL A. Flat Shingle Clay Roof Tile Type 5. Interleave roof tiles with minimum 20 inch (508 mm)wide prepared metal flashing sheets. `"' 1 . Acceptable product: Antique Tile, H. Color Selected from full range of manufacturer's available colors. 6. Attach roof tiles to deck, using capper wires wired to capper straps nailed beyond top edge of metal 1.1 SECTION INCLUDES a. Profile- Flat slab shingle tile wiith rough-textured surface and ripped butt. I. Color. flashing. b. Nominal size: 7 inches (178 mim)wide by 12 inches (305 mm) long. J. Color Custom color _ F. Intersections of Roof Surfaces and Abutting Vertical Surfaces: A. Clay roof tile. C. Average exposure: 7 inches (1178 mm)wide by 5 inches (127 mm) long. K. Multi-Color Custom Sequence 1 . Install continuous 12 inch (304 mm)wide strips of waterproof membrane material to extend 9 2. Acceptable product: Brittany7ile. 1 . ColorA: inches (228 mm) across roof deck and 3 inches (76 mm) up vertical surface. B. Ceramic slate roof tile. a. Profile: Flat slab shingle tile w+iith crude texture. 2. ColorB' 2. Install continuous metal flashing to extend 3 inches (76 mm) up vertical surface. b. Nominal size: 7 inches (178 mim)wide by 12 inches (305 mm) long. 3. Color C: _ _ _ _ _ 3. At locations where vertical surface will abut tap edge of tile, install metal flashing to extend 3 inches C. Fasteners. c. Average exposure: 7 inches (1178 mm)wide by 5 inches (127 mm) long. L. Calors. Specified in SCHEDULES Artide of this section. (76 mm) up vertical surface, form metal flashing to extend minimum 3 inches (76 mm) overtile, and 3. Acceptable product; Calais Tille. form 112 inch (12 mm) return hem at edge of metal. D. Underlayment. a. Profile: Flat slab shingle tile wiith cratered and irregular surface. M. Special Shapes and Fittings: Supply special shapes and fittings of same material and finish as 4. Form saddle flashings for protrusions through roof in accordance with manufacturer's instructions. b. Nominal size: 7 inches (178 mim)wide by 15 inches (381 mm) long, adjacenttile, factory-formed before firing, as indicated on drawings or specified in manufaoturer's E. Waterproofing Membrane. C. Average exposure'. 7 inches ('178 mm)wide by 6-112 inches (155 mm)fang. instructions for project conditions including, but not limited to, the following: G. Fabricated Sheet Metal Items: Install in accordance with shop drawings and SMACNA ASMM. 4. Acceptable product: Colonial 7ile. 1 . Hip caps. F. Ice Dam Protection. a. Profile: Fiat slab shingle tile wiith tree bar textured surface. 2. Ridge caps. H. Fabricated Sheet Metal Items: Installation is specified in Section 07600. b. Nominal size: 7 inches (178 rmm)wide by 14-518 inches (381 mm) long. 3. Rake edges. G. Flashings and Counterflashings. C. Average exposure- 7 inches ('178 mm)wide by 6-5/16 inches (165 mm) long. 4. Detached gable rake edges. I. Cant Strip: Install nominal 1 inch by 2 inches by48 inches (25 mm by 50 mm by 1220 mm)wood 5. Acceptable product: Crude Tille. 5. Eave edges cant strips at eaves. Apply eave flashing and underlayment over cant strip. 1.2 RELATED SECTIONS a. Profile- Flat slab shingle the w+ith uneven surface and chipped, round-edged butt. 6. Valley edges. b. Nominal size: 6 inches (159 rmm)wide by 12 inches (305 mm) long. 7. Termination Gaps. J. Cant Strip: Install nominal 1 inch by 2 inches by 48 inches (25 mm by 50 mm by 1220 mm) A. Section 06100 - Rough Carpentry. C. Average exposure: 6 inches (159 mm)wide 5 inches (127 mm)long. 8. Half tile. pressure-treated wood cant strips directly over underlayment at eaves, spacing 1 inch (25 mm) LU 6. Acceptable product; Georgiam Tile. 9. End Bands. apart for drainage. B. Section 06200- Finish Carpentry. a. Profile- Flat slab shingle the writh even hand-split wood shake surface. b. Nominal size: 8 inches (203 rrnm)wide by 15 inches (381 mm) long, 2.3 ACCESSORY MATERIALS K. Nailers: Install nominal 1 inch by 2 inches by 48 inches (25 mm by 50 mm by 1220 mm)pressure- C. Section 07530 - Elastameric Sheet Roofing. C. Average exposure- 8 inches ,'203 mm wide b 6-1/2 inches 165 mm Ion treated wood nailers as detailed at ridge and hips, directly over underlayment. Protect with Y g P (� ) y ( ) 9� P ® � 7. Acceptable product: Norman Trile. A. Underlayment: CertainTeed "Roofers' Select"; asphalt-impregnated fiberglass-reinforced organic additional layer of WinterGuard before installing hip and ridge accessory. O D. Section 07600 - Flashing and Sheet Metal. a. Profile: Flat slab rustic-textured shingle tile with sanded surface. felt designed for use on roof decks as a water-resistant layer beneath roofing shingles. b. Nominal size: 7 inches (178 rmm) wide by 15 inches (381 mm) long. 3.4 TILE INSTALLATION ~ E. Section 07710 - Manufactured Roof Specialties: Snow guards. c. Average exposure: 7 inches ('178 mm)wide by 6-1/2 inches (165 mm)long. B. Underlayment: Asphalt-saturated organic felt conforming to ASTM D 226, Type II, non-perforated, LU ¢ W S. Acceptable product: Provinciajl Tile. nominal weight 30 pounds per 100 square feet (1 .5 kglsq m); two layers required. A. Install tile roofing in strict conformance with manufacturer's instructions. 1.3 REFERENCES a. Profile: Flat slab shingle tile wriith machine-scored surface and rounded butt. O Z b. Nominal size: 7 inches (178 rmm) wide by 15 inches (381 mm) long. C. Underlayment. Asphalt-saturated and coated organic felt conforming to ASTM D 2526, non- B. Install first course over cant strip, with overhang. La A. ASTM A 167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel c. Average exposure: 7 inches (',178 mm)wide by 6-1/2 inches (165 mm) long. perforated, with fine mineral surfacing one side, nominal weight 43 pounds per 1100 square feet (2.0 1. Do not drive fasteners tightly against tiles, to reduce risk of breakage and to allow natural deck Plate, Sheet, and Strip. 9. Acceptable product: Flat Slab Shingle Tile kglsq m). movement. a. Profile: A nominal 318" or 5/8"' thick Flat slab shingle file with a smooth surface, 2. Allow file to "hang"on its fasteners. Q � B. ASTM B 370 - Standard Specification far Copper Sheet and Strip for Building Construction. 3. Provide 314 inch (19 mm) to 2 inches (51 mm) overhang, permitting proper flow into gutters. W0 b. Nominal size: 6 inches wide b)y 12 inches long. D. Waterproofing Membrane: 4. Provide not more than 112 inch (13 mm) overhang, unless gutters are in place. If gutters are used, C. Avenge exposure: 6 inches vwide by 5 inches long. 1 . Acceptable product: WinterGuard, manufactured by CertainTeed Corporation. () C. ASTM B 749 - Standard Specification for Lead and Lead Alloy Strip, Sheet, and Plate Products. provide just enough overhang to permit proper flow into gutters; provide under-eave file course or B. interlocking Clay Roof Tile Type __, 2. Characteristics; Self-adhering rubberized asphalt membrane confoi ming to ASTFM D 1970, with heavy-gage drip edge with extended hemmed lip to reinforce strength of overhang. � D. ASTM C 67 - Standard Test Methods of Sampling and Testing Brick and Structural Clay Tile, 1 • Acceptable product: Americana Tile. high traction surface, internal reinforcement, and split-back plastic release film. � U a. Profile: Flat interlocking tile with tree bark textured surface. b. Nominal size: 9 inches (228 rrnm)wide by 14 inches (355 mm) long. E. Wood Stringers: SOS, maximum 19 percent moisture content, nominal 1 inch (25 mm)thick, of C. Install each subsequent course with joints centered an the below, with maximum exposure in each E. ASTM C 387 - Standard Specification for Packaged, Dry, Combined Materials for Mortar and c ,average exposure: $-114 inches (209 mm)wide by 11 inches (279 mm) tang. height required to support tile. course of 13-114 inches (336 mm}. Wet cut tile at hips and valleys, using masonry saw with Concrete. diamond blade, 2. Acceptable product: Americana XL Tile, a. Profile: Flat interlocking tile wAh tree bark textured surface. F. Flashing: Terns coated stainless steal, 0,015 inch (0.38 mm)thick stainless stool core material IIS F. ASTM C 887 - Standard Specification for Packaged, Dry, Combined Materials for Surface Banding D. At hip and ridge, and on mansard roofs, install bead of adhesive at butt end of each tile, located b. Nominal size- 10-314 inches (,273 mm)wide by 16 inches (406 mm) long. complying with ASTM A 167, Type 304; coated with 0.092 Ib/sq ft (4510 glsq m)tcerne alloy on both so Mortar. C. Average exposure, 10-118 inches (257 mm) wide by 13 inches (330 mm)long. sides of core metal. 3. Acceptable product: Classic Tile. it is completely concealed. Install sealant as required at hip and ridge accessories to achieve watertight G. ASTM C 920 - Standard Specification for Elastomeric Sealants. a. Profile: Flat interlocking the writh smooth-textured surface, installation. 0 G. Flashing: ASTM B 370 copper, cold rolled, 16 oz/sq ft (0.56 mm thick), natural finish. H. ASTM C 1167 - Standard Specification for Clay Roof Tiles. b. Nominal size: 9 inches (228 rmm) wide by 14 inches (355 mm) long. E. Install snow guards where shown and otherwise required by code. C. Average exposure- 8-114 inchies (209 mm)aide by 11 inches (279 mm) long. H. Flashing: Lead sheet, 2.5 Ib1sq It (1 mm thick); complying with ASTM B 749. I. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and 4. Acceptable product: ClassicXL Tile. 3.5 PROTECTION Waterproofing, a. Profile: Flat interlocking the writh smooth-textured surface. I. Tile Fasteners: Corrosion-resistant; types and sizes specified in manufacturer's instructions for b. Nominal size: 10-314 inches (.273 mm)wide by 16 inches (406 mm) long. indicated uses and conditions. C. Average exposure: 10-11$ inches (257 mm) wide by 13 inches (330 mim) long. A. Do not permit traffic over finished roof surface unless absolutely necessary. J. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet product: Lanai Tire. Materials Used as Steep Roofing Underlayment for Ice Dam Protection. 5 Acceptable p J. Copper Wire: 18 gage (1.2 mm) minimum. B. Minimize traffic over finished roof surface. If necessary, wear soft-soled shoes and walk on the a. Profile- Flat interlocking shingle tile with sanded, weathered texture surface. "butt" of the tile in orderto avoid breakage. +� K. ASTM D 2626 - Standard Specification for Asphalt-Saturated and Coated Organic Felt Base Sheet b. Nominal size: 9 inches (228 rrnm)wide by 14 inches (355 mm) long. K. Cement Mortar for Setting Tile; 1 part Portland cement mortar ASTM C 270 Type) M and 4 parts C. Average exposure- 8-1/4 inchles (209 mm)wide by 11 inches (279 mm) long. sand. C. Replace tile broken due to improper protection ortraffic control. Used in Roofing. 6. Acceptable product: Lanai XL Tile. L. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. a. Profile- Flat interlocking shingle tile with sanded, weathered texture surface. L. Grout for Finishing Rake and Eave Edges: 3.6 SCHEDULES b. Nominal size: 10-3/4 inches (',273 mm)wide by 16 inches (405 mm) long. 1. Mix the following materials in equal parts: M. SMACNA Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' c. Average exposure: 10-118 inches (257 mm) wide by 13 inches (330 mm)long. a. Factory-mixed mortar meeting requirements of ASTM C 387, Type N. A. Location: 7. Acceptable product: Wiilliamslburg Tile. i National Association. Inc. b. Factory-mixed surface bonding mortar meeting requirements of ASTM C 887. 1. Tile: ____________. a. Profile: Flat interlocking shingle tile with hand-split shake texture surface. 2. Add mineral oxide pigment to match color of roof tile. 2. Calor: • 1 .4 SUBMITTALS b. Nominal size: 9 inches (228 rrnm) wide by 14 inches (355 mm) long. 3. Add water and acrylic additive in accordance with mortar materials manufacturers' instructions to 3. Texture: C. Average exposure- 8-1/4 inches (209 mm)wide by 11 inches (279 mm) long. obtain correct mix for workability. O 8. Acceptable product: Williamsiburg XL Tile. A. Submit under provisions of Section 01300, a. Profile: Flat interlocking shingle tile with hand-split shake texture surface. M. Roof Cement. Asphalt roof cement conforming to ASTM D 4586, Type I or Il. END OF SECTION Z B. Product Data: Manufacturers descriptive literature for products specified in this section. b. Nominal size: 10-314 inches (;273 mm)wide by 16 inches (406 mm) long. c, Average exposure: 10-1/8 inches (257 mm) wide by 13 inches (330 mm)long. E N. Sealant Used in Lieu of Flashing Cement: ASTM C 920 silicone; provide one of the following: a 9. Acceptable product: Imperial Tile. 1, Dawn Corning 790 Silicone Building Sealant. A � � C. Shop Drawings, Indicate the fallowing: a. Profile: Flat interlocking shingle tile. 1 . Roof tile: b. Nominal size- 10 inches 254. mm wide b 15 inches 381 mm Ion 2. GE SilPraaf. Z g • a. Exposure pattern. ( ) y ( ) g C. Average exposure: 9-114 inches (235 mm)wide by 12 inches (304 mm) long. �" �� �" b. Locations and configurations of special shapes. 10. Ceramic Roof Tiles: Ceramic, slate, con I rn with ASTM C 1167, Grade 1. 0. Screws: No. 8 or No. 9 brass or stainless steel, flathead Phillips or square drive, not fess than 1- PY 9 0 0 c c. Locations and configuration of each type roof flashing. a. Weight: 660 pounds per square (32.3 kg/sq m), for normal 13 inch (330 mm) exposure. 314 inches (45 mm) long. • O o t ahs aw 2. Fabricated sheat metal items; b. Thickness: Nominal 3/4 inch 1(19 mm), ribbed design. a. Dimensioned profiles, C. Moisture Absorption: Averagce of 1.0 percent. P. Nails for Solid Wood Deck: Corrosion resistant capper, brass, or stainless steel; minimum 3/8 inch OWNERSHIP AND USE OF DRAWINGS: b. Locations and extent of each item; include joint locations. d. Minimum Cross Breaking Strength: 300 pounds. (9.5 mm) head diameter; shank of minimum 11 gage (3 mm) diameter and length sufficientto C. Jointing methods and materials. e. Calor: Slate Gray. penetrate 3/4 inch (19 mm) into deck but not through the underside. Thews drawings and eparrangemeeoffloations including d. Provisions for prevention of electrolytic action between dissimilar materials, tins ideas, design and arra, LI.C.arrangements f. Color: M4ntpeIler Green. rspresentsd therein, an tin. property a 9. Interface with adjacent construction. O, Nails for Plywood Sheathing: Slaters copper ring shank nail, 11 gage (3 mm), not less than 1-314 East End Design Aesoctatee, I-LC. No part Color: Brunswick Black. thereof shalt be copied, disclosed to 9. inches (45 mm) long with 3/6 inch (9.5 mm) head; point must penetrate through underside of deck. work or used in connection with any Selection Samples- Two sets of color charts or samples representing manufacturer's full range of h. Color: Slate Red. consent work or of Eat other than far ocia, they IthvA D. p P P g I. Calor: Plumstone. aw � ��� � wr4tten of East End Design associates, available colors. j, Color: As selected by Architeict from manufacturer's standard colors. R. Wood Naiiers and Cant Strips: Preservative-treated wood, as specified in Section 06114. kCalor Blend: PROJECT No: . E. Verification Samples: Three full-size tile samples of each type tile specified, representing actual S. Adhesive: OSI Pro-Series RT-600 Roof Tile Adhesive. 866-2005 percent. colorand finish of products to be installed, 1} Slate Gray: __ 1. Do not expose to ultraviolet rays. 2) Montpelier Green: __ percernt, 3) Brunswick Black: ___ perc cin 2. Do not allow direct contact with waterproofing shingle underlayment. CMA F. Manufacturer's printed installation instructions for each product, including product storage 4) Slate Red: ___percent. requirements. 5) Plumstone: __ percent. T. Snow Guards. DAM __ G. Closeout Submittals: Warranty documents, issued and executed by tile manufacturer, C. Interlocking Profile Clay Raaf Tile Type 1. Acceptable product; French*Tile. 2.4 FLASHING FABRICATION 06-20-05 REVISIONS: countersigned by Contractor. a. Profile: One-piece deep-fluted tile with deep locks all four sides. b. Nominal size: 9 inches (228 rmm) wide by 16-114 inches (412 mm) long. A. Farm flashing to profiles indicated on drawings and as required to protect roofing materials from 1.5 QUALITY ASSURANCE C. Average exposure: 8-1/8 inches (206 mm)wide by 13-3/8 inches (338 mm) long, physical damage and shed water and in accordance with manufacturer's instructiions for indicated 2. Acceptable product: National) French project conditions. A. Installer Qualifications: Company specializing in installing roofing of the type specified in this deep and a, profile: A large adurable title with delocks on all four sides. B. section, with not fewer than three years of documented experience. inches long. Farm sections square and accurate in profile, in maximum possible lengths, free from distortion or b. Nominal size: and inches wiide by 1 cep C. Average exposure: 7-7/8 inches by 13-318 inches long. defects detrimental to appearance or performance. B. Mock-Up: 3. Acceptable product: 6-inch Conosera Tile 1. Construct mock-up using materials specified in this section. a. A high profile interlocking tile. C. Fabricate other indicated shoot metal items as follows- 2. Construct mock-up as directed, at location indicated or directed, b. Nominal size: 6-314 inches wide by 13 inches long. 1. Gutters: SMACNA Plate Number___. 3. Construct mock-up at location indicated or directed, size - feet by _ feet (_ m by_ m). c, Average exposure: 5-314 inches wide by 10-314 inches long, 2. Conductor heads; SMACNA Plate Number__ 4. Obtain Architect's acceptance of mock-up before beginning construction activities of this section; 4 Aoceptable product: 8-inch Conosera Tile, 3. Downspouts: SMACNA Plate Number____ accepted mock-up will be standard by which completed work of this section is judged. a. Profile: Interlocking shingle vvith tapered surface rib. 5. Mack-up may not remain as part of Work, b. Nominal size: 8-314 inches (222 mm) wide by 13 inches (330 mm) long. D. Fabrication of other indicated sheet metal items is specified in Section 07600. 5. Accepted mock-up may remain as part of Work. C. Average exposure: 7-3/4 inches (197 mm) wide by 10-3/4 inches (273 mm) long. 5. Acceptable product: 10-inch Conosera Tile, C. Pre-Installation Meeting: a. A high profile interlocking tile . PART 3 EXECUTION 1. Convene at job site seven (7) calendar days prior to scheduled beginning of construction activities b. Nominal size: 11-1/4 inches wide by 17 inches long, of this section to review requirements of this section. C. Average exposure: 9-314 inches wide by 14-5/8 inches long. 3.1 EXAMINATION 2. Require attendance by representatives of the following; D. Mission / Pan and CoverCla!y Roof Tile Type a. Installer of this section. 1 . Acceptable product: Straight) Barrel Mission Tile. A. Verify that roofing penetrations and plumbing stacks are in place and properly fllashed to deck b. Other entities directly affecting, or affected by, construction activities of this section. a. Profile: Barrel tile, pan and c,,over system, surface. 3. Notify Architect four (4) calendar days in advance of scheduled meeting date. b. Pan and cover nominal lengtth: 14-114 inches (362 mm). C, Pan and cover average exporsure length. 11-114 inches (285 mm). B. Verify that roof openings are correctly framed. NOTES: WIND-BOURNE DEBRIS ANALYSIS 1 .6 DELIVERY, STORAGE, AND HANDLING d. Pan and cover nominal lengtth- 16 inches (406 mm ). e. Pan and cover average exposure length: 13 inches (330 mm). C. Verify that deck surfaces are dry and free of edges, warps, and voids. Design Is to be as follows: A. Store products of this section in manufacturer's unopened packaging until installation. f. Pan and cover nominal length: 18-318 inches (466 mm). Pan and cover average expatsure length: 15-318 inches (390 mm), D. Installation in Alpine Conditions: Before application of roof tile in alpine conditiorns, plans must be 1. rafter ftertotlongtDbe2s from terto with manufacturer's g strap and rafter to plate to f tx gage B. Maintain storage area conditions for products of this section in accordance h. Pan and cover-to-cover centerline width: 11-112 inches (292 mm). pre-approved in writing by the Ludawici Technical Department (800-945-8453). nails ngwnhamrnrmumorsrxre�er Halls 2. Roof sheathing to be 112 Inch at 16 Inch instructions until installation. 2. Acceptable product: Taperecd Mission Tile. a. Profile: Tapered barrel tile, pan and cover system. 3.2 PREPARATION rafterspaolnandshearreq-nailing as irernrfor basic naltlna and shear requlremer�ts 3. Walls-8 foot high-2 x 4 at 16"on 1 .7 WARRANTY b. Pan and cover nominal lengtth: 16 inches (406 mm). c. Pan and cover average expo►sure length: 13 inches (330 mm). A. Comply with the manufacturers recommendations on preparation of acceptable roof deck, center on catoo high use 2 x B at 1rnes 4. Exterior two story walls tD be engineered A. Special Warranty: d. Straight Pan: Cover-to-coverrcenteriine width of 10 inches (254 mm). red Contractor products of this section, as installed, to be in accordance with the Contract 9. Tapered Pan: Cover-to-cove)rcenteiline width of 9-112 inches (241 mm). B. Broom clean deck surfaces prior to installation of underlayment, designaprequld 1 . The Co rdelly Documents and free from faults and defects in materials and workmanship for a period of 3 years. f. Pan and cover nominal length: 18-3/8 inches (466 mm). iteBuil in asbepndeglazin asapaequir enclosed structure as defined by the New York Is not 2. Combine special warranty of this section with products, as installed, of the following sections. g. Pan and cover average exposure length: 15-318 inches (390 mm). 3.3 PREPARATION tobeI ulldlnaCotantto wind -b umed bras. d a. Section 07530. h. Straight Pan: Cover-to-coverrcenterline width of 10 inches (254 mm). A. Waterproofing Membrane: tDbplmpactresl.tanttawinr-baumprpbnp. b. Section 07600. i, Tapered Pan'. Cover-to-covear centerline width of 9-112 inches (241 mm). 1 . Adhere directly to deck, following membrane manufacturer's instructions. 3. Acceptable product: Greek Tfile. 2. Beginning at save edge, install perpendicularto roof slope. B. Manufacturer's Warranty; Provide tile manufacturer's warranty against defects in product a. Profile: Tapered angular-peaak cover the and tapered flat pan tile pan and cover system , 3. Overlap side joints minimum 4 inches (100 mm): overlap and joints minimum 4 linches (100 mm). materials; warranty to include reimbursement for labor required for replacement of defective tiles b. Pan and cover nominal lengtth: 12-314 inches (324 mm). 4. Install additional layer on rough surfaces; install additional layer offull-width membrane parallel to, for 20-year period, replacement of defective the materials for 75-year period. c. Pan and cover average expoasure length; 10 inches (254 mm). and centered an, hips, ridges and valleys. d. Pan: Cover-to-cover centediiine width of 12 inches (305 mm). 5. Do not permit plastic cement, or other petroleum solvent-based cements, to come in contact with C. Manufacturer's Warranty: Provide the manufacturer's 60-year limited transferable warranty against 4. Acceptable product; Italian 1Tile, waterproofing membrane. defective materials. a. Profile: Curved tile, pan and cover system. 1 . Supplement: Provide supplemental "FirstFifteen Protection" warranty to cover labor and materials b. Cover: Straight, nominal lenlgth inches (_ mm). B. Ice Dam Protection: in the event of a material defect during the first fifteen years after completion of ceramic slate c. Cover: Tapered, nominal lemgth _ inches (_ mm). 1 . Adhere waterproofing membrane directly to deck, following membrane manufacturer's instructions. applicatlan. d. Average exposure length, ` inches (_ mm), 2. Beginning at gave edge, install perpendicular to roof slope; extend to 24 inches (609 mm)past 2. Transferability Clause: Include clause in warranty giving Owner the right to transferthe warranty to a. Pan: Straight, cover-to-coveor centerline width of_ inches (_ mm), _inches (_ mm) long. interior face of exterior wall or as required by regulating building code, whichever is greater. POOL a subsequent owner. f. Pan, Tapered, cover-to-covEarcenterline width ofY inches (_ mm), _ inches (_ mm) long. 3. Overlap side joints and end joints minimum 4 inches (100 mm). 5. Acceptable product: Romani Tile. 4. Install additional layer on rough surfaces; install additional layer of full-width meimbrane parallel to, PAVILION 1.8 EXTRAMATERIALS a. Profile: Tapered curved coyer tiles and tapered flat pan tiles pan and cover system. and centered on, hips, ridges and valleys. b. Nominal length: 12-3/4 inches (324 mm). 5. Do not permit plastic cement, or other petroleum solvent-based cements, to corme in contact with ROOF TILE A. Provide an additional quantity of roof the matching the installed, in the amount of 3 percent of the C. Average exposure length. 1(0 inches (254 mm). waterproofing membrane. NOTES total installed, but not less than one full carton, for Owners use in roof maintenance. d. Cover-to-cover centeriine wiodth of 12 inches (305 mm). E. Spanish Roof Tile Type C. Underlayment. 1 . Acceptable product: 13-114 iinch Spanish Tile. 1 . Beginning at save edge, install perpendicularto roof slope, extend minimum of 4 inches (100 mm) SHM Nuwl a. Profile: One-piece barrel tileD. over gutters and valley flashing, and minimum 6 inches (150 mm) up abutting vertical surfaces. PART 2 PRODUCTS b. Nominal size: 9-314 inches ((248 mm) wide by 13-114 inches (337 mm) long. 2. Overlap side joints minimum 2-112 inches (64 mm); overlap end joints minimum inches (1 mm ), 2.1 MANUFACTURERS c. Average exposure: 8-1/4 incches (209 mm ) wide by 10-1/4 inches (260 mm) long. 3. Install second layer parallel to first layer, maintaining specified overlap at gutters, valley flashings, 2. Acceptable product: 18-318 i inch Spanish Tile. and at side and end joints, locate side joints minimum 18 inches (457 mm) from first layer side A. AcceptableTile Manufacturer'. Ludowici Roof Tile; P.O. Bax 69, 4757 Tile Plant Road, New a. Profile: ane-piece barrel tilea. joints, and locate end joints minimum 12 inches (300 mm) from fist layer end joints. 0 Lexington, OH 43764. ASD. Tel: (800) 945-8453. Email: ludowicr@saint-gobein.com. b. Nominal size: 9-314 inches ((248 mm) wide by 18-318 inches (4616 mm) long. 4. Install additional layer on rough surfaces; install additional layer of full-width underlayment parallel wvwwr.Iudowici.cam. C. Average exposure: 8-114 incches (209 mm)wide by 15-3/8 inches (390 mm) long. to, and centered an, hips, ridges and valleys. 5. Fasten sides and ends to deck with fasteners spaced at maximum 6 inches (150 mm) on centers. SEAL• Drawing Description dwg dxf " 1-01, 9" iForm Detail dwg dxf 13 NEW 1-02, 9" 90 Degree Corner iForm Detail dwg dxf 7/8" TYP. 1 1/8" 48" 7/8" 7 rP. 1 114 r 7/8" TYP. 1 1/8" 22" �A,P �.Di` q�q _ 1-03, 9""45 Degree Corner i Form Detail dwg dxf ! e 25' 1-04, 11 iForm Detail dwg dxf N N N 1-05, 11" 90 Degree Corner iForm Detail dwg dxf \ "A" 1-06, 11" 45 Degree Corner iForm Detail dwg dxf ROOF SYSTEM 1-07, 13 iForm Detail dwg dxf R * _L_ ❑ , , iF 1-08, 13" 90 Degree Corner orm Detail dwg dxf °' `t , . °i PLYWOOD SHEATHING 1-09, 13" 45 Degree Corner iForm Detail dwg dxf ^ io ^ io °j 1-10, 15 (Form Detail dwg dxf .Qg 1-11, 15" 90 degree iForm Detail dwg dxf SOF g�U` ROOF TRUSS 1-12, 11" iForm Steel Reinforcement Placement dwg dxf TM YMR ' " J/ �W 1-13, 13„ iForm Steel Reinforcement Placement dwg dxf = 3 6 TYP : _ .3 6 TYP CN FN 1-14, 15" iForm Steel Reinforcement Placement dwg dxf 2X FASCIA 1-15, 90 Degree Corner iForm Detail dwg dxf 1-16, One-Story Wall Section With Basement dwg dxf GUTTER 1-17, Brick Ledge Wall Section Detail dwg dxf END VIEW TOP VIEW END VIEW TOP VIEW END VIEW TOP VIEW 1-18, Basement Wall Section With Wood Frame dwg dxf 1-19, One-Story Wood Frame With Crawl Space dwg dxf 90' CORNER REBAR, 1-20, One-Story Wall Section With Crawl Space dwg dxf LAP REBAR 40 BAR 1-21, Slab On Grade Wall Section dwg dxf DIAMETERS, MINIMUM 1-22, Frost Wall With Slab on Grade and Wood Frame dwg dxf 90' iFORM 1-23, Footing Detail dwg dxf 1-24, Stepped Footing Detail dwg dxf 1-25, Grade Beam On Piles dwg dxf 1-26, Frost Wall With Slab On Grade dwg dxf VERTICAL BARS I-27, Frost Wall With Slab On Grade dwg dxf INSULATION AS REQUIRED 1-28, Top Sill Plate Detail dwg dxf 1-29, Ledger Board With Wood I-Joists TOP SILL PLATE WITH SILL (Perpendicular to Wall) SILL SEAL ANCHORED Uj dwg dxf HORIZONTAL BARS, TO CONCRETE WALL 1-30, Ledger Board With Wood I-Joists 48" 25" AS REQUIRED (Parallel To Wall) dwg dxf 15-MINUTE THERMAL 1-31, iForm Wall Transition dwg dxf EXTERIOR FINISH BARRIER 1-32, Anchor Tunnel Detail dwg dxf 1-33, ICF Simpson Strong-Tie Ledger Connector dwg dxf L REBAR DESIGN AND 1-34, Embedded ICF Joist-Hanger With Wood Truss dwg dxf PLACEMENT AS REQUIRED 1-35, Embedded ICF Joist Hanger With Joists dwg dxf : Uj to to 1-36, Top Chord Truss Bearing On Ledger Board dwg dxf •� `'° 1-37, Light Gauge Steel Joist-Bottom Bearing dwg dxf 1-38, Composite Floor Deck With Ledger Angle dwg dxf 1-39, Composite Steel Floor Deck With Concrete Ledger dwg dxf iFORM CORNER BAR SPACING 1-40, Precast Hollowcore Floor Bearing dwg dxf LLL j 1-41, Precast Hollowcore Floor Bearing dwg dxf iFORM "A" "B" ® O 1-42, Precast Hollowcore Floor On Interior Wall dwg dxf !-dwg Composite posits Deck/Slab OWSJ (Perpendicular to Wall) FORM TIE SIDE VIEW FORM TIE SIDE VIEW FORM TIE SIDE VIEW 9" .5 13" g 11" 5 �" 15" co 1-44, Composite Deck/Slab OWSJ (Parallel to Wall) dwg dxf LU 1-45, Composite Deck/Slab OWSJ (Parallel to Wall) dwg dxf 13" 6 " 17" Q W 1-46, Exterior Wood Deck Ledger Board Detail dwg dxf 1-47, Beam Pocket dwg dxf O Z 1-48, Roof Truss Detail With Top Plate dwg dxf 1-49, Roof Truss Detail Direct Bearing dwg dxf W 1-50, Steel Roof Joist With Parapet dwg dxf 1-51, Steel Roof Joist - No Parapet dwg dxf REWARD WALL SYSTEMS,INC �� REWARD WALL SYSTEMS,INC o ]REWARD WALL SYSTEMS,INC e a REWARD WALL SYSTEMS INC' a REWARD WALL SYSTEMS,INC W I-52, Steel Roof Joist - No Parapet dwg dxf 4115 southslthstrjet 9 IiFORM DETAIL 4115 South87�Street 9 90 CORNER iFORM DETAIL 4115 south 87thShetx 9 45 CORNER 4115 South 67th Stied 90 CORNER iFORM DETAIL 4115swmslthsveet ROOF TRUSS DETAIL Q 1-53, Roof Beam Bearing On Integrated Pilaster dwg dxf 0mala Nebmslm 66127-1601 Omahs,Neinaste 68127-1601 Omaha Nebroslm 68127-1601 (FORM DETAIL Om"Nebtaslm 66127-1601 Omtha,Neixasim 68127-1601 WITH TOP PLATE W O 1-54, Gable Roof Framing dwg dxf REWAIM. Phone.402-592-7077 Fhm:4M-592-7077 ime Ph= 402-592.7077 RD. Ph=:4M-592.7071 Phone:402-592-7071 1-55, iForm On Poured Concrete Wall dwg dxf Fu:402.592.7969 ® • Fax:402-592-7969 ® I=4M-592-7969 � Fu:402-592-7969REVISION DAM REWSCN NO. RDW DA7E' REW90N Na 1-56, Existing Concrete Wall Interace To iForm dwg dxf , WALL SYil',TEM® TonFm: 1-800-46844 WALL SYSTEMS Toll I=: 14MO46s-6344 WALL Gylis xms TollFra: I-800.4684344 WALL SYSTEMS TollFia: 1.800.46M344 09/01/2003 2 • I=4M-592-7%9 DAID SCAM- _ SCAM- SCAM- WALL S Y Iia T E M l9 Ton Fra: 1 Boo 46s 634a 09/0112003 1 c) 1-57, Existing CMU Wall Interace To iForm dwg dxf Build Different.Build Better.TM Website: www.rewardwalls.com 06/01/200)2 1"=1'-0" Build Different. Build Better.Tm Website: www.rewardwAs.com 06/01/2002 1"=1'-0" Build Different.Budd Better.' Website: www.rewardwalls.com 06/0112002 1"=1'-0" Build Different.Build Better.Tm Website: www.rewudwalls.com 05/01/2001 In=1'-0" Build Different.Build Better.TM Website: wwwsmardwalls.com 05/01/2001 1"=1'-0, I-58, iForm "T" Wall dwg dxf I-59, Pilaster dwg dxf aLt=m its N uxAt cans txr+srrxxnnrr Pz+eaaEs AID r�aLaraorls Au DfTALS sxAu sr eaysaNuerrD N Atxx YTN soar aLt:ro VAIB'ANCFS a t"CAt Loars eorsaraGt�w PRACttCfs ArD AEOLRt7�l1S Ail aErA�s 9ut1 ar a Atx:"rmANa wnr 9LOr "Ls ro YAId'Atx£S N L"CAt txtals anew PRACiKE$,vs rea�mns�t�Ats swAa ae axslarA;►ID N Atxx�MaE Y1X suox DtE ro vAArAMfS a LOGIC Cores,COMM"PRAt:rreLs Mo AEaAmons ALL acus stAu ec a�ataruelm N AtxaWMx:E YRI sear MUM uvteu�3 N rarx aog txNsrxruena�r P1EtCA�AN"�acsamrl5 Alt arras 9au�oaa�RLe>Fa N Atxxs"ANra<rN 9Ayr 1-60, Moderate Hanging Load Detail dwg dxf " MN9 ►r " '" "'�'�"` �'""�D" '°'"" "C DETAIL N0: 1-01 ` t�RW V iff � r�°�°7"` "'�'°"" ' IV W10% NEM ` IC DETAIL N0: 1-02 ` °°E AM MMM MN9 WM0fWG °`°E`"`°°" "°"'R°'N"°R"'°n ° DETAIL N0: 1-03 �� PWM AW mmmm am X WP IA A OF MIX C�DIRLC7rat"M of " ' ° DETAIL N0: 1��15 NG MIN1977JOt.'9 W p,ru araErAt coralritacrtars+�Y,NpuWur4 ° DETAIL N0: 1-48 1-61, Heavy Hanging Load Detail dwg dxf - - 1-62, Wall Opening dwg dxf 1-63, V-Buck Detail dwg dxf Z 1-64, Form Brick Ledge dwg dxf 1)A WINDOW OPENING lS SHOW I BU7 4 DOOR OPENING IS FRAMED IN A SIMILAR MANNER. 2)LATERAL WALL BRACING AND WINDOW BUCK SUPPORT MEMBERS ARE SHOWN FOR 1-67, 11" Worm Ledge Form dwg dxf IUUSTRA77ON ONLY. ACTUAL BRACING AND SUPPORT iCONnGURA770N WILL DEPEND 1-68, 13" iForm Ledge Form dwg dxf ON THE RE U/REMEN7S OF THE SPEOFIC OPENING. 1-69, Ledge Form Wood Joist Detail dwg dxf Ulm 1-70, Ledge Form Wood Truss Detail dwg dxf 1-71, Ledge Form Hollowcore Floor Detail dwg dxf WINDOW BUCK INSRL ARQU PRdCED M: SQUARE DOWEL INSERTED 1-72, Ledge Form Brick or Stone Veneer dwg dxfi DETERMINE THE ROUGH-OPENING SIZE OF THE WINDOW BEING 0 1-73, 11" iForm Ledge Form With xLerator Reinforcement dwg dxf O INSTALLED. THE ACTUAL OPENING 1N THE FORM F1.ATEfRWL IS INTO HOLE IN iForm CORNER CALCULATED BY ADDING TWICE THE THICKNESS OF ThYE 1-74, 13 iForm Ledge Form With xLerator Reinforcement dwg dxf FRAMING MEMBERS TO THE ROUGH-OPENING HEIGHT AND 1-75, 11" iForm Ledge Form To iForm Transitions dwg dxf WIDTH OF THE WINDOW. FOR EXAMPLE; IF 2X FRAM/NIG , MATERWL 6 USED, ADD THREE 3) INCHES Til THE 1-76, 13" Worm Ledge Form To iForm Transitions dwg dxf WINDOW ROUGH-OPENING HEIGHT AND WIDTH. r 1-77, 11" iForm Ledge Form 90 Degree Ledge Miter dwg dxf tFORM 1-78, iForm Radius Walls dwg dxf 1-79, iForm Corner Square Dowel Detail dwg dxf REWARD®iFORMS V-BUCK V-BRACES, FRONT AND BACK. iForm • ATTACH WITH SELF-TAPPING PAN SCREWS iForm CORNER VERTICAL AND HORIZONTAL I . BRACES, EVERY 2'-0" ON CENTER. 09 r �I® o oe 101*1A © CAREFULLY LOCATE AND LAY-OUT THE OPENING ON THE A oc- co $ FORM MATERAL AT THE DESIRED LOC4770N. ©CONSTRUCT THE WINDOW BUCK AS ILLUSTRATED (CCA TREATED LUMBER /S RECOMMENDED) OUT OF STRAIGHT, NON-BOWED, CROWNED, OR TWISTED "3 0- g< MATERIAL. NOTE THAT THE BOTTOM OF THE WINDOW BUCK IS CONSTRUCTED K ° >` mew c- OF TWO MEMBERS 70 ALLOW A MINIMUM TWO (2) INCH GAP. THIS GAP WILL V-BUCK ALLOW THE FORMS BELOW THE WINDOW OPENING' TO BE FILLED WITH CONCRETE ® I (� Oa� D n rfrl"rl�INSTALL THE IWINDOW BUCK FRAMING. PROVIDE ANCHOR BOLTS OR OTHER (FORM MEANS TO APEOLIA7ELY ATTACH THE WINDOW BUCK TO THE CONCRETE AND STACK THE FORMS TO AND AROUND THE BUCK. 50 S7RAIGHIEN AND SQUARE' THE WINDOW BUCK AND PROVIDE TEMPORARY SUPPORT AND BLOCKING REINFORCING OWNERSHIP AND USE OF DRAWINGS: MEMBERS AS REQUIRED BY OPENING SIZE AND CONCRETE LOAD. CORNER GUSSETS OR OTHER MEANS AS REQUIRED These drawings and apectitcattone including OF MAINTAINING SOUARENIESS SHOULD BE PROVIDED. VER77CAL AND HORIZONTAL WALL OPENING the Ideas, design and arrangements SUPPORTS RECOMMENDED EVERY 2 TO 3 FEET. represented therein, ars the property of ©ADD WALL BRACING TO THE WINDOW OPENING TO KEEP THE WALL FORMS STRAIGHT AND PLUMB. SECTION thereof shall East End Dube Associates, LLC. No sclosed to part © THE FORM EDGES ALU4CENT TO INE WINDOW BUCK MAY BE SEALED WITH DUCT TAPE TO AVOID BLEED WATER SEEPAGE others or used to ter thanf with any work or protect other than for whkh they DURING THE FORM 'TILING PROCESS., have been prepared without written 80 AFTER THE CONCRETE HAS CURED, RILL TEMPORARY SUPPORT AND BRACING MEMBERS CAN BE REMOVED. sent of East End Design Associates, ]REWARD WALL SYSTEMS,INC WALL OPENING REWARD WALL SYSTEMS,INC V-BUCK DETAIL REWARD WALL SYSTEMS,INC (Form CORNER SQUARE PRa'IECT Na' 4115 South 87th Stmt 4115 South 87th Steel 4115 South 87th Sheet Omaha,Nebtaslm 68127-1601 Omahe,Nebtasim 66127-1601 866-2005 Phone:402.592-7077 Phone:402.592-7077 ` ��i � Phone: 92 70 �' DOWEL DETAIL owlwN eY: RD* F,x: 402-592-7969 RD, Fax:402.592-7969 l��/ W A LL M Y f E M 8 Toll Free: 1-800.468.6344 09/0112003 1 WA L L S Y S T E M E Toll Froe: 1-600-468-6344 09/01/2003 2 RD. l Fre: 1-80 2-7969 C M A WALL �Y 9�T E M ss Toll Fra: 1-SOOA68.6344 Build Different,Build Better.T"" Website: www.rewardwalls.com 06/01/2002 1"=1'-0" Build Different,Build Better.T"" Website: www.rewardwalls.c0m 05/01/2001 1"=1'-0" Build Different.Build Better.T" Website: www.rewardwalls.com 1111103 1"=1'-0" in = i'-0" OLE W VMdJW Of LOCM.MM=Rd MY M C M Mm t MIMeM AU XWAU 9W rE MWEVS N ACCORDANCE YIN 5" air ro 19t%UM a=V.om CO!BaPLC=PRACIRZ:S"a m6fRFsem Ail XrMS SIM if txa6llr =N A000 MW VW AM OOLtt V MUM=a LWA OM 0015RMAM MCM W ItEQ/IE MM ALL WrMlS YM K 000b7R6C1EII N ACCaWMa WIN SLOT =4=a,cmtrrtA;=PP.ACM MD QRS hmmm OF wa 0a%=W7IOW. WN N aRtAac am au s1s1EY$"t: D ETA!L N 0: I-62 LOX OM�E Lit ►�°`WTM � '`N°QE& WM� � DETAIL N 0: I-63 0=�` E W r�°r°TAL�'�'a°ANK X"WL � DETAIL N 0: I-79 DATE 06-20-05 WS17t�s X RKWr V OWM uvraReet=&VO OW ram REVISIONS: NOTES: WIND-BOURNE DEBRIS ANALYSIS Design Is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)6d nails 2. Roof sheathing to be 112 Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16'on center or 9 foot to 10 foot high use 2 x 6 at 16"on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be impact resistant to wind-bourne debris. DRAWING TIP E: POOL PAVILION REWARD WALL DETAILS SHEEr NUM1110- 11 I J . f' A-/ .v PROJECT TITLE & LOCATION: I NOTE: ALL WINDOWS TO BE IMPACT RESISTANT AS PER MARVIN MANF. SPECS OR EQUAL KOFINAS 3rd FLOOR WINDOW AND DOOR HEADER INFORMATION RESIDENCE EGRESS HEADER L OC4TION LINTEL DESIGN AND REFERENCE i; �,�T �,'Ih�DO'ti', #' MAR1if1 V�!N[+�'J: UNITS I — I THIRD FLOOR VERIFY EXISTING HEADERS 2� ST SIDE EXISTING, HEADERS TG REr^A,i. j AD 301 ��� � �� "E CUTCHOGUE - TOWN OF SOUTHOLD THIRD FLOOR (3)13ia"x7Ya" LVL HEADER 02 CCM2848-4 SOUTH SIDE LONG ISLAND, NEW YORK THIRD FLOOR 03 30x45 GLASS SKYLITE NORTH SIDE TM # 1000-110-01-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or OCCUPANCY OR locations; all locations may not be noted.) USE IS UNLAWFUL WITHOUT`CEATIFIC/ATE OF OCCUPANCY H G RETAIN STOW WATER RUM ' PURSW TO SECTON 454W OF THE TOWN CODE. OO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION . HAS BEEN APPROVED' NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS BE MIN. OF (1) 3Yz"x9Yz" POWERLAM BEAM (UNLESS 3Yz"x9Yz" POWERLAM BEAM (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) PLUMBING ALL PLUMBING WAI60TIE &WATER LINES NEED TESTING BEFORE COVERING MRWITERS CERT1110 REQUIRED , A RIMDZONE /< ` ALL CONSTRUCTION SHALL COMPLY WITH'CHAPTER"46! MEET THE REQUIREMENTS OFE HE FLOOD DAMAGE PREVENTION APPRO Q ED AS OTED SC�UTI OLOTOWN,CO�E. / / III I F — -(-I— — — — — — — — — — — —IT — —I 1 CODES OF NEW YORK STA \ \ /// I I I I I DATE: B.P.# �I�i� �� �! \ _ —�� - - - - - -- - - - � �- - -I �(-_ -I �- I I- - - - - - - - - - - - - — _ � B -- BY: Ij II NOl"IFY BUILDING DEPARTMENT AT - 7S5-1802 8 AM TO 4 PM FOR THE PLUMBER CERTIFICATION j I I I C'_LO'J'>ING INSPECTIONS: ON LEAD CONTENT BEFORE CERTIFICATION OF I I I I 1. FGI�NDATION - TW'O REQUIRED PANCI� FOR POURED CONCRETE CERTIFICATEOFOCCU NAILING & CONNECTIONS II 2. ROUGH - FRAMING & PLUMBING SOLDER=USED IN WATER REQUIRED. I I I I ,FJI 3. INSULATION SUPPLY 1 - .,, 4. FINAL - CONI I RUCTION MUST EXCEED 2/10 OF 1%LEAD I I I I I •`r . BE COMPLETE FOR C.O. I I I I '•..w I I .;•(1---r,` ALL CONSTRUCTION SHALL MEET THE I I I I I I REQUIREMENTS OF THE CODES OF NEW I I I I I jLJ f YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I I I I I i I I I I I I I ISI I I I I I I I I I I I 1� 1 I I I I COMPLY WITH ALL CODES OF I I I I 1 1 I M I NEW YORK STATE & TOWN CODES I L _________� � i AS REQUIRED AND CONDITIONS OF (- / SOUMMTOWN IBA I II 1 1 �_�-, F I I I II I I II I r 7 SOUMD TOWN PLANNING BOARD I I I I I I I I III SOUTHM TOWN TRUSTEES ( i L- — - - - - - - - - amu N.Y.S.DEC r - - - - - - TI ====___=� 1 O I II II I I C ----- I III III U 11 Il i 1N L - - - - - - - - -I-� C jl f Ti — _ � � - \ I PROJECT TITLE & LOCATION: I � KOFINAS I 7,abfe P fl,ftnkvurn insuhativ"T,Tilik-kneitts haf?"',ii'?,;v�10fing iP,.4,'I'va-hir pv'pes i �-_-_-.,-_­ :�--,--- _-_­� RESIDENCE 1 __ Peir,l,w,# I insug-alikon rhk�kiiiess in Inches to Flipvl:Nzos BUILDING CONSTRUCTION NOTES: - , I I Y -..'�-�..---�--.------,--,---�-�.---�--.-�- �-----�-,.--� .�lI----..____.__-1_.-.. --I-----------.,- " , k. P L­_�.� L� . , _ ,,�,-�"�'Zi,��l",','!-"),I'-R�'�,�Ll'�'�'r-�l-,,,�,�'i,4 I - -__ ,P_a4__­_­­-­-'_­ �, -!��1,4���,-�kiL6g---�,-"L(,�41"i�l---- .,-,�i��i,r-1,��'alp'.5�c lian'd[Rulictuts 111.1d,P,atp Haab-�,d Wate�- -----­.�Ll9_ 1__ __ _i, - --1- g_1tVIains­______,.__ ­­_­ - __ - -e fT,i ')'i" .�tfj 1, 1 5'til,�.O` .C)�,,r"T 2, . -. , ,-.�..-�--l-�--..--..-,-.-------'I � remperaku, , upli: ur� �25" 552 EAST ROAD I I I �,.iIj - � ­­­­---- _­_­...__-1 1_-_- _________________­ ­­_ --.1___1._-______._____________._____ l 604�1 i I�I Api licability. 14'11f�, P['OAAFJ,11011S�� cil'SSTID 10 and tJ:,,.eAF&�-., F,Z I pf"bod J r,aln7e (70,�,4,S'�,YIVA�4 it(.� I, - 1 7 I'll-I 80 1D,5 1.0 L5 20 GENERAL: l? � 1, ,, " , I , - I 40-:6 1) 0,5 0.5 I 0 ',,5 � J , 4 l�.-Liin �-r: e al, '�T ,00,N,�, ,��q,L"6��, 1111"r,",iucei'T jo,�,­ ?').�,,,,Oe, cyn,d ?"M9 F,,,,u�l�uiy� ,[ ,,t 'ih,,�V,.s 5"IR", HL, ,3',`,ri,,,1,-`,'�"fv'9' , Ot - - ilil[,:able o� inly I ,�[ - J I 0 - ,, 1� I, ,hi-,i I �,� h " ., , . I 5 1111, 11, ",��'4 1 0 11-I 9 9 fl,15 5 CI�9 � , , . ,, 011, :tt " , 5.1;I -C, I ., " ,� L, a. I � , , , I t'p�,, I , ­ � , -a -� - �"o In , _'.�,y � , il i",-�,S'�,��,,�I��e� ,I� "�tc�ft'v"i ol�"i,�� V� �'.I ., � ,.'� ,qx1,14Ji1i1T1g,s l(�,'�",!,��li'led ,�,?v-iith�ip,.,t� Ex�j-�,u,iixne iik, B oi (' as dgefirje,d ii-,i ,"iection, 1609.1t. '17hic 1- I "visions 1. All construction work shall comply with the Building Code of New York State, and the American Forest and Paper I �. i.. I ti" . 11 . enl qZ�, �4'a 11 � C, �", "', , ,� TOWN OF SOUTHOLD M��;, , rloit -P -u2­il­y­;r ,,i�lf'o,1"7���l,�, is(,I���,,,t�-,.,�(,� �l,!,I,�., ri,dgi�, �i�t- e,si,�a��,T"ljyt�, ,,, , 1 �!13 ,I I ai,.) ,,[,�,! t(L,,� b�Ll�..IC,141'1,llg ��ll"f,.�,6 �",)[',I. t.,,[ ,, ,.�,,. 0, 'i I I., JIt 1 61 - 11 ,� �. 11 I � _,, ,, 11c, .IiU�,, Fvbk-2:Affohrrom h1suh6vi't Thk*knegs A,)r RVAL,,P!*Cs " vl-�� Jkl I , % �,,J,]i -and Two-Family Dwellings, 2003 SBC I I "I - ecy 0_,"t 1,3,� ,1? , Lo 0 -11 I I�,x Association (AF & PA) Wood Frame Construction Manual (WFCM) for One �, 1��,,e,, 1 ,, nipliance Cerl.14"k ate 5 �it�,,�t ,t"�L-�,�,- ,i�i,,�ilc,rk�7viri"f�I r4jiiti � lk� , ,4� � _ .N , .� -in,lnidv�*,r,by,Npir Slxu-� LONG ISLAND, NEWYORK 2 , li,���tO;�ti;ci�i'i'�tici�crrv;i� High Wind Edition. �­� NIVIMIMMM I Ruid­Y`�,­ifip. ._­__._._____.......�--1- ------- -____ - -A__�___.__.,_,_______._ Pip;ilgi Syst,i'Am Typel� Rane 61("fl 2"P Anco ibi 'Pi and Ler,s 1,25"ie'j"ff, 2.5"to 4" " _______-�____.___.,_______------I-- -9------------'-1-----—­-­'------ -- ­--'--- ..-.. .......... I----,..-. - - _-I__­­­- 1, 'Flie0lil"11, 1,-i�d�t,r�"e; ir,�,�� i,-�,,�l,�c�f���l,�,,I�),I'�l�".��,�r��1: isf-if) f��C`I[L ('18�""�",f�$��""� l',�t""I-�"�) c�,�rh,,'i,�,,�i��-�k- iflo,Caot,d kil ex,�)c,'�,,-,-i,l-,,'C,Iio�,-'Ii�, C"T __': 4 ) 'L `I"o�el�cd`,T"�-. "0 F i Nii'-N S [,--,t l� S I I E N C�I-` Heating Sy'Alnrva , I I " F '_ 11a i:� K � , - , �,_ , Cl, "C-1 L.'�"r - , � c."'J. i-ir" e_xqx,-�stu-" .,.��, I . )(1 'k.0 1 15 I.5'. 2.0 I I., ,",) ol' I i,,.,,,Ih er, i f�l!oc,�],�V I i c� R�ejrlorl:C--at;;�:0,3/10)LD6 Lcrik,Presf.-,ijrf�,�/l ampram1we 1_4,� J L� li,`� V-`�e Ji.Wi,ll ��,,X k� 11 Low Temp��rali;�f_i 1"0-2,"'Xi 0.5 1 0 I�C SCTM # 1000-1 10-07-18.2 2. All work shall comply with the New York State Energy Code. `110 t'e,et ,5',I "P� .""I , " F � ! I � 1115 Clata fiieilame:0APmgl&­n ililti�,,-.�ic.7t�e-,V�,,�P',,�'ic'��e,,,I���i��',�,F���,AL,. I �;, - ' -1 A. It shall be the contractor's responsibility to submit the size, design, and type of mechanical systems which will be "rc� Staarn Gao,densab,�fof feed water) A� y 1 0 1 CI -5 2-0 -- I li CoMii"g systern-1� WORKNOTES: . ktill. � -eog�,(' 3 � ("nilfed Wazer,Refrioeyaatl�nci �9)5111, (1,5 C)1, -11, 11�Qj �Ift I I , I [)t.i�,",e,nn`" al"'."'frul D ,odw 2001, Wcc - 0. used in sufficient detail asrequired by the Building Department. "711'1� Thern a,lIC'41111111 'c,��V"'T i, �rf,1 ,,,!,�op(,� 0"I'l-le 1-i;Ill �--,�,�,�v c,,eet,.'s I 0l � I . ,,� _ 'A 11 , . _� L)UaUol�: $outhollcll,Nalm"J"Orh, Bnne _ Rl;hvy 40 i.0 1�0 I,,� I�5 (Notes shall be considered typical for items identified and B. Insulate all supply & return ducts and piping as required by code. -, , Construdian Typ�a: SiRgle Fiarw,Il!� , shall apply to all same and similar conditions or I " r .r _.: fiiq, ,_,� ��,,d, 1�� �, I 11� ,)t',') I i 1� �[ , C,lazlng Area P(Not�,.ntagi;�� 24N, � '. 'I �lilef�i,�",',�ll, ,Ii�,,�,�"'!I.�"c'ec�t- i�'��,��;al,p-"" ��,�,i��lL ���,,�, i��l�I �-Nstr, (A,l up,viiii.,"'d ,�,�,thersuchtf,' f�-�,i�,,,i-��,ipli�(,' I��'.',,i,i"��l�� 'C��; .3. � lt,7��� I C. All windows, door sills, openings, etc. shall be caulked and weather stripped. ,. ',­[E�Ang Deg-ee,D-,.,�y�,,: !,i 1,5 7 2 NOTE73_T0 PELD�,qi[Atdil�D DIJPLAOV��AA USe OMY) locations; all locations may not be noted.) -1 � . I I 11, I It I ll ­ " ----- ­­------ ,I - bi .hl ., "" -I----,--_­____.____________­___­_-�_______-----------,-,-..--.- .---,.Il------------L-'�'---.'I-��l��-�-L��------'I-------'---.'--- 1�,-�,r a ,Iis�tanw,,�� fn olrl'lthii.��:' 11"6"'ghl p,�'alffti' 0`11`�!54'), t"*fVjt:lS tl'�c,­ 1_�,­,n'i,g t "'Ar"I'le hilj'( orr I n,nfllt� ,`]A')d. 11kLI'Ll" Gc,,nEAr�,,.dio,;'S,Af%: 01"Imic rh1lonrl'u - l')�e�'3�g;�c��i"oyl�r',�",�r,t,-�!,: gl Z�� ,-1 �, I EAST ROAD I)F�Z GEORGE KCIF INA,S, ((.�'�RAIG AR-1w 3. Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed in the following J"[JI-(,*'r 001JE NY 114-35 EAST ROME,, , H 'i HHAS F END CA'SICN AS,�SOCiKfEIS J 11 JJ-f'GL _­�.---,-------------------"-----___ __ -,---_ -.--,--,�- .-_ ,---------------____________-11-____-----------___­­__._.--1---I 1: I$ .11 C I KXA�*,:,WS' I I X15 HJ,C� ,�y,,,�,I,C'].,Il�i,"�,"�l�,'-�'l,', "ILS : re"711'e"', , locations: I� ,g H I`i 3 0,MA i N 3'A'Y V I!:DN R 0 A L) ��, ----,--__________�-,�------��____-------___-____-,.___,�-_�--------__---__ ,-- �-__-_-,-----------_________ .-�,,,____----------- I ouqi�iou),-NV 1,v)7? 1) In each sleeping room. I �6314,6��_18��3�2 ____ ­­ ­ - -11. _______ ____________ _,____________._____________ I--1...- ­­ ­_.--------­­_­------_-111-1-1-1- --------_- 1. I � ,­ I L " , - - -I -l� -rg ­�- -li.,L ;�,�, - (3 "'.161C."; i�st,Z'M - i�iv,-_-'i �151 fi),i :1 1T:VR! V,li�",',C..I-�-.�,�cC��,,�,if'C,�,��,,��',lfl'��11 `:V,;"'f S`�,ali� ,li g r� , ,ngi!�j��IJ'A ,I � � , , im 1�1,�, ,,, �-,$,6­��6�1_',)g -�� , :, 1, ,,,, ,,� - - , , - , m� "MA _A--�� g� ,I _ , p1l'i .­ -­ --,-.---.--- __ �-------�--�--.-�--.-�-.--------,.----------.-I-11�-�--,.--.------,-�---�-1--�--l'--------�.�.,��--��.1--l��-�--�-�-----,-----�,-�-��,-�-� ­­.- g,rl'!g 11 _ ,,, ii - " ,� 'l, pw , � 2) Outside of each separate sleeping area in the immediate vicinity of the bedroom. I i�'",'0_J"V i�2 �10`,�-,,Li"'rnl�Uan ,,v i;-�,,.� lc"Q�.�,..ds, 1`.,1-�k�- ,,,�,i�,--� I �, , � Il il�-ii tf,- 4- �p-, -,`kl c C,r­`- .1-1.­_U% I If vw '10", _*_ e, I A 0, � I , ,,, _.rn �� H 14,3=22 I IA,#P,w,.@INIj! �w,,.,4 031104�,Ilp , 3) On each additional story of the dwelling, including basement and cellars but not including crawl spaces and nol: bc- les�,.,,Ahan 10 po-tinds IIC�r S(.ivanl­�� J_'0,131,(01.1111--19 LNI ;'in2' rnuitiplic,,J b,,,,, ihit,-, �i,iroac�fth.e buildi.11�,_,,ti)r � . '. I 1, I ,�, ., ' il , ;" , _­__.___­____._____ _ _______­_­ _.__­______:__-----____________...........__________._______ ­­­ - ---­­­­_ --1- " - - ., - � , -`;,;,� "n v,-vin ,,, ery 0 .� U, . I �n_ n<:ic, ,-, 11 - I i � 1� �,�; � tt',� I ii�_, x_�, hil� 1 , : Q J, F -___­__-­- -­-�I_11__-___-------�-­____­_­__--.1--l --­­------- _-_1 __.___­____­_. I _- _1 -_. __. __­­ __._______.______ . � -.,Lr;, '%" 0 Ill -Ig ' �w bi-d I - � -) C"'�L-S I�14�,, 0 .,'I" -- w 1 , �1 ire,i-i�i�"_)rt, I ni i,I�e c,�t 11 l u it a";i'.)n ofd "' * ' - I I , uninhabitable attics. In dwellings and dwelling units with split levels and without an int ening d *or between the ' SITUCILLIIIV ,U-E�OJCC'b,�,�,.,,! ;,iin, o vc,,rtiq-ofl, J'�h, 'l-�,;" -. vl--I Itla the vlind lig�I -�-f oi q 1,�xo�, -as eu-I , claddh, fi Pdln,,u,�,,, tho�-.,, ;­1�4��el - ,, , NNIM,101110, IN,-I 1,11i'll, .N- . loa`­ 1`,�,�,�Or c-! -�I%.,�?, J ,t I."" souln 4-ii,Ii,�-.:ie j,­)r�os�surt-_� a toi;n,,, ,! ri� opip, N' adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level,provided that the I...� �l- ­� I Ciiiiing 1:C2mN,rdr,,,,,�'1361ing(w)affic): d2�� ,0 0 0,19 14 f�ik,,.�.�-��!� ,,,,,'�,�ii�ill'ill,. ba,,� 'ua�ls.kilil "'�l�.lic� ',�XIL'�,f,�[t,�,.�tL",,� �'A"ii,,,,f ,�ik�%,,�,i,��,,i,iI ri,rcs,iauru f�)ft,-,,k)y-.4p��,)�,it,�'i-i"",-,.,��,,,� and clair,)','(,Iii-�gt)-.,,'�'b,t�,�"il,ie��l,,ii��g��,,.� shall L lower level is less than one fall story below the upper level. F- - , �Ml I)l �' I Ceiling 2:Flat Gpilhmj oi,Scvq8or Trw;s I B :'1!11'0 0'a 1 - . I % 21 0 I - 3ossur Trii,��S� .;:� 0 01 0A) 44 "�lr � , -1 ".63 1!" 1: _� in eitlwr ,_1hn,,,,t:fif,:n .riionrrll-�dl tci!11"C Ceihn,g 3:Flat ceilhaq of C �r , ,)t 'EX�,,, lc.�sls tl tv T-1 I U pourxj� pc,,,�v ,i-'-'t,,, ,iij-', 11!�­,g (l,'i,,, ,. 13 & ""k.1 ,.1.-­ ��,01,l�� (�� 4,9 k I'Q�i r, -,;j afout r,q v - I( 53 � I 1 f',�,� I 'I C"i"", ,i 0 0 Q I 6 , Ae,iA.A.­ � �C,A x-1 J�,I,,�r,,,,, "' _� ;, -1�-3 I I nc)t b-", I,­,�s,s thal-� 1 0 1,,,oux��,Ids f-n.,r DA,Ing 4:Gi,,iiftsdrai GeDfirip frio�itlic): � � " 4. Engineer is not responsible for the supervision of construction. GeneralContractor must verify all dimensions and . 'suly,`­'. 111'se (14-Jk-,� r-'�l, -o,]'�L,etli builldilkj,ls wn'd oth-1, 'AnIii,flikst�8 1�!1111-ILI I , C6'�ijig 5:C,allhedfa�Geiliq (ml,atii(;): 35'," �11 0 1)0 I 5 " - -1 I � ,l%I, ,$ 11 ['�,i: 'I 0 ,�l ,-v,­- f(,.-tic,?- (O.,479 .1��,,i.�L'i't-k,i'-'L.�� �,ir,,,.�,,,'L,,,,.iplie�L-,�,', thco"Ln-, -11' I � I ...,�] I- - , f�,�A�1,1 lz kl`Vail I I Wood Frzirne,'16"D�,;.: T2�i .L 0.1-3 ,,,�9CI conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approval. Wall 2�ilVood Fi-ame,16"n�c.- i4�P '10 0 0 �11 r �I D4 .1 L'�,�_'A'V`)),1,3 A�,li f,-J­cy,q..,�.�e aggal' - �,,�, I I i � I l 7,1 .1 11411,-�4 t'�,tV",,�'I'll�t.�:,r�l""�i(il:I ,&1, -1 Ond sfl`tiinj�. 11,AJj,.l'LJ'�,irJ �J;'�I-Orrd,xar,',-, ,ariiJ� !i�ySt1­�,ia_,L,1:,P, �-,­�i,l i d Iflfindow I!'NOW I-ra�n��e,�J)�)tlhle.Pane with Lov,­E �164 0�,i23 372 _�, u�%p ,,, Sl[� Vlvinfjovv��:10,h)(d Fieme DouL,:Ie Flane witt.)Low-E: ":,I(� 0 3 2 1'� 111) 5. Do not scale drawings. I I It I , fj.�'J�,�r�,",,tt,l_IL'_ ",i o I L � . v)�inct)t,v�.V,Ay-,,i F,�arne:Dout;le Pollevvith I ow-E: 91,� 0 3 2() '�2 t l!Ti � , - , -S'41��'Il 10V I�"k;J-- D, - 99 i)40 41 C i �-,', 11.111,110 -11 �:!, , ,I 1 C, F -A � ld'I�V.tll tte� ta.11LItt.)r,i'd, iU,15 1'1�.� out 1:Glqss: "Y"16 (13111", V?1)t RIT U �,,,�(Id,I�nq- m �1 ,1:lu`I di'n"11 u,l' LL;, � Z Dm-�,I-"`klfid: -%W 0,I I 101 Ck ,� 1.9 . r . � , 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any i fr-�.,dh,,,,,.,,,oJ ,--in� . ' .' " , �j I" L."�?,� ,�', "Flov i:AIIAVoold klisif-I A u�.L-�:,'_ivi��r Unfx,i i Jitil)n,ed'��p,�ce� ,I-,_`�'�q �i.() C-11-0 819 . A .1 .I,,-:,, 1 il ,rj,,�y ;," ,I t�', �-,e 1,, - , � i J11 �_: i,,�'Itq� litf,�� _4� � ?,,-r t,o�r _� �, � � 2!u In " .i; .,,I�,&,,�, " " , . , �t,�, i,_� . " _j ,,,,i nir, � _JJ,L . ,'. iI ��',,I c, _Fntiu� I' L A" 1'� " ­�� materials, workmanship, means or methods of construction. The engineer shall not be held responsible for the design or " - ��Il ar.,I­� ' i�ul[d st,odt' .,.:� , FlGtw2,Ail-lAto,od,,I,i,t,,rl russ:(Dver Lfncondifion�,,d Space� '1320 1)0 13.0 44 r any other system �,�I)rec-.­, to flhle 11"("'ll , - ,VvIt-itere, ,, _t-�j��C�j J)f�fl� - , , , -1-------­____­___,__.­_______---------­­_._­­ ­­ _____1________________._ - __­___.___­ ------�----------."--,.-,��,-,�,�--,. �._,__._______.___. - r .., �.)(L�tl -.- r, It 1,,� '.".t ., - ?­ e A . I,''� " -�'o -.,�,e �,L��, *?L -.�e forc,(,-'s ii�," p 1 r")"," k,dl ila,lenn,en'.The prapr,A,edbaiiding,1e!.,J9n Ge,sciil�,A hefl.-,�,�Ii ccr�Jsh�nt%it,lv,ln,,� building pian-_� sfx�cnfilcal�nnui.andht)tler , "e I Pftt[o.�� 1 .1' e" .1 ,,, , . I fl,�"s ,i,�"'Al I"( ��,�.,; � , .�,;., 15 k Gooq_iiiar,ce-"'l . installation of materials and equipment: Electrical, Plumbing, Heating, Ventilation, Air Conditioning, o � caluuki�oiris sut)nJj_,_1'e,C1 Vtj,t'.ft�PL,L�rflIji I --C,10 U I i applicliticn.Tho prop:)I,od buii,Tng hw�bin,,,cn,jL�,!,pi�,�d I.o mee'the 4,00 F E,_� -tj imrneni,,, ii not specifically contained in these drawings. , , , I(","_ - -�'Sc��fi-t,,,h�fi��,�,,c:�,E.[��,)ril,',N�c%lls�. _' � ti, Jik,"�J�1,��­,",') 1-1,,-, 'i�,�-, ,_�'J E-,r �Q.�� 011-1,3chock Version 17.3 ai�d tn cumriy v,dth tht,nianda-lont requireme.i��3 k-io�h�:�Ie IL_ . . I � �)'� 10, I I '�, 'J, i ,� ��, .1 FbC' 7 -I 1'U I PA Li,�] J.� J. lj� _;'_11� �l', -1�_ T�'4 i pC I Ir � d,�,iiid 'r,.I,a1,,J(, th; 1"��11.k'jr IoIa,idll shall be lrake,,,,,�,_-:1,,s d OR ,r it I, C,`�Z4 , I "I . , .�' �1 . I - . . 1:11 -1 ��__�_---lbx�­) -------_._______-­_­_­____,____ ___ ­­­------------ -�6)��I__��_____ � 7. Electric construction is to conform to the National Electric Code, Residential Code of New York State, Building Code of dJ"Jr,'J '1' n " 11 , ­ IL I- 1�1 , , � 1� A., _( I I I 'I`JMI"511�V hj�Rirlf' ,m��, ,�'.�g ,�'?,� C__�S i, � -m I-S -1` - !!,1605,' 2 Buil JeOl)esigrio� I 11 , "`­ -,ly,�l 'Av�,ind (�nielw,, 1(��,,,'here the ahi-,r-na1-I,- t,ms.',�,c lo,a,,�-1 � �,­,,nLbi_nI, tif,�D�.­,, 01 _�O,,rl,11!01,3, I lc� � . New York State, and LIPA. 11 I �_ I I g ;�� (1� � Project Notes: . ,je- �,-�[) I I I V, - -, I - , DN R -, " FHE.'SE-PLAVS at,(,�� us;ed,, ,,r,,Aii ' t`tbe rvinirnunk de d k,*�id 'Likel)� lcj Il- e ii'i p' ce d w,h I 5 � ��j 'VWO,111�._1P1!+r(J1,S - 118 � P � �,a " ",111 4 - , Plr�E�;""""G':')�'l FAG,T EAST EAT)DUSIGN AS,`01C.i�L(�.All"IA�g�NIV CM ES f IC .' 1' 6REDING I .1 8. Plumbing is to conform to the County and Local Health Department requirements, and Residential Code of New York I I P,a,P,4,_if'i -V,vri�,,_�CJII eviel,t Sliall be u.,s,,it.,r,,l1,, KORNAS RESIDENCIE 1� State, Building Code of New York State. . I I l,r-I-- Pag,�I c�f 4 � Q lf�,Ik��,Fe,'-,'��',jr)&TqCE I, ir "r,- � 1� , ­Z � 0 , , ��,,A t T"Cil, q,vlf�s` P9!,--,,it],4,, e , � � ,�.� I �� ,I I -"ect!"n;n, 1..� -,�r,c",-""�,,�r i"a -, �, ,f� ,�v,-,..f s f� ',r,ii , ` , r, tl,rkwrl�­si� g11,.,,I1i',.'iir�,"' dlk , ,Ll�b , , i/,",-)I �" , "e. e,kA,_-,."rr1t,11 " , � Z 'C� QNEANFS " 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State, Building Code . .1� rf Ji. � - � .�c.Z��, I li iA �l �0`91 11 �, , 911�11 I 11 "I 1� ` " -" ' , -tr(� I '�! -, --mig 'e'l% �g,,,�L� ,�.� , , "I 81't irn n I -, _h 2 3, .� ''P,-,�� , � I 1 E C - A : L E III � -t ne la,"�,,�n pre�,,.,;sltre hn ii.h.e 1""I'v"i'll-r f,,() fe ,t (118 , ,f). ikt� 1'w`Jh1ing4;i shalf, be ,s� Ur'j,�e(j -'s, -0 ", ,P' of New York State and manufacturers specifications. . I AF ,h," " ���,, J_L�i�",� !'.,��lfIf'��J �L�q,�I,,_,_*, g ,'S jr, , -t I ' '. 'I � I . - Wfllf), -� . �, " , , � I" 'S��Clpj ,,L� , � , Sot , , k,;'.r , .q1,Zj,,,t�_gIr[ � `_�ijj) ','J"_� 'e� 'J� ' I � k "twe"'re '11 ,r� , 11., I "' '13, _ I ,tt�d I ,1-1 11,11 COA,�31 :I � `Schew I �11 , , in !i �._ __� ­_,V�l.;,zl '' 1� �,,,.Cc JrV'iJ,b Fi,11 .' �.�)j I' _�.",i�",, 11 _ , , 'I, 'It . ,�� I,U I Z"_,� , � 0� Pr,� , �F , I I _ I ,! &`1_--1 � - - I � - , 10 "�� l :��,� ,;; I P � �_, t"', �g,rlel.�,,ning ilh�c re(�,air,,�,;Inctits �,)":�o��,�'k ;".�eL�i,�,..t.,13�"f.��",L,j�(I i1'nr'xa.1',,t rt,�",;.,i'­',JrIe, E-,,,!��,,;.,irti�,,i'�,,�,r��,' cnr Allilft,11' .4," 1�1'i;K)Ii) "tDC1 ,0_11" 3 _7 .11 - ��', L., J 0 ment is to be elevated to FEMA requirements and NYS Code as required. I ", �, I I ft , IN i , I � ,ectlo - Ch ,,:'*1"Ist I 0. All electrical and mechanical equip � � ���, In i,p . n ,les. I AS11-I,vil E ilm r,�ll-,"'�,��-4,�ej,-,,�,�,��,r.,,�4��-,��, tl-.Pe­re�il 8]5 fiblitf-jrwsp: I % 4 f, .1, OW111110. . �. 'L 1 1. Limitation of Professional Liability: Date�L 03!10106 By acceptance and use of these plans the owner/builder/ agent agrees to limit the liability of East End Design Ceilings: I � - I Associates, LLC., and their draftsmen due to neglect, acts of error, such that the total aggregate liability of East End I , - - I , 'IL, l, I � ��`,,", ,, 0i CnN,ig,i:Callhediral CaiIing(no aakic),H-'It,),0 c>rvity iosvlatu'l - ----.-. ---I--------,..I-I,�.----,..-.-.--'---.----'--­­ , � I J! 1i ,,I 'I�'�, ��a i,-.-�,-,,,�, 1'%�-,,,,e t'c,,q�,ti,',ren'i eu�t,�'�, 'I"'d �Y1��"' � �iL,I,I a,,i-x�.d op�i,i,i,i,i-,,,�,,��� loc,"A 'xI �x-,0­ln V 1','P,,01-, (9�i,44 �rvll-,iu` 1 i A C;1D1,rn1r4lT1l*..--."-�------.-�--.---".�-�.,�,-.,-�,.-�----I.-­�-�___­ --------- ­ ces rendered on this project � ,- 1.� 1�I _�,tl I ��I',4 e,,�_l i III.1.f�I J-t - ) , ) - T gT11`,_K-., 'Fil 'A FI "! 4. .1 � I �-� Coihngj 2�FAat Gei�in�,,or�;vis�or I ru5s,R-310 0 cavily�n�-wlrltion Design Associates, LLC.1 and there draftsmen shall not exceed 50% of the total fee for servi - I ,, ,­�,�­,.,t f".,�I" Ai,Q, ,F44, [, 1i 4121 f)J ..., ,arl ,V", I i.1 ":,I- � �_ e7oft il I"',S'F",1 1 C 1 ,7 ,I � -t '"ll 3- i excluding East End Design Associates, LLC.'s expenses such as blueprint copies, reimbursed fees, etc.. I - Coirrmerd'�.,.� ______-.,.,.,--,,-,,--�-�,---.-.,--,-----------------------,--,,-----�,-,-,, I— I ----,--��,-.---�----�----�--,.,--------�-.--�-.----�-', I 1� 'I('� I" ")' ' ' JL-' " ''_�t,�I�n� "I�,�,� "��I ,-�Jli"�",�it 'L 'I_'. ,­ -1 1 J G�-,tihrxj,3:F-lat CpNngoi 86ssor 71russ,R-50,'cavity iw�ul;ufion , I -I : _.()�Ti,1�', L�I. �L"�,A ;�I,I'44". 11,11, - I I " . �� �� i 1i" 6 c�:� O', � _. ,� 't1r," I - "".A' �­l V",i!, � � -l, , P.,_, P. l,IV,,.9RrIrl", qlilianir,: -- - - . --- ll , , I ai riiovc,�,gs-r L,'4 , 'I _ 2� ( z"a,-","e,'r, o,� J lt 'o�, '. ET, , P,) , - , _, �, , t ry,� , 11 ��Pen:r,.,,�,_,��'� ,­atl��d �j rt - ,, V1, �1� Coa -, ___,______._____ ------, ______ ,__- _____,_,_____ ___.______ - , � �. ,____---_____--_,-�----,.-.,--I-.-,--�-�--I--.L - 12, All of our floor plans and elevations ar protected under federal copyright law. No plan may be reproduced or I ot�,,­t1v-, "`3"vyl�,1 1 1'�"�"'�",�� , L l'; CeiliM,A'�0�;Ii ih+�dl a I(_�,ui ling(ilo�­,,*.�),R,-�;0,0 r,,,�vity insu Iatf-,,n e .9 N­,_l;,J,1 lo"I n 11. Lit 11 .!_,.,�"11'��� 1� ["', ��k 9"­ CCJ"��tyi�L'511��:­-----------------__ ._-____ -,---___ -,----,--�__--------,-__----___ -.,,--��- ,�- ,-,-.----,�-�----�----,--------,____ $'jJC,.,, '11"t,,��i_�_ ­A' A l) . r�lf � i, ,)� 1_," Ceiling 5�C,;Ahiwidral C�aflintg(flo aJkiG)r q'I!_".ij(._r't_'VJty 1��F�11'i lliicln . reconstructed without written permission. �.�l,,I-e r',I 1,o,'.'n S� ) ("orrini o Its��------------,-_­_­­_, -11­­­­-­--­­________----,___-________-- ,__ __________________,____.__ _-,__------ L L. � , i'C', ,ll"""_,k!�, "I"i �Cli rvilmnliunt - i �, a -) a I 'I �,_Ifl V1 � , i I [ ,du, ­.;s0' ,�,,'�6i,,.�,i�c��� (' I,I .iii,,,I li�(��ll'�iztxi��l'ill�kiilTi; f$, , "," , "r�il Pi l ,SiAi��"!' 13. Owner/ Contractor must verify any site specific requirements for the construction such as flood zone requirements, etc. 1 i 1"A'/o o,,ll� s;It�'u - i i th, 4(_ 1' e _� , Attmi'L.-Gride Wvfls� 'TIP"L of 8 11-`ic,;o1 ��.11,11 ,-, n,-i'11 ,-h-fl,I 1 vi porin i fted �'.b-r r4:-le-,i�iiq, rc , ,�� -, - a I -�111 .-V I— �,"31� 1�l�JV,_�, ",,_41313 nis, ., 1) Iwlt_ k i D, �,� 6"o.c_R-111,0,��,Ai:y i�aiulation L� " 4 1, - � �, I M 111 11 I!f, ,11,�r Vv,fo�",�"a i 3 o, 1. _3 �� 41 F1.21nei I . I . 1I,u,,,Idirigs, F"ancissho,ill be-,p,reoi-A tu�c.,,ow-r the g�azed opening,s with �,aftachrncnt 1-1vurch"it"Ire C,ormr.ent,s�......._ _____________________ ___ �-�.�--,-,---,-�---�-,�----,------,-------,- --,-.,..- __.____..________ _ __........�__._______ I LI t�',��tej S .- g i ,il�2:�A,I,��.�lFrari�ie� ,!(�;!'OC.,i�'(-"6.01.-:a%.'�'Y;Il�iIJ14'.�ii(,'t'I 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, pri,)vide,id. Attad-trnents silall ""'C desigirtied to rc,sist the i�,�,:o��z,��,jp����)nt-irii�,��,-� aonNl claddifl �_,l V), o 11 � � � It 1. . _-_� G,,wrlw.en,,,.;�---------_______.___,______-____,_,____ ,__ _� ---__- -__---- - - -_ _________ ,--.-----.---------------- such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, ,"iet,�!,12�-i�,,��;",?.�i,�,,��I in 4-�i.c�.',�,L�,f'd,if�,,c'���',k,,�'i'.��,,-i the--,�t)rOVIStN'U'5� of Secfic.ti's 16-K)LO1,,11,�5, Attachment in ac;ca,-dancc, e, ,"?,; � 'J'n � 'i.00ifj � _kejg111� J.)f_" ,_�_� 1 k Iml Mhrtdclmfs� codes, and requirements with such agencies prior toconstruction. �,-vith Ta4blr; I 609.1.�­f is-p-or1r.111itlied f"b"ll. builclint"'s with a Ill B. I �t (L I(I!,)5"'� I , , ') ' � - -_ U -i) - - 09, lc�,,35, %vfiere wirW s1peeds do �nctt enwced 130 alph, C-i VVil,clow 1:Wood F1 al rI,F.::Doubie "-!,mie i,tilh Low-t_ -fadm:0"' 1`11'.1'whidcnvs'Mithout tabe,kud U fadl)m describia,fi��aturf"i: IV as de`rve,d in 'Ya[Ac, J�604.5, hi6llluding pt,(xiuLl.ion gii.­eerfliouses as I a I . 15. Owner/ Contractor must verify all notations and construction specifications and ensure that all construction meets or 2, Bl.iildin,,gs, inC;-I L t V,t_i���)V'y H 9PInrm,s,-,----,- I i-atne T�i pe,__-----�___-____--,Therri a!L I i, a 0-- -- Yes,- _,___'1 i I � exceeds the Building Code of New York State, and the American Forest and Paper Association(AF & PA) Wood Frame fj­f,lj- ' � ; (,(,.�t'rif-f-"!�i�!�i���,.-.------,---�-----------I---------�---�'-----'--L".,.,..-------,-.----,-----------�-- ____-­­­.-- -­­­---l-'------""�----'--"-�----'-' _­ , I.' t.eflll i,n 5St4.-,,c6on 1608." 3,, f- 'Afindo,*,',.':I.Nood Frpmr�:Douhle Pane LAM 1,m,-,-F,Ll-facto,:0 32� . , _� _1 Construction Manual (VvTCM) for One & Two Family Dwellings, 2003 SBC High Wind Edition. �. 3"J''DIE�01IR"-ff". DE�BF�fls �-,,F,101...E'l-`I 0 l"I f"01 i,m111C,-lv.---.*14hout 1"A"leled��,14.-,intorl;.dasi-,I,�'te,,t,,lahirek;: . 1 1_� �'.�,�1. 11 .r 11, ,A,131A.�, )1(,oc, 1 ,I VVI - J ;._ I.,� ,A­I�v!es -__�'iamc TL Ile, 'TtIg�fr�8�8:j�-"E"�?" �lrtl,; � 1v _____________ ____ � ,� � I -__ -__-- , - � - - �,".r ." i , ­. V,Jlli4lol�,EN111,41`13'I S(>IIECOLILIE F0R',.A,,1CK)D S7 F�kJ'G11ARIAOL PANEl , _S­,J,t�.,C (11�orflmf.lni_,� ,,,-,,,--�,��-1.1�.----��-.------------�------.-----�-�--� ­­ - r -_-_______ -_ ­� ­--­­_-,---�-�,�l----------.--�--�,�-.-�- 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, (I I I'Vlndouy 31:Vft,d Fm,�-ni��Doobfle!Parle With L(Ael-F,U-facto,�0,32;1 1. I such as Suffolk County Department of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all F------____- __­_ '-- - __-- -__- _____ - ---­­ _____-- __ -,­_­ _­_- *--- ­ -, F'orvvindow.,;wdhoo ill hbetled U-Licloi-S2 dj��CnbE!hlalurv,s: �T, L, P 4,Pafles- __f-rarfle. 1'�Irie________________rl�erma�f1rP'a"<'-L ­ '1""_`� --I--'--� ��l ; FASTE,1'14ER, !SPALt�Rj�"(�811�1'e'��') Conditions, codes, and requirements with such agencies prior to construction. �­__ __-___-1__,__________­ -___- ­ ­-­­____­­_­­­_.­ __-__F___1'_____-_________-,-___-- , ,,-,,�ii-.,),ri��riL,,,,�!--,-,------,----,----.--.,.--.---------------..----� -------�- ___________________ -�---.�--.,-- ..-,�-,,--.�,-------,-,,---,---,-�-�-------_ ' Fi"STENER Pania� "feet<: ! 4 feeyk< 1 6 feet < L - _____________ ___. _ - - _� ___ _ � ------ -------- _�__ __,____ 1!C__- � I , � I't"PE .L 1:riip PWK111 :.Pane� I Panel -­­ _­_­­___,_______ � � _____ - - . _­_­­___­_ 1-11 -------------.-'-,-------11-.------r-------------, t)"loom � 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. ! 1'�,,� S I " ell I I _,�: ,Jpp�,o I i�jp��l,�J � ` 1 nor'I�GI;L�_iss,U-,'actco:WTA'1� .-.--____ ___A� ­_Ie�4 'I 1 span Li -) - _­__-- - _ ; - -11-_­­ __ --� �-I I-`I 1 - I � C�QMIPOJ`V[S:_-_-__-_1________-__--------�-­­- -------1--_------- -_ - __ ­ "-­ ----__­­_-_-,_____1___-__.____._._._ J:< . i-< . � ........ _.4 IK, q ..,__5 feta# �1<8 feet' - Skilid -1 I - _._­­­­­-'­ - l'-��'-""�"I'�-------�-�,---�'�-��- ­­ --- 1) I � __ _ ___.___F0____1_____________, ---1,,,, I 12 y [I � o""r"?:, :U13dq�'').4N - i �i � ( 1 21fz�k,i­vv­_�)b I 6 ___- --I-�,,,� 'i oi,-__ � ­ 1-1..­_I i---------------- C:ornm:��111,,,,,:_--------,-,---.---,--,,--,-,,------,----- �--�.-�.-"�l.r---------'------'- ­ ­ � "­_ --,---------,--_______._----- ---_�__ � 'i� - __ _t_______ _­_+_____ ­___---­i � _�C,,:�YiLll_�......�-, ____,_._L___--______- I—­_­­ - -4,----�--r-- -1 --L1-----------­----- Ol V)iood 1 16 1 k'11,12" I-46 i 16 L_1-2,-._-_- -, ___ _-10.1 -, . ­1.1-1 ___-________7�______---___---__-.-,J - Flaar,s: 'e,q-, -Vil-y j�ljj Ll'_&C,_'I 1 - __ 'i' G, � GENERAL NOTES: L�t�cremws� ___­ I------------- . I . ,` 0 a . . ., I . �____­-­-­­­­­ ­ ­------,.____,__,,J-___-_- ----_---�-_,-�"-,----�.--�--,]--,.rr� _­___­_ r� i io,,ir �:�,,�l,-,,��l(�,�id.3,�)i:l,�iil.'�'U'�,s(),,-(Unclondlti(:qrie(�S,,aC � -j �,�1,11TIFrit-,f)�,r"-.--------�----.-.-,.--,�--. ______.__________________,___ _ . __ ___ _----------___.____.__-,. �. ___..____.________- � � 9i) � a �. �nel,,3i)ace, 5-30.0 ca,.J�I.y instflai;on 1: ; J xx 2:Af,l-i�'�c,,,��jd,),,,�-�z�ll'�'n,�s,�3.,O�,,,�,r Ufil' lid ho� I I� I Fla)r _5 1', I inch =-25.4 nim, I f'bot -, 341.8 yjarn, I powrtil = 01.454 kg ,�L3 . ­­­ ­­­__-- ___.____________---- -,.,- . CARPENTRY: I nifle per hour- 0.44mit's., ., 1",�Olnnlulh,:-,.----,---,-----------.-.------------,.,-.-,---_ -,.--_---------­-- __. Provide double joists under all partition walls unless otherwise noted. ", 3 �, a. III his,tal.A,e is lhas&(A on a tnaxhnum i,,1vi-ae,-J sf-'Peed (A-SCCORld,SOUSI) of 1 30I A&Leahawl , Provide typical energy comers + interior/partitions. Traph arid rnean rv�o,fr`height of 33 ti-�.�,et or lcss,� L-� Joints,penettwi0ii&.alid 4FA UV16't SLICI I t�Pt�Rdfl,gS IP Pie building envd,�pk,flh�]ii 21'i�-e uiircc;�'.?F,ofall ieJ1K,nqIe alwst hp��eakld, - 1.11 I I 1. Fireplace - provide support for hearth as required. EA. FlIsterx'n,,s shali be instafledat opposvin" ends of th,ct wiI stri,ii.ctural KGFINAZ RESIDENCE R;,ge 2 of,4 !:` Sill plates are to be 2" x 6" treated 40 year ACQ with sill sealer. pan.f.l., [,- Reoos,sad�igfif,��lnust bt-1 I)T�J%IC raipd,oi�2)bls�,atled Jfi,lida an iappf['�P6E-wc,iwii'T-�_1W awie�,I)N-'.NAItt a 0.t`,,-_.rIear,41w,front I I -,. .Uf�,,,(.0, -,_j �,� combustible rnw,eha4,1.if non-IC rated,the fixhivo rituM be instniled';,dh a,._.�,1�jear,]�.Ce ff*am,�nsubqor, I � '. " i,'I(� � ,yr� "!'I�Iaj `4 �I c� !,�,,��t,�.i:t,,�: ,�,,c,,�-�,,ljv�i ,tice��,,,�,ttactiedto,]riD,�,I,s�)l�-�r-�,f�)rf-'ri�IS(��'lI � Provide sill sealer - below termite shield. " ,),,'JS$, . , ,.Aan IM, 'I ibwafion �wi DC 41-IttFIChCd ULTAiZilig,v' _Tes�s �.��lai,��ichor,,, Ii�,ikviflrra"-fiit,i.i�i-rii�Ltl,o 1 211 x 6" - 16" oc exterior walls - unless noted otherwise. -vv1,thd.ra,v,,a1 capac,ity of 4910 pounds,, V,P,ipar Retarder: �F ,, arid t:�)urs., 211 x 41' - 16" oc interior walls - unless noted otherwise. 0 Requirrd��n the warmi-in winter,,Jdo of ali mm-vE:nli��d ft,-illll��d CAkI P,1%�_,fls All wall studs are to be #2 or better Douglas Fir-Larch, Vatorials Iftnfificatiorl- r , All other framing members are to be #2 or better Douglas Fir-Larch or otherwise noted. E-J" (���ltvj,-i�if.%�,ir�(JE41u",PrTkentfnkjsif,�6�:nst�ille,jiyi�at�c-,)P-di�,�icH�j,iithilieii-�an�ifa,,'-',Li�-,3."-,��i,-�tJI44�l(�f�n!ils��gljc;RiG�ris. VERIFY SPANS OF STRUCTURAL PANELS GREATER THAN 30" WITHI APA RATINGS. t,� Niat,��(iats a5v�equipnlcn�must be idonlifief.1 so,haf cor',P�Iarwe can 4..M.-ninecr F ,-,tu� r rnanUcIiS fiffl Al inStifled I,Aeavrig and coolinc equipmem and twnlico .,aier,heiting equit)rriet-A ftriusl be pr-,,Aed. Provide solid blocking beneath all bearin,g points. E CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. J Nlanufa _e -1 1-1 Insta!"Mion R-valBe,s%id giezing U-factai's rous,tit',CV-4171y rrlark'_4 1,'AP the,bujithng p Ins(of S Decifica,6-m-e Provide structural metal connectors as required in all conditions as per state and local codes. PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE , � OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION Clue,insukatiow Openings to have (2) 2 x 1 0 headers - unless otherwise noted. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ,-- - -pa.:,e��;aivst be in sulaticid in,F'5-�0,itt;L;out!Ac!xhL b�Adirt,�nii istit The it is ulate d 1cl R-6.5. Lag bolt all steel columns to girders in cellars, crawl spaces and basements. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. �,.jl Dud.s in uncondItioneds � 3/4" cdx subfloor. -- NiM C I aristruc,Snn: � ld�,q;w PeAl. )�astitics 'aflho_�ivesl, i JI A3 joinos.5earrif:,and uannoctions fnust be swlcureiy fastpnedt,'lith V,e I �I 11 3/4" cdx roof sheathing. (5 ply) 'This APA hurricsne shutter design �S based on preSSUre.,s I ill�l�-,t���--P!%,�',,-4'��Tl�)e(id(�d-(Ltbfic,or larics.Tape,,�anfj masflc�musI be ialed!_1L 1�'.11, of UVL!SIB, Exc�iotiorir C')�itiritioti�,,,Iy,,,jeid,�-(A,md lu�,Ainp-type lomigitudinal Joints ai,.d saaiT6 or (lu."Itli,aperating al less thari 2 i�'i.,jv,g�(�00 is L Pa). — i-1 3/4 cdx exterior wall sheathing associatedwith, a design wind speed af 120 rnph. BUfld�vlg 00deS are currently being reviewed for pcissible changes. �-1 t he ill, C�;systami mis.1 Prcovide*1 means for,�Iyaiaizdiig air andvivate-,sysleir-1, -, Provide fire blocking in all walls and floors as required by state and local codes. Before constructinc, shutters, therefore, it is important R I) I- A. lllift__'�� 1J Yerhipc,rahjru(.>)uitrals� . __ check with your li,,)ca� twlIcling departmi,intfor an upciate on J! Th -h sepHn-te NVAC systein.A fnani 'aivl�tc)pat tia!i, rastdcx,)f ,�,h,ft c4f"Iie . L errnos-,`A��are rf,�qujred foc eat, . JA OT aLl',0111',-Ak MQ Y 1 HIH15 , CONCRETE: cuirrent code requirements. cn Tioor!�.hafl be pruodi,J. _11 heal,ing�...Jlrl�)J�,f,00lirj.',�,t iril",ijt tC,C�,,Gh ZC[:"e , . . Contractor is to verify soil load bearing capacity prior to construction. _,_..__.______,._.__.,-._i_.. ­._­_.____ ,��ervlce-UWak.eir Iileath,ig: I L d6mm. .,mm- �� I I Strength of walls = 3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. 'T,AL3L.E I Maximum Span without Stiffeners it 1.31�1,_,�!' fha V,,k,f'�Iatf,!!'h'��S�itl jiltEip',11 I i � - ____ . __ --.-,--- _..___._._.____ ij Waf.Lr he�itarswith v-Aira�pipe 1'411101�7,musi havc F,hni��Ir�p on ooth ithe nlet a-'Id, �,_Ifle .11 i A All footings, foundations, etc. shall rest on undisturbed soil. Approximate heal trap�)r is part of a urcuialing s�y;st*r. ST END DESIGN ASSOCIATES, LLc APA Approximate maximum Deflection (In.) sit LjiI hisulata 6mud3finq hof w--iter 1-Ape's W Ole ievalF,in Table,1. Box 1675 Footings shall be 36" below finished grade - minimum. Panel '&eight Shutter 120 mph Design Circulating Hml APPRI.I,tiir 8ysterns: 5130 Main Boylview Road . All footings, foundations shall be formed. Span (Ilb�lft.2) Span �Vind Speed LI InFulato citculaiing hot vmtq�ff pjpe.�-,to 1he IF,1,,,,,r-,!s in Table, 1. Southold, NewYork 11971 Provide reinforcing buttress' on any wall over 20' long, T-O" below final grade. Rating . ­ . at 1 5-ft. Height - FivAnirroling Pools: phone: (631)765-1862 ­__ ' , . (T-O" x 8" with 3- #5 rebar on 16" x 8" concrete footing) -73 T-7 1.5 3473 0.5 '_ 'A he ,nif)w cv�_f 20%of�N,hi�,atOqenoagy h�lr)rn fax(631)765-6820 � __.-- -- ji N ,ated mvintining pozils must haye an wfOfl hruakv swi�rh,�Ifxt 5agme a co,'�13 � , E-Mail: CArm8888@aol.com Foundation Waterproofing and Damp proofing -as per section R4,06 of the State Building Code. 1 40120 T___Ml _-_0_15,______ non-lif"WO able sources-pc-4A punrip's,r-_,qure a tme"Acic". — _________ ----.--.----.- ,111124 2A : 41's 0.9 Relifiru ond C410fing, Pipjog Insulativin: SHEET NAME: ---.------.--.-.--.---- .._.___..-_____-___i 118 oc 3.6 72 15 f_] Hi,?,,��C,pi,Anq convey;nq fluif15 alxjve IiI5 d,��Jrf,x�!s F�,,t,�,!�Hed fluk's b0ow 55 dr��,, ,�es IF must be inqdiate-d'k)hu flDl,,,,,Is in-fal',la ELECTRICAL: L___._____._____ ---,-.—..j I 2 Keep boxes 5" minimum from edge of box to rough opening. ,--..--..--.------.—.--..-----.- Electric construction is to conform to the National Electric Code, New York State Building Code, and LIPA. TABLE: 2 Estimated Deflection at 120 mph Design Win(] GENERAL NOTES Provide smoke detectors as per state and local codes. Speed - at 'I 5-ft. Height for, Shutters with 2 x 4.s at 'l 6 inches o.c. .___ ­____ _.__..._.______..____ APA Panel Approx. Shutter Span (in.) ENERGY PLUMBING: Span Weight —,-, ___.___ Supply pipes in walls (for toilets) at 3" from plywood. Rating (1b.1fti2) 24 36 44.1 60 72 84 96 CALCULATION Plumbing is to conform to the county and local health department requirements and New York State Code. - I __ _.—_____ - 32/1 lb 23 0.2 02 03 0.4 0.5 0.8 - All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. .-.-- --.--—___—..______ 40/20 ,,, 2 0.2 0.4 0.7 1.1 _9 0.11 J I .__..__­._i.---.---.______­ -!--._...".—__ 48/24 2.9 - - 0.1 1 0.2 1 0.3 0.6 1.0, —.--..--.--.---_-..--___ _____ 48 oc 4.6 - - 0.11 01 0_13 0,5 O's .-.--.--___.____­_._I—---.--­.- _­ __L1,_,___,.1-1 . �-.--�.-.,..-�-��-,----�,-,-,�--.----.---.-.----.---�-,.--.--.-.----�-.-..-�-��---...---.,.I � I I I I . FigUre 12-97 -, - -I- -_----I"' I - -[­ KOFINAS RE:311.11HNGE Pape',or 4 : _PCiI1T)_,_V1l1� i ,_ " � Piyo,;ood",_,,,nvt,ter` - T,`____ I .�, ,I,,"F � I;t', � ,ho� I i ,,r� ln,,talfud p attcac-,mieilt Dri either wooc�- i Con-Lindr,Ul. � I !Vla,sorr� � I franie or masoinr�!walls. I 2N-1`TJrrI tor ! i I I I , I �( �! b1i'Exrpaw�r_n i � I - sp'L,J I I U i i I �(_,Jt"It ,4,o� 1 ­ T-/ I ", i I � I Mirmlit.1111 � � \ ,, ,\ r I/ I � I : 'I ! \ = , J i , . . . �," I I-�_ "I'".I � ENGINEER- L: - ' � - �tf , � , , I - S"'tev%, �J -.,,q - - I \ �l � � -X".� �' , -1 i _"� I , ,- I Z013"(D.c � i I/ " �/ . r e � , i 1, , " ! [Virim,till ,:!� - J I] -.---- 11-_1�11 . , S I J "- ) � ", � L - I 1 1[ftl...f1i i I --I.- ___ I -I--- \111 � 1 _7_� 1 1 __I I "..' .-I ..- 4 1 1-__:7>-:-__, " A i I 1 .ilT ,I , I I _>­_-, I" 1. - I l " � " ; , - - ", l -___ , .1 cc 11i i ____ _Z�1­1> -.1--- - .1 ____ JAMES DEERKOSKI, P I !"....1�. � � I 11 � ,�� !I -�7 1 _"- 1�;/321' 1 1 ! -,, , - � 14i 1 - ,- illy*ooa t-F- -, ­ Professional Engineer 1� .. � " )z u I) ! � i'�...�rl r� i . ; L I : MWIMU11 !� y v"o-D I \ I I I I � vvirldcv,__ , -,i" i, . 1\41r,11mvil , X. NOTE Ci as$ _1 , I I - i 260 Deer Drive . � : I r- 1, ! ! � T 11 I, Efigillecred Wood i : : � -�.L �', I Mattituck, NY 11952 . n. - r,_.,t ___�-_J�=­,�`,� _111---I--____.___­_____ .____,_,. % I I � I � 8 ,� 1`1 k , I , si oc,i�itiori ,tonnierl, ) ) - .� the � 631-298-71 1 6 ArineriCall Ply'NoOdAssociation) -'-7-,I-,.-- - �_, -1 0 nta! _-1­--�----------­--- - Hioi,zlcm ill I - I 10I Z I � � - 1 , F T_,:�I_r - a I,:\1_01_11 has pi-epared live Wchijres that I and t � 4 I I: V', M�ld,�,,VV._�__. � I � 11111X� . ..0lual -r � !,m-_,,sPw hUrricane ShLIttei' i 2 xd' G I a s S I � 1 S��f enc I s �i I - 111111111111111111111111 I I Ij i r I i Stitfeners Wndow­, i I OWNERSHIP AND USE OF DRAWINGS: design�, for wood-fraiTie 'and Ohrlduv,- , 1 1 _raLj k - � I . Sil! , -1� I I ,sill \ [" . � .1 i � 1 - ____L�__ _ - ___ __ ..-� __L . , / ,� 1111 a S 0 n I'y b u i I�]i III g,-� �Fhe �-�_��-_�,'.� i : —�, ---:-�,­_ , , I � -, I 1 -! ----. __" " I ;, i il[od-ii.1res are available ori-line d'.!'----.----7— .,I I __ ---___._—.1ii2"__­ �� i These drawings and specifications including the I­-, .. ____;, i " � I'lawil ry, i ideas, design and arrangements represented , -1- <1 ,,,, ,� 1 ,,,r � I I - I I -� 11 I _- - at the Enogineered WootJ __� ,'A�- � .-,--�_-,,!�r,�,,, I---.�i ,! � � ��­,�-__�: I \, P �11 I therein, are the property of East End Design Association wel)�ite at hap:// � , I L 2- i viWvV., pawoodmg/ � � �___N__ I '�f-11__- ; Associates, LLC. No part thereof shall be copied, 3 i, 1- i disclosed to others or used in connection with � ----.---.—, I ccilitir"',�)F, ! I i � , � I I i 1 - �, I i ;1 x� Ti�i� I any work or project other than for which they � : t-')r F�P�16,icl have been prepared without written consent of i h .1 - _______11',________.­_.__ � East End Design Associates, LLC. I � VV_oo__d_1'1E11;_t__tA_d__�_Vat I Masonry Wail I I-------�----.----------..�--------.--�--��----.--,-----------.----,----..-----.--�I I FEDERAL EMERGENCY NIANAGEMENT ACENG� PROJECT NO: SHEET INDEX: . =., ------------"----,,--------"--,-------"-"-,-- -,--,----------,----------,--------,--,-"--- , - 886-2005 DRAWN BY: CMA . SCALE: G1 01 -i 1/4!' = 1'-011 q I I - ,I DATE: 110, ", I,! � 1�" �I 11 'i 11111�11 r� ­ , I __ - I i-i____ __- C , A I I � 11 -,-I L_�.� __ I - ��_ I -11 . 01-25-06 . I __ I . � I I PROJECT TITLE & LOCATION: KOFINAS Table 3.21 To Plate Splice Requirements for Wind - Exposure B & C RESIDENCE wells that serve;such openings, provided the minimum net clear opening size compiles with P p � p Table 3.22D Header Spans for Exterior Loadbearing Walls Tread depth at any walking line, measured a consistent distance, from a side of the stairway, One-Story Slab-on-Grade Sections R310.1.1 to R310.1.3, and such devices shall be releasable or removable from the (Supporting a Roof,Ceiling,and Two Center Bearing Floors) SECTION R3Q3 shall be uniform as specified in Se�-tion LIGHT, VENTILATION AND HEATING inside without tike use ofa key, tool or force greater than that which is required for normal 8uildingt7mrnstentft.) hrsnsmumSpl,ceLen4t ,,ltl: •� _ 552 EAST ROAD R303.1 habitable rooms. All habitable rooms shall be proNidL d with aggrcgaie glazing area of not less than 8 percent g 16 3 o the floor area of such rooms. Naturist ventilation shall be through windo>,5 s. d(x)rs, louvers or other approved operation of the escape and rescue opening.in 11314.7 Illumination. All stairs shall be provided with illumination in accordance with Set tiotn lG a C UTC H OG U E Dead Load Assumptions: Rocf/Ceiling Asst-nbly DL-20 psf openings to the outdoor air. Such openings shall be provided with read} access or shall otherwise be readily p P g 20 s 8303.4. 24 6 Roof Live Load t�, anis. The minimum o noble arca to the outdoors shall be 4 percent of the floor area Ground Snow Luad TOWN Y N O F O U THL as 2G psf 3G psf 50 psf 70 p,f controllable by the building Occup pe � LONG ISLAND NEW YORK being ventilated. R314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under, stair 36 e Suitding Width(ft.) Exceptions: 1. The glazed areas nccxl not he operable where the opening is not required by Section 11'11 0 and an approved SECTION 8311 EXITS surface and any soffits protected an the enclosed side with 1/2-inch (12.7 mm) g-vpsulm board. +o !t 12 '-4 '6 12 24 -;6 t 2 z4 36 12 2a ;6 mechanical ventilation system is provided capable of producing 0.35 air change per hour in the room or a - R314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part ofthe so 1� 'Maximum Hcadceuirder Spans fn-Common Lumber Spec:es '3 60 16 whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air of I5 cubic feet per 8311.1 Exit door required. Not less than Ont:exit dicot conforming to this chapter shall be pravided oo lq Readers Supportinb Size Z SCTM # 1000-1 10-07-18.2 (ft,-in., (ft:;n.) (ft.-in.1 (ft.-in (ft.-L'l.} (f»-in.1 (ft.-in.' (ft.-in.) (f:-in.) (ft.-in.) (�-ir) (ft.-ia.; minute(cfin) (7.08 Us)per occupant computed cm the basis of two occ•upanfs for the first bedroom and one occupant from each dwellling unit. The required exit door shall provide for direct access from the rewired building egress and providing access frtnrl the outside grade level to the bastiement �_ Raaf,t'.citir-£,end 2.2x4 3 .2 2-6 2 1 ?_G 2-4 2-i� 2-9 2-2 ] - IO Z-? 2- 0 ] -S WORKNOTES: Tabulated snl;cc lengths assume top plate-to-top prate cvifm:ior.using 2-16d 1 wo Cether Bearing ` for each additional bedroom. shall be exempt from the requirements of Sections R31 R314 and R315 when the rmaximum rw-`g font. For aborter splice tee spacing shall lm reduced in 2-2x6 4-8 3-8 3- 1 4-5 3-5 - 11 4.0 3-2 -) 9 9 11 ..-6 (Notes shall be considered typical for items identified and habitable portiasns of the dwelling to the exterior without requiring travel through a garage. P eq 2. The glazed areas need not be provided in rooms where F,xception 1 above is Satisfied and artificial light is order 4e�•1 order m vide an Fioo:s producing an average illumination 6 footcandles b.46 lux)over the area ofthe rcxxrr a1 a height height from the basement finished floor level to de adjacent to the stairway is cowered b l'ro qhs assut numberof nails. 2-2x8 5 • i l 4-? 3- I I 5 -7 4-4 3-8 5 - l 4- l ;.5 4-9 3- 9 ; _2 shall apply to oil same and similar conditions or provided capable c f pre xl g rag f ( R311.2 Type of lock or ketch. All egress doors shall be readily operable from the side from which J } y , Tahulatcd splice lengths assume a building foot located in 1::pFor o B. 2-2x10 7-2 5-7 locutions; all locations may not be noted.) 4.3 6- 10 5-4 4-F 6-3 a- 11 4-3 S-9 d-6 3- i0 Tahuletcd splice I.-ngtht uc tuseC co 8 foot wall Ixights_For otter.Rall heiFhu, of 30 inches(762 mm)above the floor level. a bulkhead enclosure with ping dors. H,the tabulated unit Lateral toads steal1 be multiplied by HK. 2-2x12 8-4 6-6 5-6 7- I1 6-2 5-3 7-3 5-9 4-11 6-8 5- 3 4-6 egress is to be(made without the use of a key or special knowledge t0�'effort. rg,plates d,a„ba.nva:mum of recd�m,t«;.t. 3-2x8 7-5 s•9 4- 10 7-Q 5.5 4.7 6.5 5- 1 4-4 5. 11 4- 4 4-0 8303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall R311.3 Type and size.Tlhe required exit door shall be a sidehinged door not less than 3 feet be considered as a portion of an adjoining room when at least one-half of the area of the common wail is open and SECTION 8315 HANDRAILS Top Plate Splice Requirements for Wind - Exposure B & C - All tither Cases -2x10 9-0 ?-n 6-0 8-6 6-8 5 -R 7. 10 6-2 5-3 7-2 S- R 4- 10 unobscructc-td and provides an opening of not less than one-tenth of the floor area of the interior room but not less than (914 mm) in width and 6 feet, 8 inches (2032 mm) in height. Ocher exterior hinged or sliding - _- - _--- - .- x12 10-5 8-2 6- ll 9- 11 ?-9 6-G 9- 1 ?-2 6- 1 8-4 6- 7 0 ? R315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more 4-2x8 9-6 6-8 5-8 8- 1 6- 3 5-4 7-5 5 - tG 5 -0 6- 10 5 .4 a•7 25 square feet (2.32 m2). P y Build ng Dimension(11) Mtn m un S lice Letttgff:;R)''r 8303.3 Bathrooms. Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate doors shall not lbe required to comply with these minimum dimensions. risers. Handrail height,measured above stair tread nosings, shall be not less than 344 inches a-2xlo to-'s 8- t 6- 0 9- to •;-a 6-6 9-n 7-2 6. 1 8-4 �_ 7 5_ (864rom)and not more than 38 inches(965mm). All required handrails shall be com inuous 16 s 4-2x12 12- I 9-5 8_0 I,. -5 8 - 1 I 7-? to- s 9 -3 ?-1 9-8 7-7 6-6 glazing area in windows of not less than 3 square feet (0.279 m2),one-half of which must be openable. the full length of the stairs from a point directly above the top riser of a flight to a paint 20 Maximum Hcader.�Girder Spa.,.s Cur Glued r nm:nated Beamsz,r R311.4 Hallways. The Iminiminn width of a hallway shall be not less than 3 feet (914 mm). directly above the lowest riser of the flight. Ends shall be returned or shall terminate, in newel 24 ` Size (ft.-in.) (ft-in.} (ft-in.) (ft.-in.) (ft.-in.) (ft.-in.) ;ft.-in.) (A:in) (ft. in.) (ft-in.) (ft-in.) (f..-in.) Exception: The glazed areas shall not be required where artificial tight and a mechanical ventilation system 28 s are provided. The minimttni ventilation rates shall be 50 din (23.6 Lis} for intermittent ventilation or 20 cfm posts or safety terminals. Handrails adjacent to a wall shall have a space of nott less 32 6 8311.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively than 1-1/2 inches (38 mm)between the wall and the handrail. 3a 3X5.500 6-4 4-3 3 3 6-2 a.2 3-3 5-4 -8 2- 11 4_s 3-3 2-7 (9.4 L/s) for continuous ventilation. Ventilation air from die space shall be exhausted directly to the 40 a 3x6.875 7- I 1 e-3 4- 1 -7.9 5 -2 a-0 6-8 4.7 3-8 5 - 10 4- 1 3.3 anchored to the,primary structure to resist both vertical and lateral forces. Such attachment 8316.2 Handrail grip size. All required handrails shall be of one of the following types or prcovide so 1D :,x8.250 9-6 6-4 4- 11 9.3 6-2 4- 10 R-0 5 -7 4-s 7- 1 4 - 11 3- 11 outside. shall not be accomplished by use of toenails or nails subject to withdrawal. 6' 'i 8303.4 Stainva 'illumination.,All interior and exterior stairways shall be provided v,ith a means to illuminate the stairs, equivalent graspability .. 70 la xI 1.625 11 - L 7 5 5 9 If'- 7-3 5-a 9-4 6-6 5-2 8.3 5-9 1 -7 incl udir) the landings and treads. interior stairways shall be provided with an artificial light source located in the Ro l6 3.x1 l.375 12-R 8-5 6-7 12-1 8-3 6- 5 10-8 7 -5 5- 11 9-5 6- 6 5-3 8 � Type I. Handrails with a circular cross section shall have an outside diameter of at least ' Fur interior stall's the artificial light sources shall tX capable of � Ta':u;ated splice lengths asaumc Op platoto•�o�elate wnnec:ioa razing 2-16d ?-5 t3 - t 1 9-4 3 12-0 R -4 6.5 l0-? 7-4 c - 1 I x12.175 la-4 9-6 ?_ immediate vicinity of each landing of the stair-way. >; I-1/4 inches 32 mm and not greater than _ inches 5 l mm If the handrail is Holl circular nails per foot For shmet splice lengths,the-.ail spicing shalt be:educed ir: 3x13 750 15 - 11 10-; illuminating treads and landings to levels not less than I 0 footcandles(1081x)measured at the center of treads and ( ) g ( ) order to provide an equivalent number of nails. 8-_ 15-5 12-4 8- i 13 •4 9 3 4 II -9 8- 2 G-� landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity ofthe top SECTION 8312 (LANDINGS ' Tabulated splice celmgthcambasiwnc sbnildinglocated wallh io.mForoB. 3x15.=25 r 11 -7 - 1 ❑ 11 -a 8 IU la-9 12-2 8- 1 12- 11 9-0 1-'1 it shall have a perimeter dimension of at least 4 inches(102 mm) and not greater tthan , landing of the Stairway. Exterior Slall'wS}'S provlding at:C:I:SS to a basement frt7nl the outside grade level 511311 be TnLvlated splice lengths arc(rased on 8:twt-wall he�,g.':ts.for other wal'.height, 3x16,500 ❑ 12.3 9- l U � �- 5 9_, n i.. 4 it - t a - l2 14• 1 9- 10 7- :u 6-114 inches (I 60 mm)with a maximum cross section dimension Of 2-1/4 inches ('57 mm). H,the tabulated=t latera]loads shall be muluplledbyH+8. 3x17,875 a 13-9 Ia-8 ❑ 13-5 10-6 u 12-0 9-7 15-3 1n- 7 f -6 provided with an artificial light source located in the immediate vicinity ofthe bottom landing of the stairway. R312.1 General. Landings for stairways shall comply with this section. To plata sha:i be a ud:dinurt of dud 6mde materiel. 3x 19,250 ❑ 14-9 11 -6 ❑ 14-6 11 -4 n' 12- 11 10-4 ❑ ]1 - 5 9-2 Exception: An artificial light source is not required at the top and bottom landing, provided an artificial Type 11. Handrails with a perimeter greater than 6-134 inches(160 nim) shall provide;a raPpl,e:spl;x:.«,s� o 3x20,6..5 15- 10 12-4 n 15-6 12-1 ❑ 13 - 10 11 -t ❑ 12- 3 9 10 light source is located directly over each stairway section. R312.LI Landings, for stairways. There shall be a floor or landing at the top and bottom of each graspable finger recess area on both sides of the profile. The finger recess shall begin 3x22.0oo n a 13 -2 ° ❑ l2- ll ❑ 1a- ID [I -9 ❑ 13 . 1 10 6 stairway.. within a distance 314 inch (19 mm) measured vertically from the tallest portion ofFthe 5x5.500 R- 1 6-5 a- :0 7- 11 6-9 4-9 7-0 5-7 4 .4 6-4 a- tf 3.9 R303.4.1 Light activation. The control for activation of the required interior stairway 1 ighting shall be Exce tiom: At the to of an interior flight of stairs provided a door does not swing over 5x6.8'5 lU- 1 8-0 6- 1 9- Il 7-9 G-0 8-9 6-ll 5-4 ?- 11 6 - 1 4-R accessible at the top and bottom of each stairway without traversing any steps. The illumination of exterior P p ' P b profile and achieve a depth of at least 5116 inch (8 mm)within 7/b inch below the widest 5x9.625 14.2 11 .3 8-6 13- 10 10- ii 8 -4 12-3 9 -9 1-6 11 - 1 9-6 6-7 the stairs. l Sz1LDD0 12- If. 9-9 15- 10 12-5 9-6 14-0 11 - 1 8-7 12-.4 9-8 7-6 stairways shall be controlled from inside the dwelling unit. portion of profile. This required depth shall continue for at least 373 inch (10 mim)to � � R312.L2 Landingss at doors. There shall be a floor or landing on each side of each exterior door. 5x:2.375 ° to-s t t o a 14-o tG•9 15-9 12 -6 9-8 14.4 lG- 1 t R- 6 Exception: Lights that are continuously illuminated or automatically controlled. a level that is not less than 1-3/4 triches(45 mm)below the tallest portion of the prrofile. 5xi5.125 ❑ r; 13-5 a C 13- 1 a 15 -3 11 - 10 a 13 -a 10- Exceptiom: Where a stairway of two or fewer risers is located on the exterior side of a The minimum width of the handrail above the recess shall be 1-114 inches(32 roml)to a ; 5x16.500 n = :4- ? u c 14-q ❑ _ '2- 11 n 14-6 1: . ? door, other than the required exit door, a landing isnot required for the Moa-imam allowable header' rde:s gi paw e.�oeeds 16 Feet,sp in5 ire tur:ted to 16 feet. 11303.5 Required glazed openings. Kcquirc d glazed openings shall open directly onto a street or public alley, or a yard exterior side ofthe door. The floor or landing at a char shall not be more maximum of 2-314 inches(70 mm). Edges shall have a minimum radius of 0.01 inich I ' Tabulated spans are based vn fi 2 Gradc Hem-Fir,and are applicable to species with equel or greater Ft,and E fi-um the Supplement(i.c., Douglas Fir-Larch,Southern Pine,or Sp-we-Pine-Fir). For#3 Grade lumber,spans,hall be.multiplied by 0.75. or court located on the same lot a5 the building. (0.25 mm). Ta'trulated spans assume 24F comb ina.iun glulam. than I-l/2 inches(38 mm} lower than the top of the threshold. r Th=number of jack studs rcquitetl at each end of lire header s':all be determined from Tabic 3.22F. R303.5.1 Roofed porches. Required glazed openings may face into a roofed porch where the porch abuts a street,yard Exceptie)n: Provided that the exterior doorway is not for the exit door required by or court and the longer side of the porch is at least 65 percent open and unobstructed and the ceiling height is not less Section 8311,the step between the landing at an exterior doorway and the SECTION R316 GUARDS than 7 feet(2134 mm). top ofthe threshold shall have a rise not greater than permitted in Section 11303.b Required heating. the winter design temperature in Table 11301.2(1)is below 60°F (lb°e), 8314.2. The door„ other than an exterior storm or screen door shall not swing over the landing. 8316.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 imches Table 3.22E Header Spans for Exterior Loadbearing Walls q g a per (762 rom)above the Hoar or grade below shall have guards not less than 36 inches(914 nin-n) AMERICAN FOREST&PAPER ASSOCIATION (Supporting a Roof,Ceiling,and Two Clear Span Floors) every dwelling unit shall be provided with heating facilities capable of maintaining a minimutn roam 8312.2 Size. The width of each landing shall not be less than the stairway or door served. Every in Height. Open sides of stairs with a total rise of more than 30 inches (762 rom) above the -- _ _- temperature of 68°F (200e)at a point 3 feet (914 mm) above die floor and 2 feet (610 mm) from exterior landing shiall have a minimum dimension 086 inches(914 mm)measured in the direction walls in all habitable rooms at the design temperature. of travel. floor or grade below shall have guards not less than 34 inches(864 mm) in height tmeasured Table 3.22A Header Spans for Exterior Loadbearing Walls Dead Load Assutuplioos: Roo£+Ceiling AsserriDly DL=20 psf vertically from the nosing of the treads. SECTION 8313 RAMPS (Supporting a Roof and Ceiling) K°ofLivel"'a� Gtvund Snow Load SECTION 8304 MiNiMUM ROOM AREAS 8316.2 Guard opening limitations. Required guards on open sides of stairways,raiised 20 psf 30 psf 5o psf 7o psf } least one habitable room that shall have not less 8313.1 h,aximuml slope. Ramps shall have a maximum slope of one unit vertical in eight units floor areas, balconies and porches shall have intermediate rails or arnanitental Rtl(ding Width(ft.) Dead Load Assumptions: Roof/Ceiling Asseu�rly UL=2U psf ]2 24 36 ]2 24 36 ]2 24 36 ]2 24 36 R304.1 Minimum area. Every dwelling tinit shall have at than 1211 square feet(11.2 tn2)of gross cruor arca. Horizontal) (12.5-percent slope). closures that da not allow passage of a sphere 4 inches(I 02 mm)or more¢in R.,uf Live Load Ground Snow•Load Maximum HeadevGirder SPan?for Common Lumber Species'.' 8304.2 Other rooms. Other habitable rooms shall have a floor area of not less than 70 square feet(6.5 m2). 8313.2 Handrails required. Handrails shall be provided on at least one side of all ramps diameter. 20 psf 30 psf 50 psf 70 psf Headers Supporting size (t3,-in.) (ft.-in.) (ft.-in.) (fL-in.) (rT-ir) (ft.-ir_.) (ft.-in.) (ft.-in.} (fL-tis.) exceedin}g a slope ofone unit vertical in 12 units horizontal (8.33-percent slope). Handrail Exception: The triangular openings formed by the riser, tread and bottom rail of a guaird at the Building wid h(n.) Roof,Ceiling,and 2.2x'+ 2-B 2-0 1 -7 2-6 1 -11 :•, 2-6 1 - 10 1 -6 2-5 1 - 10 .-6 l2 2d 16 12 24 36 12 24 36 )2 24 ?b TwoClearS an open side of a stairway are permitted to be of such a size that a here b imcheS - P 2-2x6 3- 11 2-11 2-6 3-8 2- 10 2-4 3-7 2-9 2-4 3-7 2-R 2-3 height,measured above the finish surface of the ramp slope, shall be not less than 34 P y P Maximum Headcn'Girdcr Spans for Cornrnor.Lumber Species'} Floors 2-2xK d- ]] 3-9 3- 7 4-8 3-7 3-n d-? 3-6 2- 11 4-6 3- 5 2- 10 Exception: Every kitchen shall have not less than S(1 square fct(4.64 m2) of gross floor arty 152 mm cannot ass through. :leaders Suppo-ting Sire [ft:its.) (ft.-r::) (ll an j rl&-in.) (ft.-in.) (ft.-in.) (�-ire) (f-An.} {ft.-im) (ft:Ln) (tt.-rn.) J1-iu.) 2-2x1"0 6-0 4__1 0 ' , inches(8164 mm) and not more than 38 inches(965 mm). Handrails on ramps shall comply (. ) P g le ra�nis shall not he less Than 7 feet (2134 mr_1)in arty horizontal 3- 10 5-- a-L 3-S 5- , 4-3 3- , 5-6 a- 3-+0 8304.3 Minimum dimensions. Habitable with Secition 8315.2. Rn�f and C c;tin 2-2x12 -U 5-3 4 5 6-9 5-0 4-2 R 2-2x4 4-9 3-7 3-U 4-2 3-2 2-R 3-6 2-8 2-3 3- 1 2 2-U 6-6 4- 11 4-1 6-a d- 10 4-0 dimension. R313.3 Landing required. A minimum 3-foot-by-3-foot (914 mm by 914 mm)landing shall be 2 2x6 6-11 S•3 a-5 6- t 4-7 3-11 5-2 3- 11 3-4 4-6 3-6 2- 11 3-'-x5 6-2 a-8 3- 1 t s- l0 4-5 3-9 5-9 4-4 3-9 s-7 4-3 3- provided:: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF TI'HE BUILDING CODE 2-2x8 8-9 6-? 5-7 7-8 5-10 4- 11 6-6 5-0 4-2 5-9 4-5 3.8 3-2x12 7-7 5-R a-9 7-2 s-5 4.6 ?-0 5-4 4-5 6-10 5- 2 4-4 Exception: Kitchens. l. W tete top and bottom of ramps. OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME 2.2x:U 1G-8 8-1 6-9 9-4 7-2 6-0 7- 11 6- 1 5-1 7-0 5-4 3.2x12 9.9 5-7 5-6 6-a 6-3 s-3 6-2 6-2 s-2 6-6 6-o s- 1 CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC (HIGH WIND EDITION ?-2x.2 12-5 9-5 7- 10 10-10 8 3 7-0 9-2 7-0 5. 11 8-2 6-3 s_3 4-2xs 7-2 s-s 4-6 6-9 5-2 a-4 6-9 s-o 4-2 6-6 a- u a- 1 2. Where doors open onto ramps. R304.4 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet 3 Where Tamps change direction. -1-2x8 !1 -0 9-4 6- 11 9-7 7-4 6-2 8-2 6-3 5-3 ?-2 s-6 4.8 4-2x to 0- 6-7 6-IG 8-3 6-9 5.3 s-1 6-2 6-2 7- l 1 6-G s-0 4-2x12 lU- 1 7, -9 6-S 4-1 7.3 G- 1 9-5 ^- t 6-0 9-2 ', -0 S- h} 3-2x10 13-5 10-2 8-6 11 -9 8-11 7-6 9- 11 7-7 6-5 8-9 6-9 5-8 (I 524 mm) or a fibred 3-2x 12 15-7 11 -q 9- 10 13.7 IC-4 8-9 11 -6 8-10 7-5 1C-2 ?- ID b-7 blaminu n Header,'Girder Spans for Glued Laminated 13eamsa'r SECTION R314 STAIRWAYS 4-2xg 12-8 9 7 8-0 11 - 1 R-5 7-1 9-5 7-2 G-0 8-4 6-4 5--1 size (ft.-in.) (ft-im) (ft.-im.) (ft.-in.} {ft.-iu) {il.-in) (ft.-tis.) (ft-in-) (ft.-in.) (ft,-in.) (ft.-iu.) (ll.-ia) . ceiling measuring less than 7 feet 6 inches(2286 mm) from the finished floor to the finished ceiling shall ani required habitable area for that room, e• xe t as top vided R314.1 Width. Stairways shall not be less than 36 inches(914 mm) in clear width at all points 4-2x12 15-6 I t-B 9-9 13-6 lU-4 8-8 11 -6 s-9 7-s 10-2 7-9 a-ti • 3x5.500 4-9 3-1 2-!S 4-8 3- 1 2.5 4-6 3-0 2-4 4•4 2 - li 2-4 4-2x12 n i3-? 11 .4 15-R 12-0 10- 1 13-4 10.2 K-7 It 9-�� 7-7 - not be.considered as contributing to the minim q above the permitted handrail height and below the required headroom height. handrails R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed diraft openings ,t 3x6.975 5-i i 3- 10 -ll 5-l0 3-10 3-0 5-7 3-9 2- 11 5_1 3 -7 2- lc for in Section R305.1. Exception 3. (both vertical and horizontal) and to farm an effective fire barrier between stoDries, and Nlaxmtutn Headetxin•der S ars lbr Glued Laminated Rcam' 3x8.250 7-1 4-8 3_4 7-0 4-7 3 -8 6-9 4-5 3-6 6-6 4-4 1 -5 . shall not project more than 4.5 inches(1 I4 mm)on either side oflhe stairway and the minirrtiimi clear width ofthe stairway at and below the handrail height, including treads between a top story and the roof space. Fireblocking shall be provided in wooed-frame si" (ft.-in.) (ft.-in.) (ft.-in.) (fl.-in.) (ft.-in.) (ft.-ire.) (f:.-in.) (n.-in.) (n.-in.) (it.-ire) tft. ir, (ft-tis) 3x9.625 F-3 5-5 4 -.3 r-2 5-4 4 -3 7- 10 5.2 4- 1 7-7 5- 1 4 -0 SECTION R305 CEILING HEIGHT and landings, shall not be less than 31.5 inches(787 mm)where a handrail is installed construction in the following locations. 3211.000 9-6 6-2 4-"I 9-4 6-1 4-IU 9-0 5-11 4.8 8-8 5 -9 4-? an one side and 27 inches (698 mm)where handrails are provided on both sides. 3x5.500 8-a 6-11 5-9 7-5 6-3 5-0 6-3 5- 1 3- 11 s-7 a-2 3 -3 Shall have aceilinrhei = tofnotlessthan7feet6inches 3x68?5 10-5 8-8 7-2 9-3 7-10 6-3 7- 10 6-5 4-10 7-0 5.3 4- 1 3x12.3'5 1 -1 7-0 5-16 10-6 ?_8 5-5 10-1 6-R 5-4 9-9 6-6 5-'2 8305.1 Minimum Height. Habitable rooms � � 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceeiling and3x13.75o 11 -10 7-9 6- 1 I 1 -R 7-$ 6-i t 1 .3 7-5 s-1I t0- 12 7-3 5-9 (2286mMi and hallways, corridors, bathrooms, toilet roams, and laundry rooms shall have a ceiling height Except-ton: The width of spiral stairways shall be in accordance with Section 8314.5. Qom• levels. Concealed horizontal furred spaces shall also be fireblaeked at intervals not 3x8-250 12-6 10-41 8.7 t1-2 9-4 ?-G 9-5 5- 10 8-5 6-4 4- 10 3x15.125 13-0 8-6 6-9 12-]U 8-5 6-R 12-4 8-2 6-6 12-U 7- '.i 6-4 3x9.625 14-7 12- 1 10-0 13-0 10-11 8- 10 Il -0 9-0 6- 10 9- 10 7-4 5 -R of not less than 7 feet (2134 mm). 8314.2 Tread, and risers. The maximum riser height shall be$-1/4" inches(209 mm} and the 3x16.570 14-2 9-; I-4 14-0 9.2 7-3 13 -6 8-11 87-1 t3-0 8-8 6- l l g exceeding ]0 feet(3048 mm). Batts or blankets of mineral or glass fiber shall b�allowed as 3X1 l.000 ° 13- l0 11 -s 14-10 12-6 10-1 12-6 10-3 7.9 11-2 8.5 6-6 The required height shall be measured from the finish floor to the lowest projection from the ceiling. minimum tread depth shall be 9 inches 229 mm . The riser height shall be measured fireblocking walls constructed using parallel rows of studs or staggered studs. . 3x17,875 15-5 10-I 7-11 15-2 9-11 7-10 14-7 9-R 7-8 1.4-2 9-4 7-G 3x12.375 � 15-7 l2-ll ❑ 14-0 11-4 14-1 ll -6 R-9 12-7 9-6 7-4 3x19.250 ❑ 10- 10 li-'.7 +, 10-8 8-6 IS-9 10-5 8-3 15-3 t2-1 9-0 2. At all interconnections between concealed vertical and horizontal spaces such ass occur at 3X13.750 ❑ n 14-4 0 15-7 12-7 15-8 12. 10 9-9 14-U 10-6 8- : Exceptions: - 3x15,125 U a 15-9 ❑ � 13- 10 a 14 - 110-R 15-5 11 .7 8- :I 3x20.625 a 11 -7 9-:2 � 11-6 9-1 >, ll -2 8.10 a 10- l0 8-' soffits, drop ceilings and cove ceilings. 3. In concealed Spates between stair stringers at the top and bottom of the run. Enclosed 3xI6.500 a a a c u 15- 1 ❑ 15-4 1 t -8 6 12 7 9-9 3xZ2-.000 ❑ 12-5 9-rg ❑ 12-3 9-8 ❑ 11 - 10 9-5 ❑ I 1 -6 9-2 1. Beams and girders spaced not less than 4 feet (1219 nim)on center may project not more than b inches vertically between leading edges of the adjacent treads. The tread depth shall be spaces under stairs shall comply with Section R3 Z4.8. 3x 17.a-,i a a 0 c a a a C 12-9 13 -8 1n_7 5x5.500 6-; 4-7 3-w 6-6 4 4-6 3.5 6-4 4-4 3.4 6-2 4- 2 3-; 3x19.250 a a L ❑ ❑ ❑ n r 13-? ❑ 14-, 11 .4 5x6.875 8.3 5-8 4-+4 8-2 5-7 4-3 8-0 5-5 4-2 7-9 5- 3 4-0 (152 mm) below the required ceiling height. measured horizontally between the vertical planes of the foremost projection of 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist then free 5x9.625 11-7 8-Cl 6- l 11 -5 7-10 6-0 1 t-2 7-7 5-in 1n- l0 7-4 5-8 2. Space in basements. other than habitable space, may have a ceiling that projects to within 6 feet, 8 inches passage of flame and products of combustion. 3x2C.6.'5 ❑ a a U ❑ 14-? a 15 -s 1, -7 adjacent treads and at a right angle to the tread's leading edge. The walking surface 3x__.1,,tn a o o ❑ I a a rr 15-7 ❑ 0 12 -0 sr 11.noD 13-3 9- 1 G- t i 13-1 9-0 6- 10 12.9 s-s 6-7 12-s R- 5 6-s and beams, girders, 22 (2032 mm) of the finished floor; 5_ Far the fireblfxking of chimneys and fireplaces, see Section RI001.16. 5x12.375 1a- t t 10-3 7-9 14-9 111-1 ?-s la-a 9-9 ?_s 14-0 9- 5 ?.3 ducts in such space or other obstructions may project to within 6 feet, 4 inches(1931 mm) of the finished of treads and landings of a stairway shall be sloped no steeper than one unit vertical 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwellling unit 5x5.5uo 9- 10 s 2 1_3 8-l0 7-s 6--o 7_5 t-3 s-? 6 a 5.7 4- 10 floor. 3 Habitable space in basements may have a ceiling that projects to within 7 feet (2134 mm1 Of the 5x6.8 7 5 12-4 10-3 9-1 11-0 9-3 R-3 9-3 7-10 7-0 8-4 7-u 6-0 Sx 16.120 n 12-6 9-6 ❑ 12-4 9-5 s 11 . 11 9-1 n 11 -6 8- 10 Sxt6.50G a 13-R 10-5 ❑ I3-G 10-3 ❑ 13-0 9-11 n 12-7 9-F separation. 5x9.625 n 14-4 t2-9 15-5 12-11 11-6 13 -0 10-1 I 9-9 1 i -6 9-9 8-5 G Maximum allowable headerrgirder spun exceeds 16 feet,spar s are limited to 16 foot. finished floor: and beams birders ducts or other obstructions may prosect to withal in 48 units horizontal (2-percent slope). The greatest riser height within any flight of 5x11.000 ❑ ❑ 14-7 0 14-9 13-2 14-10 12-6 11-1 13-1 11 -? 9-? t Tabulattxl spans are based on Grade IIotn-Fir,and a applicable to species wdth equal or grwtGr Ft acrd) form the supplement(i_c_,Douglas 6 feet. 8 inches (2032 mm}of the finished floor. stairs shall not exceed the smallest by more than 3/$ inch (9.5 mm). The greatest tread R602.8.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall (consist of 5x12.375 n n a a a 14- 10 a 14-0 !2-6 14- 11 12 -7 10 10 Fir-Larch,Southern Pine,or Spnlco-PiaaFir). For 03 Grade luutber,�shflll be multiplied by 0.75. 8 4. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped depth within an flight of stairs shall not exceed the smallest more than 3/8 inch 2-inch 51 mm nominal lumber, or two thicknesses of 1-inch 25.4 mm nmminal lumber 5x15.125 a ❑ 7 n ❑ a 15-4 a 15 -4 13-2 y gh by ( ) � ( ) Tabulated spars assnmc 24F combination glulam. ceiling less than the rectuired height with no portion of the required floor area less than with brokers lap joints, or one thickness of 23'32-inch 19.8 mm wood struactural panels 5x 16.50+} ❑ c ❑ J a a a ❑ ❑ L 14-5 - The number of'ack studs 5 feet (I 524 mm) in height. (9.5 mm). ( } � ) required at each end of the bc$der shall be detertniaed frtrn:Table 3.22F. t�taxunum allowable headeri i-der span exceeds 16 feet, are luniW to 16 feel- with joints backed by 23/32-inch (19.8 mm) wood structural panels or one tthickness of �- P � R314.2.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greater 314-inch (19.1 mm)particleboard with joints backed by 3/4-inch (19.1 mm)I particlel�rd, ' Tabulated spans are based on+t2 Grade Hein-Fir,and are applicable to species with equal ot greater Fb and E from the Supplement(i.e,Do:,gtas SECTION R310 than 9/16 inch(14.3 mm). A nosing not less than 3/4 inch (19.1 mm)but not more 1/2-inch (12.7 mm)gypsum board, or 1/4-inch (6.4 mm) cement-based mill1board. Batts or Fir-iar&.,Smthem Pine,or spruce-Pine-Fir), For#3 Grade lumber,spans shall be multiplied by 0.75. Table 3a22F Jack Stud Requirements i'abulated spans assume 24F comhination glulam. (For Headers in Exterior Loadbearing EMERGENCY ESCAPE AND RESCUE OPENINGS blankets of mineral weal or glass fiber installer)in such a manner as to be seecul•ely g Walls) _ '01121 iii _ than 11/4 inches(32 mm)shall be provided on stairways with solid risers. The retained in plate shall be permitted as an acceptable fire block. Loose-fill insulation The number of jack studs required at each end of lite header shalt be detarmined from Table 3.22F. R3 l 0.1 Emergency escape and rescue openings required. Basements with habitable spate and every greatest nosing projection shall not exceed the smallest nosing projection by more material shall not be used as a fire block unless specifically tested in the forrm and manner Roof Live Liar; Ground snew l..oad sleeping room shall have at least one a enable emergency escape and rescue opening. intended for use to demonstrate its ability to remain in lace and to retard thhe spread of Table 3.220 Header Spans for Exterior Loadbearing Walls _ 20 psf 30 Dsf 55 sf 7n Dsf , p g cY is pe g• than 3/8 cinch (9.5 mm}between two stories, including the nosing at the level of ty p p p g Where emergency escape and rescue openings are provided they shall have a sill height of fire and Hot gases. f 6" Width Beveling of shall not exceed 1/2 inch 12.7 nun). Risers (Supporting a Roof,Ceiling, and One Clear Span Floor) 3^ 4s' S" 6" 3" 4.s^ 5" 6' 3" 4.5 not more than 44 inches (1118 mm) above the floor. Where a door opening having a floors and landings. lie g g ( _ _ __ ._ 5' b" 3' 4 S" 5" fi" � l threshold below the adjacent ground elevation serves as an emergency escape and rescue shall be vertical or sloped from the underside of the leading edge oflhe tread above R642.8.1.I Unfaced fiberglass. Unfat ed fiberglass batt insulation used as flreblocking; shall fill the Hea&cr Header entire cross section of the wall cavity to a minimum height of 16 inches X406 mill Dead Lund Assumptions: RootCciting Assembly DL-20 psf S rti n N�sabot of Jack Studs Required at Each End of the Header'^'r opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply �' } �1>° g span(ft.) EAST END DESIGN ASSOCIATES LLc p g p P y at an angle not more than 30 degrees from the vertical. Open risers are permitted, measured vertically. When piping,, conduit t',r similar obstructions are erncautltered, Roof Live Load Ground Snow Lona with Section 310.3. The net clear opening dimensions required by this section shall be y P P g 2 1 i I I I I 1 1 1 1 1 l t I 1 PO Box 1675 obtained by the normal operation of the emergency escape and rescue opening from the provided that the opening between treads does not permit the passage of a 4-inch the insulation shall be packed tightly around the obstruction. 20 psf 301,af 50 pqf 70 psf inside. Emergency escape and rescue o enin s with a finished sill height below the adjacent - 4 t 1 1 l 2 1 1 1 2 1 I 2 2 2 1 5130 Main Bayview Road g cy p p g gh J diameter('102 mm) sphere. wilding wv'ldtlt(11.j 6 2 1 i t 2 2 i i 2 with Section 8310.2. R602.8.1.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. - � 2 3 2 2 2 phone:Southold, New York 62 ground elevation shall be provided with a window well in accordance t2 2a 36 12 er 36 12 24 ;6 12 2a 3E Roof and s 2 2 2 1 3 2 2 2 3 z 2 2 EX(;eptIO11S: t.. Ceiling 12 3 2 2 "s 2 2 2 a 3 3 2 5 4 3 3 required where the tread depth is a minimum of 11 inches (279 mm}. Maximum Headcr�Girder Spans Ca:Common Lombe. Species phone: (631)765-1862 fax(631)765-6820 12 3 2 2 2 4 3 2 2 5 3 3 3 6 4 3 E-Mail: CArm8888(gaol.com 1. A nosing IS not ep Headers Suppur ins Size (3.-iu.) (f.,-ra.) (!t. in.l (t1.-in-) (ft.-in) (ft-in.) (ft-in) (ft.-in,) (ft.-in.) (ft.-in.', (ft.-in.) (ft:m.; 14 4 3 2 Z 4 3 3 2 5 4 3 3 7 5 - 4 8310.1.1 Minimum opening area.All emergency escape and rescue openings shall have a minimum net clear g eq 2. The opening between adjacent treads is not limited on stairs with a total rise 30 16 4 3 2 5 3 3 3 6 4 4 3 8 s 5 4 SHEET NAME: opening of 5.7 square Bret (0.530 m2). inches (762 mm) or less. Roof,Cci.ing.and 2-2x4 3-5 2-7 2-2 3-3 2-5 2- 1 2- 11 2-3 1 - 11 2-R 2- ' 1 -9 2 1 I 1 1 1 1 1 1 I I i 2 1 1 l One Clear Spam 2-2x6 5.0 3-9 3.2 4-9 3-7 3-0 4-3 3-4 2- 10 3- I1 3-0 2-7 4 2 1 1 1 2 1 ) 1 2 2 2 ] 3 2 2 2 Floor 22,x8 6 4 4- 10 4-0 6-0 4.6 3- 10 5-5 4-2 3-7 5-U 3- 10 3 3 Roof,Ceiling, 6 2 2 2 1 3 2 2 2 3 2 2 2 4 3 2 2 Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet 8314.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be less than (0.465 m2). 6 feet, 8 inches(2032 mm)measured vertically from "the sloped plane adjoining the 2-2x1 U 7-9 5-10 4- 11 7-4 5-7 4-8 6-7 5-2 4-4 6- 1 4-8 4-C and One 8 3 2 2 2 3 2 2 2 4 ? 3 2 5 3 i 3 GENERAL NOTES tread,losing or from the floor surface of the landing or platform. 2-2x12 9-0 6- 10 5-6 8-6 6-5 5-5 7-R 5- 11 5-0 7-G 5-5 q_7 Cente' 10 3 2 2 4 3 3 2 5 ? 1. Minimum opening height. The minimum net clear opening height shall be 24 inches NOTES: 3 3 6 a a 3 8310• 2 pe $ g Bearing Floor 12 4 3 3 2 5' 3 3 3 b 4 4 3 7 5 4 4 8314.4 Winders. Winders are permitted,provided that the width of the tread at a point not ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE ?•2x8 8-0 6-0 5-0 7.6 5-B 4-9 6 9 5-3 4-S 6-3 4- 10 4- l i4 5 3 3 3 5' 4 3 3 ; 5 4 a 8 6 5 4 NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 3-2x i 0 9-9 7-4 6-2 9-2 6.1) 5- 10 9-4 6-5 5-5 7-7 5- 10 5-0 16 5 a 3 _ 61 4 4 3 8 5 S 4 9 b 6 S (610 mm). ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 3-2x t 2 11 -3 8-6 7- 1 1 n-8 8-1 6-9 9-' -1 .5 6-3 8- l0 6- 10 5-9 2 1 1 1 1 1 1 1 i I 1 1 I 2 1 1 1 more than 12 inches(305 mm) from the side where the treads are narrower is not less (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC y 4-2x8 9-2 6-11 5- 10 8.8 6-7 5-6 7- 10 6. 1 5-2 7-2 5-7 4-8 4 2 .' 2 1 2 2 2 2 2 l 3 _ 2 2 R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches than 10 inches(254 mm)and the minimum width of any tread isnot less than 6 inches HIGH w1ND EDITION. ? _ 4-2x10 11--3 8-6 7- 1 10-7 8-0 6-9 9- 1 7-5 6-3 8-9 6-9 5-9 Roof.Ceiling. G 3 2 2 2 3 2 2 2 ' 2 2 2 4 3 (508 mm). continuous handrail required b Section 11315.1 shall be located on the (1) SHEATHING TO BE NAILED TO CCA SILL 4-2x12 13-G 9- !0 8 -3 12-3 9-4 7-9 l 1 - 1 8-7 7-3 l0-2 7. 10 6-8 and Ur.e Clair 8 a 3 3 2 4 3 3 2 4 3 3 2 5 4 3 3 (152 mm). The eq �' (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Span Floor 10 5 3 3 3 5 ? 3 3 5 4 3 3 6 4 4 8310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1vlaxitntun Header/trirde:S •for Glued laminated Beams ' 12 6 a 4 3 6� 4 4 3 b 4 4 3 8 5 5 4 side where the tread is narrower. (4) SHEATHING TO BE NAILED TO TOP PLATE 14 6 4 4 3 7' 5 4 4 7 5 5 4 9 F 5 5 Size (ft.-ia.) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (ft-iu l (n.-in.) (lir in.} (ft--in.) (ft.-in.) (ft-in) (ft-ia; ]6 7 5 ` 4 '' s 5 4 8 G 5 4 10 7 6 the inside of the room without the use of keys or tools. 8314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means 3x5.5Do 6- 1G 4-6 3 -s 6-8 4-5 3-4 5- 11 3 11 3-1 5- 1 1-5 2-8 2 1 1 1 1 I l 1 I 2 1 ! i 2 1 1 of egress from a habitable room. a basement or an attic. provided the minimum tread width 3-46.875 8-6 5-8 4-4 8-4 5-6 4-3 7-4 4- t1 3- 10 6- 4-1 3-5 4 z 2 2 1 2. 2 2 1 3 2 2 2 3 2 , 2 NOTE: Roo',Ceiling, 7 wells r uirW for emer en esca a and rescue shall have shall be 26 inches (660 mm) with each tread having a 7-112-inch (190 nun)minimum tread ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 3x8.250 10-3 6-9 5-2 :0-0 6-9 5- l 3- lU 5 l0 4-? 7-R 5-2 4- I and ilvc 6 3 2 2 2 3 2 2 4 3 2 2 t 3 3 2 8310.2 Window wells. Window eq g p HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED 2-0 7. 11 6-0 11-8 7-9 5- 11 10-4 6.10 5-4 8- t i 6-0 4-9 Center 8 4 ' 3 2 4' 3 3 2 5 3 3 ; 5 4 3 3 horizontal dimensions that allow the door or window of the emergency escape and rescue depth at 12 inches(305mm) from the narrow edge. All treads shall be identical, and the rise AMOUNT CALCULATED FOR EACH CASE. 3x9.615 1- 10 5 3 3 3 5 4 3 3 6 4 4 3 7 S 4 4 3x11.000 13-8 9- 1 6- 11 13-4 8- l0 6-9 11 - 10 7-10 6-1 10-2 6- lU Besanng opening to be fully opened. The Horizontal dimensions of the window well shall provide a shall be no more than 9-1/2 inches(241 mm). A minimum headroom offs feet, 6 inches 5 s I` b 4 4 3 6i 4 4 3 5 Floors 4 4 8 5 5 4 minimum net clear area of 9 square fleet (0.84 m2} with a minimum horizontal projection and (1982 mem} shall be provided. A spiral stair isnot permitted to be the only means of caress NO rE: 3x12.375 15-4 10-2 7-9 15-0 9- 11 7-7 13-3 8-10 6- I 1 11 -6 ?-8 6-1 la 5 4 4 7' S 4 4 9 S 5 a 9 6 6 5 \ ____._--=1111.._ of 36 inches 914 mm . from a stOiy of a building. PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS 3x13.750 11-4 8-7 ❑ l I-] 8-5 l4-9 9-9 ?-8 l2-9 8-? 6-9 l6 8 S 5 4 Ri 5 5 4 9 6 S S :0 7 F 5 Width ( ) REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, ❑ U-2 9-3 ❑ 10-9 8-5 le -4 9-5 7-5 2 2 1 t l 2I ] I 2 i I 2 2 1 t AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 3x15.125 c 13-5 9-6 1. 8314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than 1 2 2 3 ? 2 z z 4 - 2 The ladder or steps required b Stetson R3I0.2.I shall be permitted to encroach a WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 3x16.5UD L 13-? 1G-4 u l3-3 10-1 ❑ 11 -9 9-2 l5 4 to•3 R I Roof.Ceilin 6 5 - ENGINEER: Exception: p y FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 8 3 ; 3 5' 3 3 3 S 3 3 3 5 3 12 inches (305 mm from the side where the treads are narrower of not less than 11 inches 3x1;.875 a l4 -9 1 t -2 ❑ t4-4 11 -0 a 12-9 9- 1: ❑ I: n-9 and Two x 6 a 4 3 iii 4 4 3 r, a d 3 7 5 07 Gam, 3x19.2.0 c 15- 10 12- 1 ❑ 15-6 :1 - 10 a 13 -8 10-8 a 12 0 9-5 Clear Span :i. 7 5 5 4 & 5 1 c �� maximum of b inches (I 51 mm} into the required dimensions of the window well. NOTE: _ _ d (279 mm) land the inlnlmum depth of any tread shall not be less than 6 inches (i 52 mm). EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE 3x20•(125 r n 12 - 11 ❑ u 12_8 ❑ l4_8 1:-6 ❑ 12- :U 10 2 Floor, 9 6 5 5 . 6 6 5 9 6 6 5 0 5 6 s JAMES DEERKOSKI, PE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY 14 1n ? r' ' 6 s 1(D 7 6 s tI 7 � 6 11 � � r, Professional Engineer 3222.000 a a 13 -9 n a 13-6 a 15-P 12-3 a 13-8 IV- !l 16 :2 8 7 6 1 8 ? 6 L. 8 8 6 13 8 260 Deer Drive 2 , MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. Jack stud requirements are based on a roof span(W)of 36:led. Fur Dt-icr rocf spans,the talm.aged n:trrber of.aek studs required at each e_rd of the header MOttItUCk, NY 1 1952 Sx5.5f�D R- 1 6-6 : -2 '. - ll G-< 5-U 7-U 5- IC 4-6 6-a � 5- : 3 - 11 , 8310-2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (t 11 S mm} 5x6.875 '.0- I 8- 1 6-5 9- 11 7- 11 6-3 8-? 7-3 5-7 7. 1 1 6-4 a- 10 shall he multiplied by(W+ .2)14a. •,, shall be equipped with a permanently affixed ladder or steps usable with the window in 631-298-7116 5x9.625 A-2 11 -4 9-0 13-10 11 -2 8-9 12-3 10-2 7- 10 11 - I R- V c- 1 C 2 Where the member of;ack studs equals :.the htw&7 shF11 be pennined to be supporter)by a tmming anchor attached to the full height wall snid. the fully open position. Ladders or steps required by this section shall not be required ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET An cquiyalent number of full he t p p gravity conuecGtmtc n-e provided Sx t I.UUU ❑ 12 1 1 1 fi-3 I S- '0 12-9 i0-0 14-0 11 -7 9-U 12 >; 10 2 9 ' Rh studs arc ¢matted to replace lack ods w her.adequate to comply with Sections 8314 and R315. Ladders or rungs shall have an inside width of OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, at least 12 inches (305 mill), shall project at least 3 inches (76 mm) from the wall and shall AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 5z 12.375 ❑ 14-7 11 -6 ❑ l4-4 1 -3 15-9 13- 1 10- 1 14-4 1-5 b 9 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY 5X15.:25 a -3 _4- 1 3 a 11-9 u 16-0 12-4 r; 14-U It,-S be spaced not more than 18 inches(457 mill) on center vertically for the full height of the DWELLINGS, 2001 SBC HIGH WIND EDITION. 5X16.500 ❑ n .5-5 a 13 15-0 u t 13-s t 15-3 11 -8 OWNERSHIP AND USE OF DRAWINGS: window well. = Maximum allowable header+g.rdcr spats cx:;eed� 16 feet,spans are limited to 16 feet. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO These drawings and specifications including the I Tabulated saaas arc based on�2 Grade Hem-Fir,and are rtpr:icnb{e to species with equal or greater Ft,and E from the Supplc:nent;t,e, GABLE STUDS (SEE LAYOUT). ideas, design and arrangements represented R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Douglas Fr:-Larch,Southern Pine.ur Spruce-Pine-Fir). For�3 Gradc lumber,spans shall be Mlllaphed by U.?5. ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. therein, are the property of East End Design The bulkhead enclosure with the door panels in the fully open position shall provide the Tabula_ed spans assume 24F comtmation glulam Associates, LLC. No part thereof shall be copied, minimum net clear opening required by Section 8310.1.1- Bulkhead enclosures shall also The nu---tber of lack stud_required a.each enc of the header shal:be de:ennined from Tab!e 3.22F. disclosed to others or used in connection with any work or project other than for which they comply with Section 8.314.9. have been prepared without written consent of R310.4 Bars, grills, trovers and screens. Bars, grills, covers, screens or similar devices are permitted East End Design Associates, LLC. to be placed over emergency escape and rescue openings, bulkhead enclosures, or window PROJECT N0: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: G1 02 1/4" = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY USE A MINIMUM TWO 8d NAILS THIS MTS 2 O L T S 2 O 45 lbs/sgft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C w� '' LOAD SIDE OF TRUSS. ° FASTENERS TOTAL FOUR �. . a . 552 EAST ROAD LATERAL WITH DESIGN CRITERIA MODEL GA UPLIFT UPLIFT CODE 8d NAILS (133/160) NAIL" e N0. TO TO TO AVG REF. INTO TRUSS PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS RAFTERS/ PLATES STUDS ULT. (133) (160) F1 F, (133& (in pounds per square foot) TRUSS STU a' C UTC H O U E NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON PROVIDE EI ING OIS ON 9�= TAKE-UP WASHER CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND SIDE OF CEILING JOIST TOWN OF SOUTHOLD USES(s) AND OCCUPANCY ( ) AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES LONG ISLAND, NEW YORK USE OCCUPANCY EXTERIOR BALCONIES 60 10 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 RESIDENTIAL R-3 DECKS (f) 40 10 DIMENSIONS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ART x12 , FASTENERS TWO • ' (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAILS /DTES SCTM # 1000-110-07-18.2 MODEL GA ULT. LFTAAVG 2 LFTA REF. PLAe• ! G' ' TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 N0 DTX. PAN L QTY DIA 1}" 2' 2}" 3" 1 3}' 1}" 2' 2}' 3" 3j' EIGHT WORKNOTES: TYPE GROUP —L L IN NAIL SP4 4 ATTICS WITHOUT STORAGE (b,e) 10 10 INTD I (Notes shall be considered typical for items identified and LFTA 16 2}' 17" 38�'18-10d — 4200 1205 1400 5, 44, 85 STUD • shall apply to all same and similar conditions or V B ATTICS WITH STORAGE (b,e) 20 10 DOUG-FIR LARCH / So. PIKE locations; all locations may not be noted.) FASTENERS' ALLOWABLE UPLIFT LOADS e° HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 MODEL L AVG 10d 10d x If CODE NO ULT. REF. LFTA L S T A 21 ° HEIGHT FIRE AREA 10d 10d x W (133 / 160) (133) (160) ° SLEEPING ROOMS 30 10 1 • , HEIGHT, BUILDING. MTS16 1B 14-10d 14-10d x 1}' 3118 1000 840 1000 3, 41, 128 THE VERTICAL DISTANCE STAIRS 40 (c) 10 •° .' FROM GRADE PLANE TO UNLIMITED AREA MTS20 20 14-10d 14-10d x IF 3116 1000 840 1000 3, 41, 128 ARTtx12 • Simpson THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 trong- e OF THE HIGHEST ROOF AS PER TABLE 503 •• HGA10 SURFACE SECTION 502/0 ROOF 30 10 LST20 20 12-10d 12-10d x 1r 2383 775 720 720 3, 41 CNW-COUPLER NUT DETAIL "E" Equal number of •• AS THE BUILDING CODE OF DOUG-FIR-LARCH , • NEW YORK STATE. TYPE OF DIRECTION �• PINE CODE specified n a i l s inALLOWP BLE LOADS • a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- MODEL CONNEC- OF LOAD REF. POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. No. T1oN FLOOR ROOF (133/ eachen HEIGHT FROM RIDGE TO GRADE 26'-2" 100 125 160 '' Simpson Strong-Tie DETAIL "K ' TOTAL E IAM b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. G 515 645 670 CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY H 515 645 670 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING HOLDowN OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADe"'(DF/SP) (133) HOLDOWN DEFLECTION CODE , ARTtxl2 STU ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH , 2 AND BETTER STRESSES. AT LECTION HIGHEST TUD AVG LENGTH OF BOLT ZJ AT NICHES AT HIGHEST REF. MODEL BODY 4 ANCHOR QNE TS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD WDESIGN 0 SIMPSON ALL EXT. DECK FRAMING MATERIAL CCA NC PINE 2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN HB Se W H B so CL DIA°•• DESIGN ° ACCORDANCE WITH SECTION R802,10.1. GA QTY DIA 1 2" 2f 3' 3j" 5}" LOAD WHEN RAISED OFF TAKE-UP WASHER THE SILL PLATE 0 e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS HD2A 18 12 4&" 2r 2" 1' 24" i' 11{" Ir 2 r 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 AR Tj"x 12 .' TABLE R402.2 UPI LOADS MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MODEL DIMENSIONS FASTENERS AVC N0. OF SP CODE W L STUD PLATE ULT. (133) (160) REF. MINIMUM SPECIFIED 2917 735 888 AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) SP4 fib' 7}" -t0d x 1}" — 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o CRAWL SPACE 972 sq. ft. TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL NOEL GA L BASEMENT NA W L NAILS 100 (133) (160) REF. ° SEVERE (b) _ ° FIRST FLOOR 972 sq. ft. LSTA21 20 1 ' 21 905 1205 1295 7 40, 90 °° DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE SECOND FLOOR 649 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER MODEL GAFLOOR REF. Simpson Strong-Tie THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) NO. W L NAILS 100 (133) (160) BALCONY NA MSTA24 18 1 " 24 - 1025 1370 1640 7 40, 90 LUS46 LOFT NA MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE L FASTENERS SPACING REF, HD2A ATTIC (HOUSE)(a) 663 sq. ft. BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)= GRADE, EXCEPT GARAGE FLOOR SLABS oc. OF ROLL I A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson 6 pson Strong-Tie ATTIC (HOUSE)(b) 144 sq. ft. CS16 150' 14' 16 CLEAR SPAN +31' 28-Bd 1235 1650 2r)f" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE GARAGE NA DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES ATTIC GARAGE a NA MODEL ON. - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND No. GA HEADERS AVG UPLIFT FLOOR 100 SNow 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) W H B 10d 16d JOISTS ULT. (133)(160) 10d 16d 10d 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. SCREENED PORCHES NA LUS46 18 3 ' 4}" 2 — 4-16d 4-16d 6076 1140 1180 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" STU �"- SUNROOM NA PORCHES, CARPORTS AND STEPS EXPOSED TO HUS210-2 14 3}" 9&" 2 — 8-1'd 8-16d 6076 1755 2105 — 1850 — 1900 — 2065 1 36 84, 122 ART�x12 SIMPSON DECKS NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) DOUG-FIR LARC COVERED PORCHES NA UPLIFT LATERAL CODE TAKE-UP WASHER COVERED ENTRANCE NA MODEL FASTENERS AVG UPLIFT (133/160) REF. NO. GA ULT. POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 180 ACCESSORY STRUCTURE NA (a) AT 28 DAYS PSI HGAIOKT 14 4-SDS}"x1}' 4-SDS}'x3' 1523 435 435 1165 940 (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (b) WITH STORAGE 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) SP4 COUPLER NUT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. USE A MDOM1dl 14 _ TWO 8d NAILS THIS (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. SIDE OF TRUSS. COUPLER NUT STU "- SP4 TOTAL FOUR • • 0 A MD'@fl1M OF sTu �._ TAKE-UP OWASHER 8d NAILS TWO Sd NAILS THIS LSTA21 SIMPSON INTO TRUSS sD1E of TRUSS, MTS 16 MTS 16 .•,• SIMPSON TOTAL FOUf • 0 : HD2A TAKE-UP WASHER Strong-Tie LSTA21 9d NAILS HUS 210-2 INTO TRUSS CHIMNEYS AND FIREPLACES FIGURE R1003 1 —2 FT MIN TW RAIL ° FI 0 �col.DDEAM E PLATES •' • � ANCHOR BOLTS MORTAR CAP - --Y MASONRY CAP BiK:K BLOCK E 8d e 0 n u IN NAIL IN NAIL �+� PLA DETAIL "A" C STUD Simpson Strong-Tie PLATES •• � EFFECTIVE t CLEARANCE _ ``1 Ir.i H7 8d NAIL ,• ® I' " 11 " o FLUE AREA < ;^ 10 FT MIN. __ = 1oL INTO Simpson Strong-Tie �; / DETAIL D DETAIL G DETAIL "J" OK RONC RF°M i ! FLASi i I81N. ( A,nB,_ STUD H7 p Simpson Strong-Tie ,r� C ANCF-ORAGE I �• I �. �- O-ENING FIREPLACE 'I LFTA LFTA •• RDD SYSTEM • e PLAN VIEW LFTA FLUE_INING - =� °`°•• D SHEATHING NOTES: NO SUBSTITUTIONS Y — MORTAR CAP ,• 1 D P BE K 'OND BEAM e°°•° ALL 1&!SHEATHING CONSTRUCTIONACCORDANCE MANUAL�ITWFCMTHE FOR NAILING ONS ANDSCHEDULE TWO OF THE DWELLICNGS,F0200STSBCPAPER WINDOEDATION.TION All framing hardware shown on these Iplans, G ( ) (WFCM) unless otherwise indicated, is Simpson Strong—Tie, CK BOND BEAM i 2 MIN. �Oj REINFORCING ��ANCHCReGE RERIZCNT L TIES No substitutions are approved or authorized, (1) SHEATHING TO BE NAILED TO CCA SILL -_� I 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM CLEARANCE rR - ', , ( ) Due to the relationships of framing hardware to (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ,� HORZONrA: OETA,L FOR the other components of the structure, any frarling `.%NEIN-UNCING Nt9 , F,A.i MASONRY H VEFiIGAL , (4) SHEATHING TO BE NAILED TO TOP PLATE hardware substitutions will render these plans Y�ALL \ FLASHING C REINFORCING and � I', assuming nd resp onsibllitl far l In the design sen idler/contractor ANCHOR STRAP .' LTP4 performance of the entire s stere. g p y DETAIL "L" VENEER TIE I , LTP4 M 7AR -'-iICKNESS�, %V(YJU WITH 11; IN.MW,IN CO r,�-ARCS MhTH CLEA iANCE ��MORTAR R MATE �S MASBE'rONRY 41N CLAY 7LUE MATER A.. MASCMRY AND CLAY-LLC B IN,411N / ANCHORAGE 21is 1I�V - I INIVA -�'.� BOLTS EACH STNAP ° • � SMOKE .•I \ ,�� /.I 1r , ', =LUE USER • °•, LTP4 1 i , " !' ALTERNATE RIDGE STRAPPING DETAIL C NOTFE: DETAIL TO 8E USED IN ALL N MIY. i CLEAKPNCE O -► 61N.MIN. . ALL, SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE CATHEDRAL LOCATIONS. THE DISTANCE \ , �✓E RTICAL 21 IN M'N P IRN E�S N.� ; Iv HJRILON'AL I , ' REQRUIRED AMOUNT CALCULATED FOR EACH CASE. RENFOFC'�NG ,'� Rc'�PJRC:NG TIES . Simpson Strong-Tie SIMPSON MSTA24 STRAP TIE MUHIAK - - TO BE INSTALLED 18" oc (ON EVERY RAFTER) �? 81. MIN IN.IAN. ' Floor to Floor Connections r I./ MEASURE HEIG-1- 4 N MIN. •' N 0T1 E• FiREBOx'JJALL OF FREE STANDING 4IN.THICK gASONR"UNITS . , P % LINTEL L FIREPLACE:ROW � '' PRQ)VIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, U THICtNESS � I O TOP OF OOT NG • AND) THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO PROVIDE 2x6 COLLAR TIE HEART FIREPLACE VERTICAL REINFCR^IMG HEARTH 2O I ;i;' I EXTENSION OPENI,VG I �2C IN.LAP IF SPL;CE0 TO FAMAILY DWELLINGS, 2001 SBC HIGH WIND EDITION. UNDER RIDGE - ts' oo. AIIM.FRE3P.I�"'�K_„, _ I HEIGHT I LINTEL L �•. =007 NO 00AELS n'o�E. nI HU,RTH SLA3 EX _NSION (G t \ n F,;EBOX',VALL � T":CKNES.`, \'',- `i Tip CANESS I) }1 - =00TiNG l';IDT, LTP4 DETAIL B o• -{lT�'dIN ARUI_aD EAS3T END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER i _ t!CAi,711°LAC _- -, r- y =R=E iTnhOl'+� LTP4 INSITALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. FACE NAIL uswc (a) 1oD NAILS �--' REINFORC°MENT 1B:N MIN., T �'° TO EACH N COLLAR TIE 11 ° ° ° ° UNDER RIDGE - 16” oa •S�DUMP 0 TIONA- ,,RADE \\'. /�\ '� 4 '. %IREPLNCE CLEAN OUT •i;; ° O O 'f��'• '.% '�"� '!�` � \\\��� � FOO-IN3 DEPTH V �•�• T s\NATUFA_ Simpson Strong-T ie G=00TING5YIDTH--.� ,;�► I•--FOOTING'NID7HOT 1 GRACE _ - BARSINCONCRETE �HEARTH2]IN MIN. Floor-to-Floor Connections • LTJ:_... O FOOTING - - - BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY- SECTIONAL SIDE VIEW ON 4'/OUt7 FLOOR SECTIONAL SIDE VIEW ON CONCHS f E SLAB ALL TABLES ARE FROM Fur SI: !iuc'tI=2i,d nun,1 Cuu:=164.S THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL - - FIGURE R1003.1 FIREPLACE AND CHIMNEY DETAILS FOR ONE AND TWO FAMLLY DWELLINGS DETAIL "M" EAST END DESIGN IA T,Lc 2001 EDITION PO Box 1675 RESIDENTIAL CODE OF NEW YORK STATE 261 (PRESCRIPTIVE DESIGN) 5130 Main Bayview Road Southold, New York 11971 phone: (631) 765- 1862 fax(631) 765-6820 E-mail: CArm8888@aol.com SHEET NAME: TABLE 2111.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) ITEM LETTER REQUIREMENTS SECTION GENERAL N TE HEARTH AND HEARTH EXTENSION THICKNESS A 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS 2111.9 FOR HEARTH EXTENSION HEARTH EXTENSION (EACH SIDE OF OPENING) B 8 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR 2111.10 FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. LOCATION F HEARTH EXTENSION (FRONT OF OPENING) C 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR 2111.10 FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. H O L D D O W N FIREBOX DIMENSIONS _ 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH 2111.6 FOR RUMFORD FIREPLACE. FOR W I N D L AD HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. 2111.9 THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED 211.5 FIREPLACE CODE S DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111,7, 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; SMOKE CHAMBER WALL THICKNESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR 2111.8,1 DIMENSION G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL FOR CORBELED MASONRY. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL TWO NO. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, 2111.3.1 IS CHIMNEY VERTICAL REINFORCING H OR FOR EACH ADDITIONAL FLUE. 2113.3.1 (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC ENGINEER: EN HIGH WIND EDITION. 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 (1) SHEATHING TO BE NAILED TO CCA SILL CHIMNEY HORIZONTAL REINFORCING J 2113.3.2 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM JAMES DEERKOSKI, PE VERTICAL STEEL. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Professional Engineer n FIREPLACE LINTEL L NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SIDE 2111.7 OF OPENING. (4) SHEATHING TO BE NAILED TO TOP PLATE 260 Deer Drive CHIMNEY WALLS WITH FLUE LINING M 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EQUIVA- 2113,11.1 Mattituck, NY 11952 LENT. 1/2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. NOTE: 631-298-7116 O g EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE SECTION 2113.16 2113.16 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO FIREPLACE OPENING AND CHIMNEY) HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. CLEARANCES FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. 2113.19 FROM FIREPLACE R 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 2111.11 NOTE: OWNERSHIP AN U AWIN COMBUSTIBLE TRIM OR MATERIALS 6 INCHES FROM OPENING. 2111.14 ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 2113.9 PROVIDE SOLID BLOCKING G ALL FLOOR JOISTS AND RAFTERS AS WITHIN t0 FEET. REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, These drawings and specifications including the AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) ideas, design and arrangements represented WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO g g p FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. therein, are the property of East End Design ANCHORAGE STRAP NUMBER REQUIRED S 3�fN1o6 INCH BY 1 INCH Associates, LL No part thereofShall be copied, EMBEDMENT INTO CHIMNEY NOTE: disclosed to others or used in connection with FASTEN TO 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION, 2111.4 EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NUMBER O BOLTS 4 JOISTS 2113.4.1 an work Or project other than for Which the TWO 1/2-INCH DIAMETER NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY y p y MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. have been prepared Without written consent of East End Design Associates, LLC. FOOTING 12-INCH MINIMUM THICKNESS T 6 INCHES EACH SIDE OF FIREPLACE WALL. 2111.2 WIDTH ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET PROJECT N0. SHE INDEX: SURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, NOTE: IN AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 886-2005 CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DRAWN BY: DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO CMA GABLE STUDS (SEE LAYOUT). SCALE: G1 03 ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. 1/413 = 1'-0" DATE: 01- 25-06 PROJECT TITLE & LOCATION: ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL KOFINAS FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) RESIDENCE sarin Wails Resisting Wind Table A-3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) Table A-3.5A Top and Bottom Plate #o Stud Lateral Connections for Wind Loads - 552 EAST ROAD Table A-3.23A Header Spans for Exterior Loadb g TABLE Rd04.1.112} _ Exposure c CUTCHOGUE REINFORCED CONCRETE AND MASONRYe FOUNDATION WALLS Resisting Uplift Loads from Wind - Exposure C p Table 3.24A Header Splens for interior Loadbearing Walls MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACINGc c FOR P'FSCrIDtIVe ,6I.BrnBtl'�e t0 Tat C 3,5) Loads - Exposure C - 8-INCH (Prescriptive Alternative to Table 3.2) TOWN OF SOUTHOLD p _ _ - ----- - - - -- _ (Supporting One Center Bearing Floor) .- - MAX:MUM WALL MAXIMUM UNBALANCED Soil classes'' ' _ -_-. Three Second Gust Wind1101 l0 120 130 140 150 i HEIGHT BACKFILL HEIGHT � GM,GC SM,SM-SC and ML SC 85 90 'teed .MH,ML-CL ann inorganic 6econ(m h Dead Load Assumptions: Roof/Ceiling Assembly DL-10 psf ILL H 3W.GP,3W and SP soils sods CL ao,L, LONG ISLAND, NEW YORK a+� Twee Second Gusr Wind g< yll ,QO l l0 120 :30 40 <'1 -.`See Stcund Bust Find Spead 1mphi r; V i :i0 I .13 Maximum Header;Ciirder Spans for Common I.ur:,her Species" Building W;dtl:(ft.) ° � �-at 471""'t: =:4:it=8"o.:. 74 at=tt- , 5 G�at 421"rr.t: at s:1J"u._. a5 a:�h ,c ! Speed In •h' I r } fic,ilo'n Plate:n Fcundat;on Anchor Foundation Supporting Max-.mum Anchor Bolt Spacing(in.)'' Rtq`uirt-d Nunitc_ of kid t'cnlrnnn N.ids•�t 40d Sox Nai: pc-Stud to Plat:Connr:tion Size (ft.-in.) (ft.-in.) {fl•[n} (ft.-i n.) (ft.-in.) (ft.-in.} (ft.-in.j (ft.-:n.'• l2 Z4 36 ta}at 48"n.:. d4 a..43'o.c. 4I a:4 c , Staid Spacing i,ia., 4�'a I HciL+>11 f11.' SCTM # 1000-1 10-07-18.2 Maximum Header/Girder Spans:or i �a:'t+s'n.c. I na at 4. ',,c. 4 do-IC' o c. i Bclt Cocnccticn Rcsutin elf��, 7 4-3 3- 11 3-8 3-S Common Lumber Stretsetil"♦ I �4 +:a8"o.c. n5 at 4b" e. =5.� 40 e c. , _, 2 - '! at 4C"ac. ,6 a[4K"a;; a a* 8"End Zones x4 6-0 4-14 at Ort' :, <5 s �, � 4-9 4-4 Heaaders Su _ ;storlo3_� '� '�18�'°,r .�=�2�'� .�`d'4w 29 5 22 2Q l8 ' 1 i i 1 WORKNOTES: 2-2x6 to � � �* , 1►P�>n6 Size (ft.-ia.) (ft.-in.) i;it-in.) � te4 ar�t:' < ' at is lift Loads '� 't"'= f � x ! _�� e^t.. clot lanes 1:1 j- 1 j j 2 ? _ 7 • .,c. ,til,q 4t<"e.c ,*.. 4lr n: P 1 .,�'• r + :�• � - uw 4-9 4-6 One 2 ;� - 4h'&C r_ rt4li"u.c. 45x110"a.; ^tJ ;.)t- 4. 3 �a. d9' `• 9 "�; 3 " , 29 26 13 ?' 12 1 1 1 2 _ 2 3 (Notes shall be considered typical for items identified and 2-2x8 Y ..-2x4 4-4 3- 1 -6 r4 t • +5�t 48' . . rC a �.c, a 1' .� 3 txtoncs ' 2-2x10.+ � ;; fw 5": - (Center t3eanng) 2-2x6 6-5 4-6 3-S 3 #5,t 4'°o c t»8"^ v based on firms in Tabia> 3:' "'° 14 1. 1 2 2: 2 3 , shall apply to all same and similar conditions or ' �, __ U u.c. ;6 at -U"o.., "6 at 24" , ?rescnptt e limits are slip ,3 �. - ^ .. _ s : =i3=' S S•2 �`r_; _ rr.,, .# f the tabulated locations; all IOCotiOn �. - � - ns- is •ala sad°Itbe i +w 1 1 2 2 3 a }� teed the user o 2 , s may not be noted.) -2x12y -_• �`. , � � w•' � 2-2x8 B L 5 9 4 8 sr 4 w her Sells are ..d ia�tl5t e. «,.»•+�.< 'v's+: �.,,;.,. `. +`. Fes' 2 �• ve..t '�• � :� -6 8"c.c. ..-i ;�a• ben anc , ti� aX1II111lt1�y�ltrt�� x�• �� 16 ' ;r" .. >:.�6•_4^� 5:-.lt},. 5 locati n o_ b h4 at 4){'c,_ �5;r. 18" _. " slues fur u lift loads t"l'abit3`:�tG?tsriti�eraTandsfitacloa +� �'�). �dto�tr�et�'1f611;�ttfiilC�ty� 3? 2 coons , and�. 31� � rr,� � •'fir- .,2x t 0 9-1 t 7 0 5-9 � � u`_ ao 4_ •c. p . � 2 3 1 B t 2 2 :2 ? . 3 4 :'�'s � , -r � •0 f 3"o.c .Gat 4, - :., i i. �h :4t__ !C. '�. .,�'.,^'a >�',T� '1hi.r�>t ,F i-•�¢ -r+��'Su ..tiYy� ' - �- 11 -6 8.1 ti l 8 �9at�)' � - #�� 3 4 ..2XIL J.C. r<6 w[32'.�.C, Rti;7r_4"L.C. f 4" �v�, .Y �� ,�'; � ��tP"-: � -r' '•���'`� P„s'= _ - r , 10-2y I rs(,at:tri':1 C. `6 1t 2•t"O.C. r -T, r"�x,,r.;akx. .,e .F- _ F' 4 ,�i . { ;.. .� ,. ., � - a.' 3-..x8 7 5 (t �L •ci" � 1+:�'' rr r,r»' .r .J j l I _L n o � u at 1 ii"n.c •.� �t, �. �,cr' `,,. c 2 3 _ 4 �,:(�+'7 � 4 s��1 �w,+.xi x".• . 4A 0-6 9-6 8-7 ,,fir � � �..., 'S.•.nuu. mri. Xa , ,; ,. 10 1 l ? 2 2 3 3 ' ,s"� �� '*rte*mss'- � - 3-2X10 l2-S H-9 7-2 -, ..,,�i-•€�� r��'' fir, -�1 �x 11-7 10-6 9-6 3a'I 8� y�t+ ��=Z:� shall b; type h1 or Sand mason:;sl:ul:be:z'd in nm,7aig burl. ase '� 1Z •• ,.j.. l ? ? 3 9 4 4 �' 3-2x 12 14-4 10.2 8-3 • �t i< -3 !1 -Q 1Q-Ci 9 - .y '.j- _la j•Q b. �I:eTE11Ye Iel.rlF:peN^ar 21an 1n�$p i:li yawn In tC.1irima nt Cnl!Lr•kl:e:i'Or.:l Ifea oi'reinli,rcr:mrnt ter lineal rear„rw:ill shall b:penni.lc'd p:uvvtreA the .��'«a - �-' 11 12 d-2x8 1.1 -6 8•3 6-9 •patine of•re rr.ntoran:e:u.lr,�cot exceed??inc•,c�. ��*� _ `x�'' � VRW 1 h I4 �j' 2 _' ? ? 3 ,1 _ ° 1:73b r:ertir"1 rr:,:orceme::i shall hei,rade G ' �r " t U m.uiwurn.The drstare bora:he face of rhe,�il side oftlie call to Lae carter of v::rucal•rinforcr...:nt sriLll„_a'leas: " F r rgf' �jrX"�� = -w 3 �' ">t� � �-� 2 ? ? 3 3 4 4 Maximum llcaderiGirder Spam for Glued Laminated Beams 4-2x10 14-4 SO• i 9-1 _ es 2 G : K�s' 16 2 2 2 3 4 4 ti 4-2X12 a I 1 •9 9-7 d Soll.la sw ire in accoAn:rLC with the Untried Sri;("laasifrcaoo.System,Rufcr:n I•ib;e 8405.:. C '` 20 2 r ? 3 3 4 5 6 ) ( ) ( ) { ) ( ) ) { all c. i;nEalancer.na¢kfilt'.ui}taliatheM-Tercnetiuhe:K}anftheextertioru:din:ci.Irfin•shgrour.dlevels.R'hcruaninunorconcrctc�labi;prov�ded,dm_nhhala,;ed � �! ,:, MaxMaxuntmm HeadenGirdcr S s for Gjued -•i 4,• ?� r , .-in. ft.-in. ft.-in R.•in. R-in. (ft,-in. ft.-in.) (ft. � : 10 13-1 11 - 10 10-9 9- 10 9-1 9.5 7• t0 Laeader/min d Ber Spans bate'..he:ghr s all?e n:edsureti ruin rhe extIii fin th eaten level it the roe,.,r the rotator concrete slab. � zs 2 � ��5���N 8. s "-> "I 2 2 _ 3 4 4 S-6 14-8 13-2 12-0 11 -0 1Q-2 4-S B•9 - , Site (ft.-in) (ft.-in.) (ft.-ia.} '��^��"�'`-` �? ? 3 3 4 6 14-5 13-2 12-0 11 - 1 10-4 9-812- I( 3x5.500 7-3 5-9 4-4 - - �. ❑ 15-7 14-2 13.0 12-0 11-2 10-5 � � � ' TABLE R404.1.1(3) � •,� ��, '�{"',�. 3'1 I4 -y2 2 3 4 4 5 5 3x6.873 9-1 7-3 5-5 REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS -I � r ° ❑ ❑ 13-2 13-1 ,t, �0 1 1 " l I !l - 1 3X9.250 :0_ 11 8-8 6-6 VERTICAL REINFORCEMENT 512E AND SPACING 6-t FOR 124N CH NOMINAL WALL THICKKNESS `.�'' ` �'�� " � 7• ►. 4 ❑ ° 14r 1 10 I ? a #' c " ht 16 •3'; 3 4 4 S r= ''�`- �,+� i• 3%9.625 12-9 10• 1 7-7 MAXIMUM riALL �MAXIMUM UNBALANCED Soli Uassosa - �, � � r�, ",' E 9C,MH.ML-CL and Inar ■nnic CL - y �„ 6 '7'- "`8� 4 "i''i( * p ❑ ° } � - HEIGHT BACKFILL HEIGHT OW,GP,9W and SP .a[. ' Y -t i�l '. 20w - :. 3� 3 4 5 3x11.000 14-7 7 11 -1 3-8 8 ttaet} (feet) soils M, s .Y " �E'` '`�¢r'� •� '" 11'' s- 0 } GM,GC,S SM-SC and ML soira soils � •• ,. � ,' a PresmptiYe limits ate basad ut1 asstam Hoes;n T;anle+ ; o a ::. 3x12.375 ° 11-0 4 ;4 at/2'n.:. r" 7 44 at � P .. a ," �"' " I'abt:lat f is � !- ,, £- '��'t' ri� � ed rtit�D Easels trrd�dAtlnection re tiuCintet:[s shall'De ernaixed to be malt lied b '0,9 •{'rt •� t .. _ a P2' -+� -s 8 2 fur twin nc•1_ca cd 6, 3x13.15(1 ° 14•S !0-10 at - n_: �4 at'.2'u.r:. ,.. � ir�'�, � � �i - - 4 .. p _ tP 5 R � 4-2 6 ;r4 at 72"a c. 44 at 64' s<' � wi-hin fi feet �r. 4Oz!r.. 3z1S.125 u 15- l l 11 1 I ' ;i4 at%2''O.C. +4 at 4K'o.c.. +5 at 6'' v' 1 1 , : 14-9 o c. : a. .:� I'.ahulntrd fraaing loads assume a building located in Exposure C. x� �#1 15-3 3x16.500 A o 13-0 S +�a ar 72"o.c. #•1 at 72"a.c. iia at%2' o c. - l - - �,. G #4 at 56'"a.c. #5 at 72"a c•. 3 r,4 at?2"o.c. 15-9 (4-1 '« xi ,•t f ' _ 3x17.875 ° o 8 � 44 at 64"o.c- #5 at(.4"u c. ¢4 a 32`c.c. . 2" 3x.22. 5X5.500 8-8 6-10 b-0 44 at•18"o.c, t4 at 32"n.c. 45 at 40"o.c 3x23.37 °5 a ° c ,•. 77" ,-,. � is 5x6.875 10-9 9-7 7-6 r4 at o.c. +#4 at 1 a ,4 C. at « o.t M . 3x24.750 ` 6 y4 at 7^"o.c. �at 56"o.;.. 13 at!a4'u. - . ) � �)s •- ' 5x5.5000 c 15-1 14.0 13-1 5x9.625 L•-1 12-0 10-6 n4 at SG".�c. !t4 nt 40'o.c. y6 at 6.:'o; �� ,'� x `'; ' Y';',.;E.gs.�,">ds�:�`_'3;�,�+�°• - ;4.9 5x11.000 n 13-8 12-0 � x #4 rt 6.1' o c. 'f6 at Gd'o.c. ;♦6 a:'49`o c. ' 5x6.875 a ° ° ° ❑ ❑ IS•S na _5 9 �.�5 at SC"o.c. y7 a:% -J.c. 46 at 40"a C. I -- :�;•Ft„- 5�.: �..,,;.,.z•tx•• -- -- for Wind - SxA.25q ° ° ° ° ° ° ° ° 5x12.376 15 .. 13-5 .= I enc:: :3c„m, I fxt-3i'4.8m. Table A-3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection Table A-3.6A Ridge Tension Strap Connection Requirements g ❑ 0 5x13.750 ❑ ❑ 15-0 x Wuror shz;l he Ty �1 or S arj nitsn^ shat)to laid iu rurnin• ,and. EXpo$ur@ C 5x9.626 ❑ ° ° ° y p` ry Requirements - Exposure C (Prescriptive.Alternative to Table 3.6) ° Maximum allowable treader.' Hier. oris are limited to 16 frit. 5x15.125 u ❑ 6 b nit:.na::v:r;inferc ng WI sizes and spacing havhiK an egviva ant cross-sectiacral an•a of«:nfarcenrsr i p,:r Imesl loci cf wall shall ae Fernitt�r.Breve del rhe � �' :-arm3:ftherantnrrcmertdoesnot:xcxcc 7!lathe;. (Prescriptive Alternative to Table 3.4) ° Maximum allowable headevrgirder span exceeds 16 feet,spans aro head load AAm'.impron3 Rouf Aswrri DL= '.0 psf Tabulated header spans shall be permitted to be divided by 0.96,for&amino°w located within 8 :.•"emcr.l..;t",rue-Ten[scall:e Crede tyt;.mi-,mum.Ti:c dstana from the i«uc of rhe so' side oftl:e will to the ce:,ter Dive:tical ns,=orcein:rt shell ha.:vt least - - - limited to 16 feet. i ;y:ncnas. -- __. felt of building comers. - z Tabulated spans assume a building located is Fatpoealre C. Tabulated spans are based on#2 Grade Hem-Fir,and are applicable Soil c arse,Lre n accordance', :d,:h:Unified Soil Clnis:ieatien Sv;un,.Rafar to Table A405 I Thee Sacncd<'uet W inA Spr.rC;mp 'r x5 9(, 1(A) 1 Ia .3U 130 180 150 hrte Second Gust Wind Sprrd ?5 Jt3 !tl0 l:0 1.0 liU tau „_: RoofSian i d re wired at each end of the header shall be de[eranined ftO:n Table].22F. t0 species with equal or greater Fb and E from the Supplement(i.e., a .:rhL zan.:;d,ockhtl neizld is the diffrrt-ce.0 hci,th:ei reaerero,a,tu int:nur•n,a,gro_nd.eves Wh,:�:.n interior�Un_R:IC a'At IS pcOYlCed,:'c ,r,nralancrd Roof P,.tch N 3mtwr of Rd Common Nady ur IOd Boa wily in Each End of 1-L4"Strap`'"'r'O The number o jack stv a q h is kill:hci,th.shz I he me�;uted:-um:c a:x lacier tini;h ground I:vel to rhe tap of:ha:irler:er coaue:e slab i m }; ,ft} ' Tabulated values art based on lf2 Gude lIem-Fir,and arc applicable to species with equal or greater llouglas Fir-Larch,Southern Pine,or Sprats-Pine-rir). For a33 Grade Fb and E from the Supplement(i.e..Douglas Fir-Larch,Southcm Pine,or Spruce-Pine-Fir). lumber,spans shall be multiplied by 0.75. s Tabulated spam assume 24F combination glularn. = Tabulated spans assume 24F Combination pinion. RatltrCtiling]Dist Wall Heigh; Number of Rd Common Nails or lOd Sox Nails(foetra:e 1 12 2 2; 2 .3 3 4 4 s s r of tLll hes t studs tee aired at each end of the header shall be determined in accorllanee s Tabulated spam assume headers supe<,rling single span floor joists. TABLE R404.L1(4) Spacing(in.) (ft.) Acquired:n Each Rafter andlor Ceiling]oast!o Top Plate Connection ' t 6 2 - 2 '. 3" - •':3 : �a S G - REINFORCED CONCRETE AND MASONRY'FOUNDATION WALLS � t 20 2 3 3 4 5 6 8 The ntambe gh 1 _ __ _ g 2 2 3 - 3 3 3 , ,, For headers sulaporting continuous two Span Ecii 0ists tabulated MINIMUM VERTICAL REINFORCEMENT SIZE AND SPAC1NGu•' _ 7 4 4 24 o a 4 S 6 1 K with Table 3,23C. _ 10 2 2 3 3 3 spans shall be multiplied by 0.89. FOR 10-INCH NOMINAL WALL THICKNESS 28 3 4 3 6 7 -8 Table A-3.238 Header Spans for Exterior Non-Loadbe;ering Walls and Window a MAXIMUM 9oIlClassoa - 8 3 3 3 4 4 4 l � 32 3 4 s 6 s -The number ofjack studs required at eau h enc]of the header shall be MAXIMUM WALL UNBALANCED - - Sill Plate Spans Resisting Wind Loads - Exposure C detemainedfromTahle3?AC, HEIGHT BACKFILL HEIGHT GW.GP,swand � SC,MH,ML-Gland 15 I•p 3 3 3 4 4 4 5 36 4 4 6 - (feet) ,feet) SP sails GM,GC,SM,SM-SC and Mt soils ' Inorganic CL soils 5 6 0 12 1 2 2 2 3 3 4 d -__ -- 4 ��ar Ch'0.C, ri4 dl 56' O.C. ,f4 at 5li"O d - ----1 B 4 - .. 4 � � Y r5 - - 5 ' > rkl dt 56''o.c ,t4 dt 56"o.c. �a at 56"o.e. 4 10 _. 4 4 $ S j 5 !6 2 ` 2 3 4 4 5 7 Three Second Gust Wird Silted � _ RS 90 100 110 120 131] 140 150 1 'Ttlble3.4. s s (mph) Table 3,246 Header Spans for Interior Loadbearing 1Natis 6 f4 at��"�,e. �at 4R"a t: �.at 4Q"o.r. - ' k4 at 56"o.c. ,t5 at 36"o.c. 75 at 40"o.c Prescnptive 6mi�ortxli� r R; t.,lA';�� `s �� �• , c" °�•,� � e 4:12 24 _ 2 3 3 4 - 3 6 7 d - " tldin located in Ex osure t"p� ' r7•' l - Is a.♦,s �.ctU cling 1Twa Center Bearing Floors) 5 s4 az 56'n.c. rf4 at 36- off- 44 at 48"n t. Tatwlated1. Maxim:tm Headerl(rirder Spans far Coln.-noE Ltamber Specie lw 8 P a b 6 t{4 at 56'v.0 il4 at 4$"o.: #5 at 56"o.c i U4hen cearaiie�l.tG rafters,the suit'of the:oenails in he ra4tttx aaiaHt�oltitsaiU equal or ecceed the 28 - 3 _ 3 4 S "6 ' 7 8 9 8 i as at 48'o.c. >r4 at 32'a.c. 'l� _� x��• .a-.. . . ` ; 32 3,a 3 4 5 7 B 9 A6 al 56'ox. tabulated numberflf nal ''' ' A' Sire (ft.-iu.) (ft_-in.} (ft,-in.) (ft.-in.) YL-in.) (R-in,) (0.-in:) (ft.-in.l peed l oed Asa»mptiom: Roo£'Cailiag Asser,bly!JL=10 psf 5 44 at Sfi"o.c +;5 at 40'o.c. 46 at 56'ac. _ I � -5- 14 at Sfi•v.c. !t4 at Sfi'o.c. #4 at 4$'u.t. ' 36 3 4 S 6 7 9 �-y.'"` I Y /�=:t '»•<• :ij 13uilduig��(ft-) To avoid sptilting,tto more than 2 toenails shall be installer!in sac:?side of a rafter or ceiling 101st when fdstenee lu a.x4 top 12 1 I 2 2 z ; 3 3 1-2x4(flat) 6-2 X51'.-'l Eh,.. R, =-3- i r4. 9, 4-0 3-9 ;-6 6 3+d at 56'o,c 5 at 48' .c 36 at 32"o t' plate or 3 tixnaijs in eaeii sidewhers faste,ed to a?x6 top plate 16 1 z 3 3 5 a + � s . t 2 24 36 9 ? k4 at 56'o.c. ;'<5 at 48'o.c, i+6 at 4ii"o c. _ 24 2 2 3 3 a : ; 1-2x6(flat) 9 (1 $ -£ 3� .$ ,r; 7 ll' r b S S-11 5-6 s -1 Mazirnum HeadarrGuder Spars or I 7i #4 at 32'ox. yG at 3k'",1. . rat n-16'u c. 5.12 24 2 2 3 3 a S 6 b 2-2x4 floe 9 7• ti - Couamon Ltitri ,,♦ L 9 - _ _ 4 5 5 b s S cc,ea ys W.4{)' o.c. �6 at 4U''n c. �7 at 4t:' u, ( 2, ; ., 8-S: :.��,9:.. j: .�•6 :.�:0 .5 ba 26 2 2 3 y: $ 8-1 7- (A-in.} Ift,-in.) h'cr S1. I .nth=:5.4 ,m. I toot 304.3 mm. 32 2 3 3 4 5 6 7 3 y Hetultra Supporting Site ( ) a.�Sortal yhr' Ix:-ype ht or S a:td naaaru ry shall be laid in running;,ond , 36 3 3 4 S 6 7 8 1.2x6(fla.; l3. 4>�:` ':'?<irZ'�8 •"-i l 4: i l0-4 4 6 4:• [i.-in. I Tahulaletlheaders ails,sA 'bg Cd:t+it�dmlietlb 0.9f'ftsc ,il3ipgpotfQgpC�t(,YartlbuL$`feCtg('buildirgcamtrs. _ .. - .�. � ►y 2-2x4 2-14 2-1 ]'8 , w y „ Floor On b.Alternative rein bur siu-s and spacings having an aivalcnl.-ubs-sectional area of rc.nfrxoerriml per lineal fool of wall.hail N .met v 3 - ,„�w:':..� "r--��•?+�aa�,`t�` ,",€�. R�i.y`.;,�!`''iCy'= ^�wg^"�t�'-'r" v....ao•q.4.$;r:rH,c<s'�' M provided tl:e .. ,. ... - •� - ' Tabulated s _? ts nxs 2 .c*t (Center Bearing) 22x6 4-2 3 1 2-6 spacial of Ilia rctr.•t'rrcement does not tatted 72 itches. P pain I M 12 1 1 2 2 2 2 3, Po3t1Y,. :4Q�d� 4nr4� '� 4,.•. v. �i�"t»'." p�< , .� 34.,.,..6 �; "� ,�.. -,'a .....,'�» c,�: ,.�>r'� „�:��t 3-1 l 3-3 -, , 16 1 2 2 3 3 4 4 �y c.\`u::ival reinfn-crment shall be Gradc h0 min-murn The dis4:nce fm n clic°act of the soil side of die wall:c the center of vesical coir ronwinent sh3311 be zt least 5 ' Tabulated h �.. itailltclghi .For oth�Ct+aglt 3ssuatr tl{ll +ttrt stpans shs:l be divided 2-2x8 5-4 b'Ili!10 ir3}� #• �4'se Y '':.� 7 ?; �,� t 4 i� ti's ?, 2 lzlb b 6 4-9 3- 11 U'5 i,cluLi 20 . 2 2 2 3 3 4 4 I_ 24 2 2 3 3 4 4 S <•6 q-7 d S)I JJ-.,es a.c i yr_ura:;nc;w::.i:lie L n,:ier-S.:il C'zasificaunn iy;:z:,.Rc.c:ru Tdlae R4i.,i 1 2 2 3 4 4 5 _ 7 -G i 28 22zLa � I nn:'lir.ceJbuc.:::..lsii•Idrtrexit-'.erecceir'.,cighlur'thuct-errerandac[enetfinis �m:.n:levels.\4herea.:uu.:ru:;,u,cretas,al- �p-ovidrJ.thecnlEzlarcra ' Tabula:cd values'ai'e based on'ir2�'trrude Aeui'Ftr,and arc app:icablc to species wsth equal or greater Pr an E frn:t:lac a Zxg 6-8 4 lu 4.0 Supplemt:„ ent(i. Douglasfe Fir-Larch,Sop;hern Pin ,or S? �: rue-Pine-1-'irj. „__ I• cklill it ig:u chill be.:,:u;LruJ in r the et:e:,ur ti::rsh Kr,n ,I'eve!to ne top of the ut:u:iur u e rate;lab 32 2 3 3 4 S 6 s "hr number oft'ull"height skids require a-sac'.,end ui thr.he:ade:ah:tll be de:erruned in accord ancc with Table ;?lC' 3-2x1 D 3- 1 G•0 4-I 1 3-2x12 9-5 5.11 5-9 _ - . 36 2 3 4 - 4 ` S 6 f c - l: I 1 I -2 2 2 t 3 - 4-2x8 7-R 5-6 4-8 Table 3.1 Nailing Schedule tb r -' . 1_ i .=i , . - s , ; 4-2x:0 9-4 4 6-10 5-8 _ . 4-2x12 10-!Q 8-0 6-7 - 7-13-12:12 14 2 2 2 �3 3 4 S Maxie-4 Header/-10 r Spann Ica Oluod Number of Number of Joint Description Common*!ails Box Nails Nail SlQaeing _ = ,s 33 2 2 3 3 4 III Sire (ft:m.) lft,-in.) (R-inJ _ `> .: . 36 2 3 3 4 5 6 7 Li . . . .. - _ ' � 32 ? 7 3 4 7-` d. i Stet fbui:Ji^ s: 2.6 Cabulued connection recurrements shall be pertnined w be rnultipliert by U. for frarJng net located within e o g 3xS,500 5-4 3-3 Rafter to Top Plate (foe-nailed) (see Table 3.4A) (sae Table 3.4A) per crafter tort cls • "w =''='-=_- 'r - 815 6.6 4-1 3-2 Ceiling Joist to Top Plate (Toe-nailed (see Table 3.4A) (see Table 3.4A) par j joist Ceiling Joist to Parallel Rafter (Face-nailed) (see 9A) (see .9A) hh lap -- Tabu lst:d ridge cunrecuon loads assur ne z but d:ag located in Exposure C. 3x8.250 8-0 4-11 3-10 g Table 3 Table 3 sac 4 5 Ceiling Joist Laps Over Partitions (Face {see Ta6te 3.9A) (sue Table 3.9A) eachh lap Table A-3.4B Uplift Strap Connection Requirement s - Exposure C Taoulatca cunnc-r:;iun rcquirc;ncr 3 am l+uyud on tutal upliA minus 0.6 of the loaf i"a nnbly&-ad load(0.6 x:U p°t). 3x4.625 9-4 5-9 Collar Tie to Rafter (Face-nailed) (see Table 3.6A) (tree Table 3.6A) per tie , fs P p 3,; a P 8, p y - _ .Ky �,", •-t ' . ,I -� - 6-7 5•1 - - Tatu:ate!conucticn«q;ri:emerts zne based m e t_.nci ridge;xa s acin or different nd a strap spa.ins •nal:: t r 3z1-�� to-e Blocking to Rafter(Toe-nails 2-Bel 2-rod eachhrnd (Roof-to Wall Wali-to-Wall and Wall-to-Foundation) d) ! f abulated values oy the appropriate multiplier below' tr.._ 9 -nail 2 l6d 3•l6d eachh end , -a , _0 7-5 Rim Board to Rafter(End ed) (Prescriptive ,r 16 1 v 2 4 48 L2 Beige Strap Sracln Tin 12 8-3 6 4 `' j Mult,p!er 6.40 !.33 1.60 '.CO 4.00 3x1...376 (Prescriptlle .Alternative to Table 3.4) p 1; ,. 3x13.750 13-4 __-- _ - . . a 14-8 1 7 U t r When he tabulated n:mher of naits r:equtree m asci end of the strap s equal to t ane It a framing is atached:n ucorcarce 1 , Top Plate to Top Plate (Face-nailed) 2-16d 2-!fid per r foot +x L6.500 16-0 9 10 with"i'ablc.t I,the ridge strap and adMrtor.al mailing is nor required. Top Plates at intersections (Face-nailed) 4-16d S-16d joints-teach side Dead Load Assumptions:Roof,Cei:ing Assemb:y DL= 15 psf e' g q -.;Y, •''� �' 1 7 n 10-8 8-3 2-16d 2-16d 24""O,C s When a co.lar tie s used.n lieu of a riidge s:rap,the number of 10d common nails regturcd in each rd of the collar tic nerd:!Qt 3x17 8.5 Stud to Stud (Face-nailed) Three.Second Gus:Wind exceed the tabu,ared mir.-ber of 8d arreiwn alis m a surd strap,art r cumhr et '?d lin•nal c m each end c•t rhe.:,113 rr 3x 19.250 ❑ 11 -6 8-11 Header to Header(Face-trailed} I6d 16d 16"O.C.aldoag edges 85 90 1 UU 110 ]20 130 t n0 150 "'.:': •k;, '' 3x20.625 n 12-4 9-6 Speed([Ia h' need not exceed[ie rabalalcd-umber of .IIA bnx nary In a stet.tnap- t c 13 2 Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.SA) per stud A<; 3x22.010 10.2 Roof Span lumberpf8d t�rrmonNailsor10dBoxNails Table A-3.7 Header Connection Requirements for Wind - Exposure C ' 3x23.375 0 14-0 10-9 t4 ,4 Framing Spacing(in.) ( ) x ?# t a ,♦ Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-t6d 2-16d per foal Strap 9x24.750 0 14-10 11-5 Blocking (Face-nailed) Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Silt 12 ' " r '-�' f �3� ' 3 4 neadLoad A�sumPtions:ReofiCeilingAcscmblYDL=lSpsf 5x5.500 6.10 4-lU 3-7 �. ;° s tt , r' t Plates to Exterior Walls Resisting Wind Loads - Exposure B & C 5x6976 g-7 6-1 4-6 Cz 8-6 iS-4 4-8d 4-10d �raljo� , { z }+ � a * ' 'tn< S 6 85 90 100 L 10 120 130 140 l_0 12 0 ]Dist to Sill,Top Plate or Girder (Toe-nailed) d`` �'� i � t ,�', � y � � �•- T'sree Seceddm h16 t S Sx9.G.5 Bridging to Joist (Toe-nailed) 2-8d 2-10d eachh end ^ `0 ,, � r` * �E e a �a? y�; � x b Wind by ( P ) 5x 1.000 13-8 9-9 7-3 Blocking to Joist(Toe-nailed) 2-8d 2-lOd r atilt end 1< 24 2 e 3 Z 8 3 §," "" 6 6 2 Distance franc To Plate Down to Header a or Distance from Bottom Plate Up to Window Sill Plate(h)to B (T } 4-16d r h - a` ,rr; ' i '° < Header R wrad Ga achy of Connection at Each End of Ileader'Ibs. `' P { ) 5x12.375 15.5 11 -0 8-2 3-16d 28 . Wall Height(x,'h),where x is the larger of a orb Blocking to Sil}or Top Plate(I ce-nailed) each t block 2 2 3 ,: ° 41 t ro <w x4 3r .; 6 i Roo Span 5 an L U" O.0 0.1 0.2 0.3 0.4 0.3 0.6 0.1 0.8 U.'l l.0 5x15.:23 a 13-5 IO-0 Ledger Strip to Beam(Face-nailed) 3-16d 4-164 eachh joist , 1 p ,a r♦ s♦ 1 Ur.♦ L 11'♦ L U3'` L `1r,< L Ur, [. _5x16.500 r. 14-7 10 l0 Joist on Ledger to Beam(Toe-nailed) 3-8d 3-lOd per!joist 32 2 2 3 / 4 5 . 8 ( (ft) 1.P' L U Wall Stud I Band Joist to Joist(End-nailed) 3-16d 4-16d per!joist '3Ct 2 �3 3 4 -S 6 `"" 'i, , Header Span(fl Number f cull He; ht Stud R uircd at Each End of the[leader' �, u 15-10 1 t-3 I 3 2 93 110 1.13 123 15'7 �, ,�05 esJ&4ti �p8 219 315 257 377 298 443 342 p ) b o g al. 8 r5 Band Joist to Sill or To Plate(Too. 2.16d 3-lbd per r foot `:12 . 2 :..: 2 ' ] 3 4 S 5 , " . `, �f' 595 886 683 Splicing(in.) 2-8 �r: _.r• �sr -' ❑ 1 p ff " d 18, 219 227 1 �'� +��� �3��-, -.�� >i4��: 630 Sl3 753 Sx19.iS0 is :� � ++r ., a<r ,«. I �"- ] `,• 77 7 l .ter�.�:;� � _ �. •� 'i' '� - :�:�">*.`:�= .. 3 3 4 �-::�` 'g S :5 � d � � .;?l �5�i'. ts5�1� �'`� `6SG :�4'S, 0 1130 13.,9 it,25 1 l 1 1 t L t 1 1 ! I 7 1 _ a '' v 1' sew« y 6 230 329 zz . g' 4 _-i y, u t 5x20.625 D a 13 t%:,. r �< �,i., ;„',.3- <.i r � " � . . 4 I 1 2 2 2 2 2 2 2 [ t - Ta 1e 3.10 ' F. Vii: 4 4 6 7 8 374 43 " " 1; e031t yA� :jlj; ��0 6 1507 1190 1772 1366 6 1 2 2 3 3 3 3 3 2 n l hiaxin:um allowable headetigirda span exceeds 16 feet,spans are �Structural Panels 8d 10d (� lib ) •-• � -�0 2- 2 3 5 limited to 16 feat. Diagonal Board Sheathing �`'-"" '` '`4"' � `i 12 ,� x - ''" s' ' 1 �` !" s � '^ 8 1 2 3 4 4 4 4 4 3 2 I 8 16 '"�'``� �� 24�w ;�• 2 x 'x. "� 2 3 4 5 6 7 8 10 467 .�� y Y � A ,1863 1488 2215 1708 I asci on p12 Grade Hem-Fir,and arc applicable I"x6"or 1"x8" 2.8d 2-lOd per sisupport •,���',r .�==*��._=•: . .- *` :. -. ext Tabulated spans are based =''- � 2�, �� 3 4 S 6 ? g l2 56 � s ;� • �. - �, � � 60 1785 2654 2049 12 10 1 2 4 5 S 5 5 5 4 2 I t = t s stirs with a ua1 ar cater Fb and P from the Supplement(i.t., l"x10"or wider 3-8d 3-lOd per sisupport -;i �+ o q gr ,. _ ... l4 � :-� .�. _ .. , :g8 ,�.', ,��! ;,,-'� ��J;'� '083 31t�2 239: 7 4 3 l '' .. .,. .._. .. - .., ,... - ''��'.}� . ., _ - 5 8 9 - ? } - 545 2733 I_ 1 3 4 6 6 6 6 6 Du las Fu-Garth 5oull,cru Pane,or Sp:vice-Pine-Ertl. For H3 .•;v�y,,. ,� a ��� >�A .3;r }y 32 2 3 4 6 og , . :w.,-:" '�:.; :�:. f',t",:�r..�.,,_.� ] l 7 wr - 7 7 6 5 - L6 �• �'ry 1�5 `l � 11�T0 �d4` `� � 2380 3 l4 1 3 5 6 _ Grade lumber,spans shall be mal ipl:ed by 0.,5. :36 3' 3 4 5 8 Sd coolers Sd coolers 7"edge c 1 10"field 2 •� � •e1��}� ;�'`�,9, F ��'_ 25�1P #�1�52" 329 184 '-%116�:;219 "4510 2�7,t ;p511'- �Z98 !21 342 16 1 3 b 1 8 8 8 7 6 3 1 Gypsum Wallboard , Tnbtatued s azts assume 24F conbinetion gtulam. _ p ,:: .of _ '12 2 ,-� 2 3 3 4 5 5 6 ry _ .s• ..r�. 4 t :-� +���G S ..' ,��6"` 304 659 367 832: `437 ;j�7� 5,13 1`223' ��95 1441 (183 �u. .<++" •,> ,:.r - P 5�s��s��.r1...r'FiL' =fir '�!� ,�:"'e. _ _ z; .7 .r 1";� 'k'.a _ c s�, .r,. .,,tom. ,• w` ..r "X. rt'4L" r, `f' , , 1 1 1 .x t" r �" �' ,�" h 7 21 ..S 2 I 1 a Eloor'oists -�,,._ 19 , +� -- � Z�-4- �:893 6� ]0 . 1 1 1 ,, assume headers s orcin'siuglc rF n 1 ,�, " -•->t'� �fMc,? ' ,�,1 ;�`t�, a. ' '� ? _ _ � Ta�.tlated spa^.s uPP 6 _ .�.k 16 2 2 3 4 5 5 6 8 6 '- " Z1;,+ y���' -�� `'•511 455 936 551 1_48 b5ti .Y53� ;�.tr4 :1 ��• 4 l t 1 2 2 2. 2 2 ! 1 For headers supporting continuous two span floor joists tat ulnted Structural Panels Sd 10d, (ue Taable 3.l 1) 6 1 i i 2 3 3 3 2 2 t i >�•,„ .<'20 2' 3 3 4 ��:=�~.K. 6 ', 0 $` t � 001 607 131' ?35 1663 $��� �t3d '�1d2&' 446 1190 2RR2 1366 2 2 i spans shall ba tnul:ipt.cd by 0.89. Fiberboard Panels 8 1 2 ? 3 3 3 3 3 _ ♦ required at each cud of.he headers al!be 1 „ 6ds 3"edge{e/6"field ` "' .y h y 1 24 a \ 16 The manlier uf;ack studs req 7 16 19.2 ='?E1 {' 2 3 4 S 6 : � �I ^°�- 9 '� ' 1251 759 IG4G 9I8 2079 1033`' SO l2R3 3057 1488 3603 1703 10 1 2 3 4 4 4 4 4 3 2 1 a 25132„ _ 3"ed e/6"field `•"%�' "�" � '' y- -.gid'^ �„,`�;-�, : ,� ., �_ � �` 1502 911 1976 1102 249.5 1312 3059 1539 36G9 1785 4324 2049 ,, "` ^305 1_86 2911 1530 3569 1, Sds 8a s4 *�. rs f.; � s �`? ice' ," K 1752 1063 7 dt, •a r' T Ir t 240- � 2i`� 3 3 3 4 5 � $ 7 96 4280 2033 5044 ..391 12 l 2 3 4 5 5 5 4 3 2 1 6 5 4 2 ] Sd coolers Sid,coolers 7"edges/10"field y 3 ; 3 5 67 r�= -' y 14 1 2 4 S 6 6 G sum Wallboard ,. i,,, x:- x " . 2 - Y'" `. ' � ,.- - #,fir'^'�� - 4 r'fi.,r �• '„ � ,,;�:=f4� �, )�;, "�� 1 �34: :. 2002 1215 2G34 1470 3327 1749 4079 2053 4892 Z?HU 5?GS 273? 16 l 3 4 6 b 6 6 6 4 3 1 Table 3.24C lack Sttud P..equiremeints for Headers in Interior Loadbearing Walls Hardboard 8d 8d (seeTSabte 3.11) ;k:<36 ' 3 °4 S b t, .i;st`;.` F - g> 1 1U; r y 2 7 849 298 001 342 245 2 345 152 455 1R4 576 219 7U7 5 2 1 1 1 1 l t 1 --- Particleboard Panels 8d 8d (see malanufacturer) 1. „ ,-s 7 8 rr ' r ``• 3 1151 437 1414 513 1697 595 2002 663 t 1 [ I ,� = 4 1 1 1 1 1 1 I 1 1 1 1 '1Z Z . ? �3. ' -x $ ,,, -�,., ,��-� # �", �' �, ar t . � •d 690 304 910 (i7 Roof Span(ft.) 26 2 .r 3 4 tS i Y '7 '" 8 9 1034 455 1365 551 1?2? 656 2121 770 2546 893 3003 1025 i' 6 1 1 1 2 - 2 2 2, 2 1 1 1 p ) Diagonal Board Sheathing 2 l 1 l2 24 36 1"x6"or 1"x8" 2-8d 2-lOd per r support _ ? 8 1 1 2 2 2 2 2 1319 607 iR20 735 2303 874 2828 102b 3395 1190 4003 1166i WAD _4 l"x10"or wider 3-Bel 3-lOd per t support 20 3 3 4 ^S , G $ 9 ? 1 Header Width 2q 2q 3 ,- 5- -, 5 -- T r �3�y 36 ( 1724 759 2275 918 2879 109 • 535 1283 4243 1488 5004 1708 1Q 1 1 2 3 3 ] 3 3 _ - x avin ; ,ir't?' 3 ;e,. ' 4 r:. x '-. 7 7 J 53 5092 1785 61105 2049 n n e •, . ;.?;,% "'cs .'>e-'a. +i +ro'+ " -a. r..4r.rr' _ _ ' ' � �: � ' ••, - 2069 911 ..730 110.. 3454 13�z, , EAST END DESIGN ASSOCIATES, LLC _ 2 ] 3 4.S 5 6 3 4,5 � Y 1: 1 2 2 3 3 3 3 3 z � xrr+,..... ,: r .R 4 S ., g s c n , 2 4-2x 2x 3-2x1 4 2x 2-2x1 3 2x 4-2x 7 , 8 r is s r r 2 3 3 4 4 4 3 3 2 I 2-max 3 x 't .. .. ) . ' i5 ., =.� 4 t: x`i 14 1 Structural Panels - 4 � 2414 1063 3165 1286 4030 153Q 4'��P ;1-r93 4-1, . 083 7006 ..39, 16 1 2 3 4 4 4 4 4 3 1 1 8d 1Od 6"ed;eie/12"field 32 3' 4 6 9: ' 11 1"or _ x , „-� , - _ - �, � �„ 7 2733 PO Box 1675 Hciadcr 6"ed e/6"field 36 4 �';S. : •5 '. - 8 1� �� �`'� 'r` ���'f•��_' '`�-`59 1215 3640 1470 4606 1'rd-9 �'�6 2453 •t�'T$9 .230 3J0. 5130 Main Bayview Road t of connection of t1.e lu or bottom late to each full F.e' hr stud shu:l be-• tis!to the r:nit lateral marl(�uj f iveu on Table 3.5 Header Supporting 1\timbtr of Jack Studs Required at Each End of the Header greater than 1" tOd lbd BSB = � a r �� �� � •1'hc capacity of p p g r•{i - U Cnntf 1 fE Q�'',� � -: ^• �~�;�� -•.t`�e a� . :"x x?.,��, �'s� Southold, New York 11971 � � •'red number of 1'uiL height studs NFI selected from 3 23R Spam{ft') Diagonal Board Sheathing = times half of the hear..er spun(L�)divided by rbc:equ gh ( 1) ' Prescri .:ave lim•tc ora ha,ed nn ass'.tm tions it TAble 3.4 ' l"x6"or 1"x8" 2-8d 2-IOd per r support f p L C'otine���, �O{ a,•a1l). ,fir" >,. �,�c,,ax� T s hK sa .�- 4 ' f t'l� rt •- � ,,,+� � t !� � 'r� �� r a.�,.. phone: (631) 765-1862 Tap or 13ot'om Flare to Each Fall He:ghl Slid Connection. w+{L�2)'VFH '2 1 1 1 1 l I L 1 1 1 1 1 3_gd 3_ItOd per r support Tal^u',mzd uplift connection rcgairements assum= a building :oca:ed in Exposure C. .` r, q � {,s r„•' _T , t. r; " i"x10"or wider P pp° '� I 1 � 'r� - ' � - t "'a Mated u lift -' �� � $,`$ < �`efit�tttet(;t0�H7i1•tttpfi�d lay�.'���n��;9�;ftp �ttively, for framing fax(631)765-6820 44 1 L 1 1 1 1 L 1 1 1 Tatu"sled uplift com,ectton ra uiten:ents assume e twatart r seeing as;emh y decd load nt , pa"(O.rC x 1 S psf- r psi. If a Tabulated p �, k. ; ,,�r«x <\r• z t ,� - s� air � r k`.s E-Mail' CArm8888@aol.Com � t e anal edge.If wall is nailed at the p g � � -4: s,.,r: ,<.L='g;!�=,;•.-': •:s'='*'a';�,'�',..,;-:x,,:;:,;-�:°,',-.�>`�'.s;�:,,;it�''";i.•�;3zr Nailing requirements nailed the p g B � • � �t:r. _ ., „.r,,,,,, .-�t,�-rfs..�:v ,:�y.x-._,•.,,,}:--,:.�„>�°t-Q•:s.:,,�., l 1 2 1 1 1 8 q g e' n c r'at i o I' asstrrb: is not connected to the too'assembly,tac'abulatcef Dwr_bzr of uai:s shall net located within$ , h s q,, „ 16 1 l 1 1 1 1 c elm s_r s not trscnt or if-he..e.to - ,.. s .-,., ., panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate comlectonrs;such as shear S Y P R ) - .t••!� ..Y�, � i-r�?'�--:' ,.,,:�;,y� x *. „_ -��•� :...-1-.�•:•<,,r One Floor Only $ 1 1 1 1 2 1 1 1 2 2 ' plates,shall be used to maintain the load path. be iucre:aseJ by I nail dt c;ach end of the strap. Tabulated`raII11II Iva Om 2t6�t�;�7Cp",45,'t�ttt; •p y �, ~a�x°•�,ro SHEET NAME: - 2 t 1 3 2 2 2 } 8 �. _ �,":, . � � , ', ,���.,. ...�;~ T��• Center Bearing) 110 1 1 1 1 2 z v connected members the tabulated number of nails shall be permitted to be reduced to 14-16d nail per foot, t 5 s Tabulated uplift mquire G iiwl ��1'ts Qy6 x 15 sf=9 S --Double Top Plate t $. When wall sheathing is continuous over Minimum ASTM Grade 33 stet.trap, ___._ _ ,; �, .. �'F(c"A -�" 1 1 1 1 2 2 2 1 3 2 2 2 a ` - 112 Corrosion resistant t 1 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements, a Tabulated uplift!nada are sp C _ ' b :�ts�r1'�s$�'f'n$ I, is `vO�Ctl�tl�A$''uQ�t��fbads for headers supporting a 3 3 2 Table A-3.4C Rake Overhang Outlooker Uplift Connection Requirements ''�' � 14 2 1 1 l 3 2 2 2 2 4 3 3 2 Exposure G floor loads,the tabulated uplift „` 5, • ��� y.-��:Qlf''trine!!';tfielx�ader span for each fiill wall;shave. - - - 1 1 2 1 I 1 AMERICAN FOREST&PAPER ASSOCIATION � - ���� ��,-:.��::�., , • �-4-,�b� - __ GENERAL NOTES ` -s_ 4 ' ' ' ' 2 ' ' ' 3 '- 2 2 Talar® A-3.2B Bottom Plate to Foundation Connections (Anchor Baltts) Resisting Table A-3.8 Window Silt Plate Connection Requirements for Wind - Exposure C Hee der 6 2 1 1 1 3 2 2 2 4 3 2 2 - i Two Floors B 2 2 I I 3 2 2 2 5 3 3 3 Lateral and Shear Loads from Wind - Exposure C "r1tree�e:.undCiusty:i;id 85 90 lJ0 110 120 :30 143 150 Full Nelght ,, Sparc.(mph) Stud Sack Stud (Center Bearing) 10 2 2 2 1 4 3 3 2 S 4 4 3 (Prescriptive Alternative to Table 3.2) 12 3 2 Z 2 5 3 3 3 1 5 4 4 _ •autlJcker Sp^ting'i-I.i Uplif.Connection Loads tlhs.;'-''` Three Second Gust Wind S SS 90 100 110 120 130 14J 50 - - 12 259 291 359 434 ill 60h 703 iU' pe rd(snph) __ Window _ ���\ h 14 3 2 2 2 S 4 3 3 B 5 5 4 ,7 x a r c lb 34F 337 4'S 579 589 50<. 9_ !J75 _ tiviutio�.e SiL' Span Require:'Later_I Capacity o.Cnuuect:un at Fact- Ent:of Silt Platte - :- 16 4 3 2 2 6 4 4 3 9 6 5 Ther Sccend(lust 1\'intf M1 Where the number of jack studs equals 1,the header shall be permitted to be supperttd by a framing anther attached to the full- 85 9U IOC :10 120 130 140 ISG 2a 518 551 717 668 L033' 1212' t4i}F' l6t I' f8.1 WindoH Sill Plate(lbs.)'' height wall stud. Speed Impel) 3tinom Pl:�:r;to Fourdat:on Anc:zor t:zl t ' Tabclatc.d Jutlue:<er uplil-:cunnttaiuu leads assume a building located in Exposure C. 2 ]Ill 123 152 :84 219 251 298 342- - a An equivalent nuinhe:of full height satds are permitted W replace jack shads,when adequate grzvi y conneeCons arc provided. n � Belt Connection Res.stu: FoLndation Supporting Maximum?-ne zor Nott S,ac.n la.t xbutat.d J�_[lJeKer u itt connection Leads are based on�foot overhangs. For overhangs less than 2 feet,:abuLtrJ•..tri r, I S. T_ p. S a 4 219 2-16 304 3ri7 437 513 595 633 I �'^ b _ __ _ l it"Anchor Bolts hall he pemt,tted to be multiplied by'[(2'+011)147f (OR measured in ft.). 6 329 359 455 551 656 770 643 1025 ALL FOUNDATION REQUIREMENT TABLES ARE FROM I.3 slants 30 For ov:riiangs located:n Zone 2 per the figures of Table 2.4,tabulated uplift toads shall be permitted to be m al:iplicd 3y 165 s 439 492 607 735 874 1026 1190 '36,6 fate Al:,nd shc,r Loads 10 548 613 7513 919 109) 1283 1488 1708 " Sr8 Anchor Holt; Uutloeker length shsiil be limited to 20 inches,. Bottom Plate �' -__,�' � ti � TI-� RESIDENTIAL CODE of NEW YORK STATE � - •-' J _ 12 658,- 738 911 1102 1312 1539 1785 2049 ` 1.3 stories'_ ' " '`- • 4S ' i4 `. 768, 861 1QG3 1286 1530 1796 2083 2391 : P-cscriptivc limits are basad 4A asstuuptioil@ u1•' aa(e;3,2 a' < r f t �- ;" o.c. Nail Spacing 14' 769 961 1215 1470 1749 2053 2330 2733 - 'aV1,ea anchc: ,,Jit;err ilsCti to trosist uplift,,luleral,an�shoes liaad�the inaxltatt�,$gchot halt spacrm8shalI not GYtcei',the li lesser of the tabulated P g -- L o n n ee do n per S ee lion 2.2.2.1 &2.2.6.5 -- t '='.Tabulated u�Iiftaittd tatci-al cumieciion re.Z,:irements slurp be - _ TABLE 4 .1.1 1 v:t',urs Tar up:i=[loads(Table s.2�)_orlator8l anc!sh„ar'[oads;(Table3.2B}, Fut other anclaorpot(_limitdttuns-see,Settlor.; ;;.z 1.7 nnc 3"?. � � / r--- 4' Perimeter Zone '`permitted to bo mulltipticd by 0,92 for ftaniicg not located K•iWin 8 , PLAIN CONCRETE AND PLAIN MASONRYFOUNDATiON WALLS M•"'' - '"•''F" •"`"�' � f" {♦ r ; ,• t' _ TabLlated anchor bolt spacwo osis lateral,14M oar itiads assturle wa.1s ale sheathgcl in acttsrclartewitb.Seetion 3.4.4,2. F Fe-othcr'kzll 1 , pane 1 fie Id nailing fret of bislang cornea. i I PLAIN CONCRETE MINIMUM NOMINAL PLAIN MASONRY'MINIMUM NOMINA_WALL � , t'v flit; iattd tantharbulf's aCln sbtill ba divided b'she A oro riatc.ShCatl�in' ad1tstinglit:factortnTTablc 3.17D,but III-rJ I ! � - '- z ^'`. Tabulated framinglload_ assume a bu:ldine loc:a:ed in F;xposur+e C. WALLTNICKNESStinchesl I THICKNES5flnchcs} l shtat:lir.S ,'pas Tabu „t• 1?. $g a 5 p. p b�'?� , _ L �f , ENGINEER: SHEATHING NOTES: � r: c•asrshr.la:t,hurboltspacn�seXcccdbfectoiiceat4r,' • � k `.;, �\\ � �' 4' Perimeter Zone E E � AILED 1N ACCORDANCE WITH THE MAXIMUM - Soil ,• r � - - ALL SHEATHING TO BEN MAXIMUM WALL N A GM,GC. SC,MH,ML-CL SC,til i.ML•CL For tlarcc second gust.wiaGi.sp4Lds greattt than lOQ pll,wit:'a tabulated latera,va:ue:runt Table A-3S.gresttar than?h2 p pit,latera I cewcctioa, / r panel edge nailing r eij� Gj�'D /� •�fi' NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER u B LANCED - v HEIGHT BACKFILL HEIGFi'T< GW,OP, SM.SM-SC and inorganic GW,GP,SW and GM,GC,SM, anc Inorganic •'° � ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (teen (feet) SYV snd SP and ML CL SP 3M3C and ML CL shall to 3etz:nired>ael t7 alto 1y8d8 fit0tu Table,ii, : `;�,' ,,` JAMES DEERKOSKI, PE (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 4 6 6 6 6;nfidL ar K 6 sol;dd or 8 G so11dL ur 8 •. "-'- �''�} P � r# �t��,���,�� c `' r" � 1. � ��. �•..��. � ,-�r �.� • �F �� r � Professional Engineer HIGH WiND EDITION. F o 6 6 b b solidc or 8 8 .0 d �_Y� � (� A. Lesser of _ -� i I I d 6 6 b 6 solid or 3 r:scLd ur S ri solid=or 5 r t r i. ^{� � � 260 Deer Drive ' (1) SHEATHING TO BE NAILED TO CCA SILL - --� (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 6 5 r, 6 6 G solidc or 8 3 t`• i ! G 6 xs 4r 8 ICT �.� L!2 or 2' �� 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTiC TOP PLATES '. tvlattituck, NY 1 1952 ( ) i I 4 r: G F 5 solid'•Jr.• 8 Y . 4 SHEATHING TO BE NAILED TO TOP PLATE j n b t3 5suid1or•s i'� iu R\ r 631-298-7116 ri n 4 8 IU _ lu»tiJ j •• Required `r '� , ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED A MEET I 8 t ]0 - 11 C.;uLd' l ;olrt3 DE OF NEW YORK STATE, G 5 e tistaiddorR l,solld-o13 a _ Bluckln ! '-- 'Minimum 2x4 t7utlooker OR EXCEED ALL REQUIREMENTS OF THE BUILDING CO I ` g - �° AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) i c ti ti 8 Fn+,!Iti'',irR i0 I? • (WFCM) FOR ONE AND TWO FAMILY � I � to lu I2 L � ^'' OWNERSHIP AND USE OF DRAWINGS: W000 FRAME CONSTRUCTION MANUAL ( ) J lu 12 2 1 -mut ate. Gable Fndwall DWELLINGS, 2001 SBC HIGH WIND EDITION. l0 ii l2 � .0 sc_dd 12 solidc rear[•i tc. h � ° These drawings and specifications including the 4 b 5 f,;oLJd ur S 6 solidi lir b - ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO 6 i9 10 I- _ " " • ideas, design and arrangements represented GABLE STUDS (SEE LAYOUT). s . ;. �,b ~ ' ._ therein, are the property of East End Design - � Associates, LLC. No part thereof shall be copied, 2 I_su!id'1 I F..ulnutc'r - _ ' z . ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. _ f 1C l I - disclosed to others or used in connection with : ?,clic'• :?otit:e c I Fruuu"Ir r• y .a 1. �:ia•,.��� ' j rooter.=c ��.�„I:'c•,I�: r�„u,�::r - � any work or project other than for which they paw.d,::r,..ir,n:int:=o �;Na, have been prepared without written consent of NOTE: East End Design Associate LLC ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO •..t.rcr-het br ..,�r tit a<ar J,ndx.�n-v e-a. hr I.Id.Il.Lglllllla boGJ.I.R Ti i-ad nal c•� :n5.,ur:.it..ts,rte perrtin:^c�.,�pt v,hr-:_ilii•vr,c n_:,;u,d , - -, , E SI n S, HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED .,al,�cse„.ren ca-riiar.�r•a thelia JnitlrJ yin t fa.a i�at..n5ysrr.n.Rekr w-'.:hl� AMOUNT CALCULATED FOR EACH CASE. nh;.1n_:A:a":.tillhr�rl�l'��.i.•rl�tterr..:e nhc:3h:.::L:ecctceuranr nrrr,r�nrs.:�ro_uJ:c',•as `.Vht-eammrrtorca,_reee,.:.'cup-r,',r.��d -, i•n.,lac,eJ -. ' ' • NOTE: .I nri_ht;t .1 he uura>unJ-. 7'2n fled rr t 14 w:a I.ect to thr rep at:;7e uaei yr cu::;re.e lab PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS 1 ��. Ju"_tedh:.lio.; umnscrscl:Jnusc i.unri PROJECT N0: SHEET INDEX: REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, ._n:.uxu'�n,lull h:_ i;:or:tznc: ,I:: Fal;PACµ.:. I.in e.ira'>n sha..be L: idc�. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) j n .rry.irrd 886-2005 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO t•. I h,,mess mag be 5 inebres.fr:,•:'Jed minmtur. ;:ec.t:eJ c:nnrrcszicr=_rentth of eJn::ete.f.,iy+.000 17;1. DRAWN FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CMA SCALE: ., 1/41# 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: ALL TABLES ARE FROM KOFINAS THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS RESIDENCE 2001 EDITION (PRESCRIPTIVE DESIGN) 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Table A-3.12A Roof Sheathing Requirements for Wind Loads - Exposure C Footnotes to Table A-3,15 Footnote to Table A-3.20A and B Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sili WORKNOTES: g q -_ -_ Plates in Exterior Walls Resisting Wind Loads - Exposure B & C (Prescriptive Altemative to Table 3.9) Ta'Julated attic floor or cedinglen rc uiremea:s assume shcathiii continuous fraw ab.e-end to aL_.-etid. 1•or an att:c dour Jt ced.i, (Notes shall be considered typical for items identified and length q g 8 >= 5 'v`.aximtun 3t'.2d lengths 1n labLs ?.QUA and[3 arc i:a.eed i,7 wi+id loacs- For diad and:iv.gads, stud 1_ngths shall be shall apply to all some and similar conditions or -- - -- Thrcc Second Gust Wind Speed'mph) 85 90 :00 ::0 120 120 14�1 150 PP y - - - - - - P mP hraci �n1y one gable-end,the adulated length requirement shall>c permirc to be mi aiplicd oy 0.84. In no ease Shall the length limi'ed to the regcirements it the fol.ow'ing table: Distar:c•(c from Top Plate Down to Header(a)orDistacce from Bottom?late Up:v Wihdov,Si.l Plate(bJ to locations; all locations may not be noted.) Dead Load Assumptions:Roof Assembly DL= 10 psf requ-cement be.ess than oue-third Ut t:te this:, we�C:wuen bracill[2',+d-la :UI 1�y7�LIIl l Ct1lll�Kti Ur UnC-t}.lyd u:U7e distance f+-attic,'Do s or Wall Height{.+c7i),where x is the larger of a or b ceilirgs sheathed with structural s'hcathing. 0.0 I U 1 I 3 2 1 03 CA 1 0.5 0.G 1 0.7 1 U.8 I 19 1,0 Roof Live Load I Ground Snow Load 9 RITC71JRAL SIiEATKNO - T-•)•.hated unit 1,nteral loans assume a building located_n Exposure C. 2x3 2x4 2x5 2x5 2xg wall Stud -- -- -- - - - :Icadcr Span( t..' Number of Full Height Stud Required.it F�7ch End of the Header 20 oaf 30 psf 50 psf 70 psf (ton dimension-cress a or more supports, T^'.r,tlared untr Inreral longs are based on S foot-will height3.For Uhler wall heights,13,the tabulatec'incl ltateral loads sriall be multiplied Max int ni Uns'.1 urged Stud Len Ln(P_. Spuctn8(in.) Roof Span ft. Rafterd7russ Spacing ,. by Hl8. - 'Q 2 l0 t0 2 1 i i i I 1 1 I 1 l P ( ? Minimnrr.Pltnel Thickness tin.) (inches,o.c.) Attic floor or ceiling diaphragms are not xquired for hip roof sys:c ns. Loacbezrin Studs 4 1 1 2 2 2 2 2 2 2 1 I 12 24 36 12 24 36 12 <4 36 12 24 36 _, g` hlazt u - - -- 12 i.8 3!8 3/8 3/8 Ti:bulate d gyFsur:ceiling requirements shall be permic:ed to be multiplied by 0.78 when ceiling ftarrung its spaced at 16 inches �.:, or less mum Std Spacing(in. o c.) 6 1 2 2 3 3 3 3 3 2 2 11 5 ortin � R 1 0 Rafter Spacing s^`'e Table A-3 17A Se mooted Shearwaii Endwal! Sheathing Lengths Requirements for t2 3 4 4 q q Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection" 16 � 3A 3i8 3/8 T t (in.} . g Ito of Ceilin s_ i t- ^ 24 , 24 24 24 Io 1 2 a S 5 5 5 5 4 z . 12 4 7 l a 4 8 12 6 11 17 R 1 S 22 19.2 % '' 7;16 7/16 15/32 " a Wind - Exposure C M l 16 5 9 13 S 10 15 8 IS 22 10 20 29irlzwl- 1""w1i Y Slr32 i5r32 IS/32 t`- t�Q 24. ?q �G 14 1 3 S 6 ? 5 7 6 5 i , 3:12 'Wind Perpendicular to Ridge) i'Fiuo S v ^ - - 19,2 6 11 16 6 12 l8 9 18 27 12 24 35 _- -, -_ ___ - _ __ _ 16 Roof,C,'a111n '&r lEltl 1� . t, ^ I i 6 i 8 3 R 7 b ? I fi Fpµ , 4� r.r «. 1 � 16' 24 �� 1 1 1 1 1 24 7 13 19 8 15 23 11 22 33 15 29 44 "` ` is 91 I0o Ito 1^{} t3U 1»i) ,1 "' ,I 2fY * 'r - 4 ? I 1 2 2 2 2 2 1 > 9 9 l3 6 I I 17 av idiaA oi5 r64x ` Three SCeund bust Wind Speed tmpn, f5 ) - 12 3 5 R 3 C 5 �flT3Ylolt:ttl t18 s„z. ., ;2 I ` , 1- r1 , 3 t 1 ti en th of E ut1 Hcieht Shhcathin oo s w , ,� ,, • � 16 24 4 8 1 2 2 3 3 2 2 l 16 4 7 10 4 8 12 6 1 1 17 R 1S ' �° °' r c -'r-a diaim'sm L _ B •2 Rafterr/Tr"i ? .<�. 1 ButJdingSidewal: g 15 1 2 2 3 3 3 3 3 2 2 1 » 7 r ylinimum CSS£1n5}.�s = �w� Shcar Wall Line Bcncath 1 19.2 4 R 12 5 9 14 7 14 20 9 18 27 (itncdt,�,$ t nn�tth L 1 R.1 on HutldtnQ End 711,W I tt t'"'''„ j _ _ 1 4r `� , r 10 1 3 4 4 a 4 4 3 2 1 r r$n•, , wfi F. E : 24 5 ]0 ti 5 12 17 9 17 25 11 22 33 ,.• - Roof,tvet�ing, Y r tu£ �• .16 24 t2 rI J' c g Roof&Ceil n ,2 1.6 1.8 2.2 2.6 3.1 3.'+ ;.y : .4' , ! i 5i8 5/8 r .raw y mow: I 2 } S 6 G S 4 3 I F 5 3 S 8 5/8 a 5�8` d >t �r s Maximum Ur_au tied Stud Len tli ft. 1 t 4 6 5 4 2 1 12 3 4 6 3 5 7 4 7 10 5 9 1411 g i's SIR ;l4 ;/4 3;4 - - :6 2,1 2.3 2.9 3.5 4.2 ».9 ti' :* 16 1 3 4 6 6 6 6 f, 4 3 1 i 6 3 6 $ 3 6 9 5 9 14 6 l 2 18 x; ryI. r4 3;4 3/4 e/4 - - _ ? 5.' n.l ' I s ! r °zt 7 10 14 16 s 4 OC 20 2 I I I t 1 I I 1 l 1 t S;i2 20 .6 2.9 3.6 4.4 19.2 4 7 10 4 R 11 6 11 16 ? 14 21 ;; r = _ _ . Non I: ". I ring Builds biax:m'tm S ud S act t (in.o c.) 4 1 1 1 1 1 1 1 1 1 1 1 ' i. � � - _ 24 3.1 3 S 4.3 5.2 6? '3 i 5 ' ' 1-=') 16 24 24 24 2� 6 1 1 l 2 2 2 2. 2 1 1 t 24 4 8 12 5 9 14 7 14 20 9 l8 27 "r^ - '"1 4 �; J x 4 8 I 1 2 2 2 2 . 2 2 2 1 12 3 3 5 3 4 S 3 5 8 4 7 10 i t w 2,8 3.7 4.1 5.1 6,1 7.3 K.5 49 i1 a ,n �.� y ,'`i} a ^{` t m 4. � �' int` ' z 24 10 ! I 2 3 3 3 3 3 2 1 I 16 3 4 6 3 5 7 4 7 10 5 9 13 'i - 32 5 4.2. _.,4.7 5.8 7.0 8 3 9.3 1! 3 !- G # 4 " - 12 1 2 2 3 3 3 3 3 2 2 7:12 "' 19.2 3 5 7 3 6 8 4 8 12 5 10 15 6Y� � - ,r` a "° " _ k 14 1 2 3 3 4 4 4 3 3 2 l v�r 'y i� ,- 1 36 4.7 5.3 6 5 7.9 9.4 11.13 !-' l e " � 16 i 2 3 4 4 4 4 4 3 2 l 24 3 6 9 4 i 10 5 10 l5 7 13 19 J 5 2 S; 2 K.7 10.4 12.2 I a = c ; _- /� 40 1 he:apattry of the connection of Uir lupe of hatWr t plate to each roll he ght stud shall be cq:asl to tae 1 n t lateral lc,ad i•a';g,veu un T ble 3.5 12 3 3 4 3 3 4 3 4 6 3 5 8 ti'tom>'_ `' ' * s*�`r tunes half of the header,pan �2 xg�1 tura `. L r- '.3 9.0 10.9 13.0 15.3 i' 1u: p i1 ' )divtdad by cite required number 0f full height studs(NFH)sclec*xd from 3.2313. 16 3 3 5 3 4 5 3 5 8 4 7 IO � R 3 2�f .f"e t. - So t 5 . . 9'12 � i4 �sn t . , +tie #s{• ' t ? . r r--,` Top or Bottom Platen Each Full IIeight Stud Connection -ws(L2yNFH 11 I 19.2 3 4 6 3 4 6 3 6 9 4 8 I2 r � ' ;'� �, 60 .8 8.8 :U.B 13.1 15.b Iy3 2t ' '-3a yM r t2 IS.J 18.2 21.1 11 b _,- rT r a , y 24 3 5 7 3 5 8 4 R 11 5 i 0 15 r - "N&f � 713 9.1 10.. 6 . - k 'f`'`'ww SaK ur 1,a ` . 12 3 3 3 3 3 3 3 3 5 3 4 6 ' 80 10.4 11-7 14.4 17.5 20 8 21 a Zx 3 ;' � { n a r 11:, Y, l6 3 3 4 3 3 4 3 4 6 3 5 8 � Y : ' �w „rte ; xa > 12:12 w Roof.Ceiling.&1 Float '" a.ra , "r 20 6.1 6.9 8.5 10 2 12.2 14.3 a.6 I41) 1. T (` _,,` -Dot�lle Top Plate 3 3 4 3 3 5 3 5 7 3 6 9 { �, _�� , `T_ _ _ _ 19.2 z = l t I !' ,;. `wx r „ ,. x a .9 g 24 7 s 8 2 10.4 1 3 14.6 f. > / - ` - .1. `_'� � < y_ ,,.$ `^;. -_ 1 _� _ 9 4 8 11 r 1, e Y ' ,a 3i f ' � t` Vi i• 3 -',, ;Y�.. `?-;_;;; t. ._ ^, _ ` '�k 24 3 1 5 3 4 6 3 r ' k ., •< 9.6 11.8 13.3 17.1 2U.0 ?3 . 6 ' # Gy^ ria,. r* , ., 2 - _ - Mailing requirements shall be permitted to be reduced 25%if nails are clinched. ' __ gl'' u w) J,r!^ ;ff- r-';:a !"4, , W +` - �' { 2 9 8 1 1 0 13 5 1G 4 19S 72 9 6 U 5 fi , 7 a t %kkx- ';:t3 �_ a Heel'Dint connections are not required when the ridge is supported b a loadbearin wag header or ridge beam designed to resist the lied 5 J 9 8 PPo Y g h S gn PP '�` _ loads. `,1q . -_y 36 1 I A 11.3 152 18.4 21.4 25.7 _ + t`' "� ?;� r * <u F s y -�_ a9 1 4w -r,'5 _ .� r .x H89d9r� I �� ? When intermediate support of the ratter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint connection >rr`� ,.Yi 1, �`' i ` <.. -_'�•� � ' Full Height requirements shall be permitted to be reduced proportionally to the reduction in span. _ ____ _ 4a =.? ! l6 a 2Q 5 2a.4 26.6 = Stud t x . 1% ' Equi -lent connections are required for ceiling joist to ceiling joist lap splices. Table A-3,1.1x► iWllnimum Attic Floor/Ceiling Length When Bracing Gable Endwali - ��` 50 15.3 17.1 :1.2 23.6 30 s 35.3 -' ; n ]. - r �.a L `� Jack Stud \ 5 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. fFOr Wind !.Dads - Exposure C ti' b0 18 3 213.6 25.4 3U.7 36.6 42.9 as K _.__t :i,°s.:,;. Window t. Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling - - ---- - - -- s V� o SEI IPlate - - _ ``ti h joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint connection requirements shall 70 21,4 24.0 29.6 35.8 42 6 0.i 3 , I i Table 3.21 Top Plate Splice Requiremel9ts for Wlnd - Exposure IB & C �� _T^==��'__ be increased by the following factors: "three Second(lust Wind Speed $0 24.5 2'4 33 9 . ,41.0 48.7 5?.2 56 3 '6 2 one-Story Slab-on-''Rrade ' 85 90 lot 110 120 130 140 150 Ceiling Height/Roof Ridge Heel Joint Connection h _ Roof,Cedm�- 2�Floors __28 r l5}S 4ilX 18 61 ZZ-6 . 26.8 31.5 36 5 41.9 - - - - - I �- " Height(HcN� Adjusunent Factors Length of Ceiling Diaphragm(R.) % * '` 9 ; _ 1.2!s ,i \ n .3 r '�4" t 4-kr `war _ p ,fit _, Assernhhes Roof Pitch Roof Span(A.) j/ \ %32 ,_ ;15.4 L,,3 ' •E Z,: 25 8 . 30.7 36,0 4 i.8 47.9 Building rhtnensinn to> ,� `_`_ ' 112 2 \ Minimum:price:,ength rtt.�:r ``` ,� ��� (measured per.7endicular to moble enalwalfI - r - .,-*. 2 _ f t� s 3 1H. _ s 1/3 I.5 Structural Shtearhrng 12 4 4 4 4 4 4 5 5 v\ �- 36 1?.3-. 19.4 24.0 29.0 34.5 40 S 47 C 53 9 i 4 ` 1:12-3:12 24 8 8 d 8 3 3 9 I J 1. 38.3 45.0 52 2 59.9 to 9 Bottotm Plate-' ',._// ` T T , 114 1.33 Attic F!oer or Ceiling D iapluagrr Bracing 34 1°2- 1 2 1^ 12 12 14 !5 ;�,. _ J``"C 40 19.2 2 6 26.6 321.4 1.'S 1.25 Gable Erdlwall 12 4 4 4 4 - . S a 90 2-».+J ='.0 33.3 40? 37.'1 56 3 59 2 IF 6 - lib 1.2 ;Vh ind F�rattel,.D Ridge) 4:12 24 B B B 8 1� 5 �; 1 ' 1 60 24.9 32.1 39.9 1R.3 '? 5 i,7 5 -v 3 buy 36 9 1i10 1.11 12 4 4 4 4 - 4 5 5 R r jt 7 r - :l Area o f 70 33., .7 46.6 56.4 6 1 78 8 1 : :- S .0 ,1 Tributary w Y s 113 11 Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when ratter ties are located above one-third - 5:12 24 S; 8 _ 8 8 8 L Ceiling Diaphragm „ ,�y , ;, so 38.5 =3.1 5? 3 64 4 76 7 �1t',U 1(14 4 114 r � is of the ridge height,Hr,or when He is greater than 2 feet and may require additional consideration. 5 0 7 .-. 5 •,... -:.:.x_,,12 .:-. - .,,4 ,,. 4" ' 4 4 4 a Tabulated length requirements assume a building located in Exposurre C. Fr' -= :' tS:12 ' 24 ., 8 8 8 ,. 8 B 9 10 11 - T �3.6 1 . 12 12 1 7 Tabulated sheat ting lengths are based on 3 fool wall htights. Fer otter•seal!F.ei his,H,tho tahulataed i1 Wih:ng Icnft ,,hal'he -aril:n_d T,.cc cngt.,a auuna 1np rti,e -rap r:e..-oille-or.�;-_-lad 1 �t.J1 p,-r 6+-n Ft'r whetter sp.tac-cngt.v,tna iaa seect,q s.,all be rcda:cd 1'.-"m AMERICAN EnRFST R PAPER A-RSOCIAT1f1N l3 4 4 4 4 4 > :nal tph.d by tT fi. Wind Loads - 7:12 24 8 8 8 8 8 9 lU bula:cd shcathl ig length.•ass?tr.a alfa arc .nca:hcd as sr:ciEed in 5cc'.ir. _ _ _ a {t,n q.t..,I rl nnn•hrr, r,., Table A-3.10 Roof Sheathing Attachment Requirements for36 12 -, to ; » � F r J:,.cr:rhea:h.ln 7:a:^.7.• ' ,, '� _ .d;.t:J i., cage t;;.y>:.t»:s tuldtrg cxax7.r t,•.P•sjr:0-r It 1 't 4 4 4 13 ,t ,� `) iit'l;'hi i1a'.l?C aLtlaplia bL'1!7C aODfJPCaie SG:3[.^.!ng RZ):dill tl5tml'7l 18a��r t.^:T.{3iJ 3 �1 Exposure C C , Minimum ten•ih of full height A.-at:ua shall not be less than il:e m7ntrn=requ{rei to satlar;the::nax.mum inean-'al. sr�n•.c.: ----- .ep,+mu+s'as11 be a'rtmrurr I'Ma..rad,rrn•�n,' SHEATHING NOTES: _ ___- - 8:12 i4 8 8 8 8 8 9 I ; 1_ Js K ' ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE --_- �,-' 36 17 .1 1, '2 14 'b l x _' .rspcct ratio hinva{,on;n Table 3.1-'D. NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ('. 4 4 4 a 4 5 5 6 'ata!roof span shztl not,xcced 36 feet based o0 3.1.3.1-. £ndwsll width-up to 30 feet arc shoam for use-:th the(r.scnbc3 top Plate Splice Requirements for Wind - Exposure S & C - All Other Cases ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 9:12 24 8 8 8 8 8 :0 1 I 13 bu{l,im'9'prove;ions of 3 1 3 3c -- - - (WFCM) FOR ONE AND 'TWO FAMILY DWELLINGS, 2001 SBC ThteeSeamd(itist S5 90 100 110 120 130 1�0 150 %k 0 i 12 '4 ' '2 Table A-3.20A Maximum Exterior Loadbearin and Non-Loadb&arin Stud Lengths IIIHinpnmmats6Nr(I't ,{,:menSnlicelerEr,f3.)=, HIGH WIND EDITION. Wind S ced(m bl �� 12 4 4 4 4 4 5 0 STRUCTURAL SHEATHIPIG , 10:12 24 8 8 8 8 9 :G 12 13 for Common Lumber Species Resisting interior' Zone Wind Loads - -2 (1) SHEATHING TO BE NAILED TO CCA SILL F E F E F36 4 4 4 4 4 5 5 6 Exposure C (Cont.) •F. 3 E F E F E F F. F E r F 12 20 , ''31:12. 24 8 8 8 8 9 I1 - (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM - - •� .1 ,4 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Sheathing Location. I Rafxr.?tuss Spacing Comer-on Nails or 10d Box Nails(inches;0-c i' - 3 , 7 w 2 ,a (Fully Sheathed with a Minimum Sheathing Material (inches,o,c.) 12 4 4 4 4 4 5 r 6 sa s (4) SHEATHING TO BE INAILED TO TOP PLATE 12 12 6 12 6 12 6 12 .12:12 24 8 8 8 8 9 11 3 i3 e coon ,usf .t . mp t Ito 130 140 iso 3r. ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET ^ ^ 'r Stud Sq"in 2x4 :x6 2xA 2x4 2x6 2xE 2x4 2ib :x8 2z4 :zd 2xA .tri 3 a 6 12 6 12= G 12' g Spec its Undo OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, Interior Zone 16 r ,' I : 6 122 6 12• A 12' Gypsutm I2 5 6 7 8 I I 1 ;3 15 in' Vaximum Allawabte Stud Length+ti.-+n.l 'P tG I 1:12-3:12 24 l0 11 14. 16 19 2_ 26 3(. Douglas Fu-1-a,.n S5 I.-i i9_6 t 11.6 Is-s t 10-11 1'.6 t 10 5 l6.R 66 l: AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 1� 6 12 6 12 ( �tl ng Diaphragm WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY NN 36 l L 36 41 4? DocRlas Fu-Larch 41 11-E l A-9 t 1 -R 7-3 i 10.6 13-11 f 9-10 14 9 19 l "a l a - Bracing Gablic Endwall - c Doupim Fu-t nh 42 11 -5 17.9 dY ' € U�, l0-0 15.0 19.5 9.4 I4-0 I?-0 1!0 i 16 DWELLINGS, 2001 SBC 1IiG!! WIND EDITION. y _3 3 t , 12 6 7 8 10 1 G > .*,r a 9 "•t5 ,s, „ k 6 6 6 6' 6' S a Douglas Fir -arch y3,Srud 8-10 13-3°`- 44 E -,' !`. 12r .w,t?�� ""2. I I-3 14.6 10-b 13-F _df - 'wind Poral'cl to R:d e4:12 - 24 ' ]0 -l2 14 17 20 -a _ 31 _ ::,E, �..,.r,. Vit . `:-'> I ..,,t-; ;- 'c�latt3 yu ice IrtiFths sur^:ice n a:c-Ic-:rip rlatn cnnre,�tcn usrrg, i g ) _. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO a• 3 44 0 4' 4' 3g 4» ci Doi asF:r•Lar:L Sundard 6 s�: nniL per to--. Foi>lunrc:splice 1cn1ill:a,eb.c Dat.,pec:rg shall bt reduce_4�n order ` t lien-Fre ss 1 t- ,•'.lt'+f-�,, , ' `s t3 1€1' t -7- 4 = t' 1t1*3�', r tai=5 t 9-9 t5-3GABLE STUDS (SEE LAYOUT). 'crime er Edge Zone 4' 4' f ea O f 12 S 6 7 9 10 12 I= I�. >Z a , :_ Tributary Area 7 (,, p `1+1A!) "}43'a t 9-7 I4. t3-9 n nrord<r:rry.+:rui-nainarr fnnils 6 6 b b 25 29 3 i Fem Fu 1111 1t i% * �7'�fll ' l�, " ;' 3. _ei a-�larei e^+ee I<nfi hs vsrvice a Mstldiu3 heated in E, ore B cr C r s 5:12 24 I1 12 15 18 21 - - n Dia tiro m , ;-1 Iran-Fir •2 tQtt ;:,-p 1�2 1 U ,f: . 1# i1;. 46 74`� waA•!a 11-0 13• , I7-5 _ ° ' ALL PLYWOOD IS TO 18E NAILED TO TOP PLATES UNDER RAFTER TAILS. 6 6 6 6 _ � Celld g p g - ,!` "e rs' '• -? '-,-a _ 1 .o In{_;shill bc_rt rueruatcl s•:xl do mocnal 6 l? 12 I; It Fern-Fa d34rud. 7.x 12 lk' r. &+ ,tl 11 � , �7! R .s' ti 1.,•(t Y14.2 1t. 1_ PI' G.b.e End-all Rake or Rax 2 43 44 1-4- 12 S 6 7 9 �r -u<+1 .i,+«t 4 4 - 6:i2 24 11 13 16' l9 22 2b I-: 34 Hoa-Fir Sund x . ..X + r S :: .� ` at r -ar"•:.t,sphxtest s i bs 6s 6s q+ q+ q' 4` _ soushem Pine SS r: .r,l I I I-. X39 -1 r «t r rt­1115111;•;sal$: ; .i) t "17-2 �g t I0-i I6-u * 1--' - NOTE: Gable Endttall Rake tar Rak , 6 b 6 4 4 4 4 0 1' J a` Southern P{rx ;$ ,,.;� N ,. N �` -I * . t ' sett', ` ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO ll E # 9 : 11>! LI Q-4d ,°Itt >tr too t6 0 12 6 4 8 9 1I t2 1� i6 "� f 9-9 15-R SuUthcrt Pitz x� ' , : �i 10 17-• n 1 - ' 1;` HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED BOARD SHEATIIItiG 7 12 24 12 l3 16 213 23 27 31 36 ;+ tY r: ,. z_a AMOUNT CALCULATED FOR EACH CASE. SouthcrnPine p1b tt 11s}1. a !0-J IJ.9 t8c - �11 9 0 !_ 8 l_ 7, 77 '7� I' 4 ; i' (al bouthernAn. :`Staid to- ,V 3 : ,:74 (� • -�lll •"tri E•6 t2-10 t6-tt "r1'.T e,37t.10- - "15 "`4 .} . II -0 14. ; , immum Number of 8d Common Nails 12 6 rJ 3 9 11 i 3 1? 1" - ,_-' i' NOTE: Sc,Suthcm Pr a ` fi - - � - PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS Sheathing Size per Support 8 12 24 l2 14 17 20 24 ?i 3 1 37 spa c<- mo-Fu $S 1! 2r 17 17 F t to-7 16-i 1 t faro' ; -t t 9.7 15-A + 2 ^ 6 71 71 29 35 11 4K 5f3 r- Sprue-P no-Fv 1 )`" - 410 rl 27 Id } t 10.4 t6-0 t 4tf'" l4.10 i9•I 9-2 13.9 I7.a REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 2 2 2 2 2 , 7 # `t _ s r 10,4 16_o t g_q t4.10 1q_I 9.2 13.9 {7,> AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 1x6 0r:x8 Sheathing 1 6 R l E I l3 l5 1" spruce-Frio-Fir , s. F. bt 1716'i.` WOOD FRAME CONSTRUJCTIQN MANUAL (WFCM) FOR ONE AND TWO 3 3 3 3 3 3 ' 9N .12 2d 13 14 13 21 25 29 3+ 3y SoneePme-Fre y/ltrtid 3�"- '� 111r f , s 16•E 7.11 It-Ir I]•• 11-0 {4-2 l0 13-2 j I. I x 10 or Larger Shea' ' p 4J' : _ i q" :t 6 1, -S i0 t� 44 e 1 a ` S � pm u ­775-7,11 FAMILY DWELLINGS, 20(01 SBC HIGH WIND EDITION. I$r Douglas Ftr-Lar_h- iCy,' 12 6 3 10 l: 13 15 li S _ - -11 t) ,617-T_.: t 10.4 16--4 t 9.10 IS-l0 f 9-s 15. 1 r rimiziasF:r-Larch "'ltl 5` ''10-7 15 t,r, 1 9-10 14-9 19 0 9-t 13-E 1^.7 A.5 2•� Ib-s E Nail a,in at -` I0.l2 24 13 15 13 22 _6 31 15 41 - Sp g +" � r,1 -1 Douk!asFtr•Lm1 lit t0-1 15 : 14-7 9-3 :4-0 19-0 g-' 1. 1 is a_0 1 '.n t ' -. ,, � s�< 6 :3 26 i1 39 46 i4 F Nail sp cirg at it 1 s d(in.) t- ,i,;,�i c 4? .1 ``�� "_ _ I a- 0 t 3-6 Clt. 9 1 a ? 5 R 10 1' l4 1 ti t Dourla F'r•Lar b it3+'Stad 1 i-S E c A S . `: f",t,-sy ,rq s „lir 11:12 24 14 i5 19 13 27 32 _. 42 DO1;.1rsFu•Lsrrh Sia_ %.d r ici 1C't1~ loot ettrr: ter edge zone attachment 4 n5 -S Hem-Fu SS _ 10-4 15-7 t 9 9 ;5-R * 9-3 1•s• 19-i i 8.10 4-< ;3-i! I For roof sheathing with f,including 4 feet on each s+ 0f*i� t }- C .P s- 3b ^t 27 t3 =0 »8 6 i' _4.11 zxi zr�.)� Iltnm-Fu - 10.1 Is 10 t 9.7 14-7 IA-9 9-0 13-5 i'-J 9.4 2•n lb•I rec atlnn:ente shall be use .'�`. i J v Rr _ �' -' 6 ' 8 10 12 14 i ti 18 V 'n3�Ciabcrsw;th0.g2< G<3.49, 12:i2 24 14 16 20 24 28 33 38 4� E!em"Fir #wL 9 7 14 4 ' 19-0 9-0 13-6 17-5 9�412-6 16•1 l•7 Is-') . . . L_ h :abu;aced 12 inch o.c,nail : - Fttn-Fv `71 fS ,��a 11 1 a 14-4 l0-2 t 3-1 -". = `9 tt5, 12•E 9.9 l I-3 ,.. r t 36 2 5 4' R 59 8 - ,, R rs' .fi ,,,ia r, " 4 Nett-Fv rcr r_ - a die stall spacings shall b<r jty �: y.nembets witb 0,42<G<0.49, See footnotes l-5. I6 southem Fine =._SS 1;, 1(► 9. '717 3'v t 10.2 16-s t 9-t . -,15-6 3 . y9_, ,__ , !9.7 3 Tab-lated6 inch a c.rail spec -k t,' r -' @ A- .�.RB So n7ented si!@al c,,, +� t 9-6 l5-2 Tab! g rwall Sidewali Sheathing Length Requirements uthtrnPtne 'k 10•,7 16.1 t 10.0 16-0 t `9 t) '4 t9 +M F?C,4'VFOP,ESTBPAPERASSOCI4T!Or1 " � ' j ``�= southemPinc =112 10:4 16•? J. 9.9 15.9 t 9-3 I4-11 i4 S `t•10 14-. i the nail spacings shall be reduced ;;' ', lla' a, y`;'_;r . , u :� >tisd .,.. at. wngmembanw'ith0.4, .(;soft., for Wind - Exptosure C SouthtmPtne s3 9-10. 13-.9 - I?`I.,s 9.0 12.9 Is-q 5'- 8•d 1,t-E 14-6 In. l) 13 5 ° rahulated4inchn.c.nailspacingas ,. y ,.„rL~.,=:,= 5.,;hcr,Ptne 5hsd 7%21 1'•p:_, . 15.5> tt.0 1J-3. 10-3 "73.z 9.5 i_-t Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in thcnailspacingsshallbcrcduccdto3 tnc ' ;' r A� ` Ar'"�"-ei-I_ �� �,v > Wir1d Parallel t Ride s-,thtmN-C stand`� _� t ��=�- Exterior Walls Resisting Wiled roads - Exposure P der C a. ;. ' '`" ` ra O q.1 -14-7 (9` E•9 I3• lu 1x- _: 1. S Tabulated nail spacings assume a building lcca r.. _-- __-- -_._--._ -- ----__----_._-- -__-_-- : „ f k --- - Srr <-^',t•Fir SS 10 t - Ib 2 y # 9 3 . IS 4 f„ a :S - ---- ----- 31 7 9 B S S -1? % �Ib_A 7.10 t t 10 15-. < I `�" SFr!:e-P;nc-Fir rI >A lit iii 0 19 4 j .7,,9_;4:,- 3 -,lit, :1 , s .. Spruce-Pineart 3d 13 U tpej4 I1_f4 - 13 :9? t 17>r� ` a 8 l3 t12 81' }6' 4 7-10 I I_ l0 15•2 Wail Stud Spaci+lt fi::,l Three Second Gust Wind Speed(mph) 8S 90 100 110 120 130 140 150 Spruce-Pine-Fir Al.sn7d f' , ](�. ,,;1444., 1 t 1i G JO' '21, 11 I 9-S p.:t2-1 A.g 11 .1 --- - 1'11i�nt.4"9 for Wind S rice Pine Fir Sc,ndarC r lea a ., `' lr 7 --,}:i ' I] lb :t Wall Sheathing and Cladding Attachment Require � ,r ` P f . f . 11 Ei Buildin Endwall Minimum Len of Full Height Sheath! Dvugl.s Fir-Lar:b SS 9 d,�� lS 3 Y.f^'" =V.v '1 ,. 5. r 7 1 ,13-g`' 17-7 E-2 12.9 16 4 Nu bee:,FFuI.He gh:'cull Ritlu r.d lir is h _, Table A 3. g Length gh Sheathing x Header Spar tR.} _ _ Shear Walll Line Beneath 1 7��J Dvugl3s Fir-Larch rl1 9-7 1zi 1i°�' ll$41 �f„ T_ 11 . t ` �y yl"1`-0 1J-2 !0-. 13 tad c=Ire Feadct t Loads - Exposure C Lan W(ft- ori Buildin Sidewal! L ft. �5 �4 ` --- -- -- - - - Wuglas Ftr-La:h t2 5 2 12.3 1 4 - �a, 11 -, 14= 1 D•5 13•4 9-8 l2-4 2 ---- - Roof4Ceilin 2 22 1 2 +rr 4-2 11.1 E 3 ,�10=10 ,•9 to-0 . 9 . I I I - �� s Ceiling I 1 h .-1S;,c3, l 8 .7 3 I 3.6 ». � Douglas F.r-Lard 3 Snud Q' 3 _ I .� <"�F I"? G _ i ' Douglas Fir-La m': S'andard 1 � '" - - , l6 j' ft '` a#a' , '2o �` 29; :3.0'r 3.5 42 4.8 5.5 , k: . I Hens-Fir 55 9-0 14.5 I9-1 E-6{ i3-7 IR•2 8•! 12-11 6-11 12•i IS-3 �J, ~ three Sewnd Gust 85 yU lU0 lfU i'_0 30 l4f} Ili} _ ` 11 in Mi 1 9 s * r �{ s t.ea-Fs dl 3.6 I. 9 16-5 7.10 11 -9 11.1 10-10 13.11 10• I 13-3 14'indS eed(mph) 20'Y' � � y:25 ' 31' r t'37 -r '44 5.2 b.0 h.9 1 n•I Ir, ; 4 ; tk¢r , sf?% . x , , ' e-- 7t �� F, Item-Fu 42 i• 1 I1 10 IS 3 10-1! 14_0 )_0 9 s I2-7 `? � i 31 \ s¢� tk2 i r at ,.-Al¢hr ,. ;`.ate. y '4 ., ^ tic-,-fu w3;5:1d 9-I I I 1 6 B 2 It7_' 9.9 9_1 12 G SIRUCI URAL SHEATHING 6 t 1 .4,,,, ,z, � ,�.� c�,>x 3 0 �7. �4i 3 � S.3 � 6.2 7... 8.3 '7 n z s •+ �; Nerr-Fu Standwd - - 1.1 7 6 4 fi�;�,s,, „lyit;.c - -a, x `'�' ori`- ~(� �'' `�+ :S Southern Pine SS 9-i IS•0 ♦ E•10 iJ-2 14-11 8.5 13-6 7E-0 A-0 12- t(1 17 E F - F E F E F E F E F h F- E F �?' �r r..° 4^s '' sig •r - a 4 s s r„•,;,, f28� , � ,,. 3 5 M 4 3-' 2 Y 6.2 T 7.3 3.4 9.7 2 {, , t o ? 6 4 .r'.,`.xtc„. 3: .q''_", !,S,S'`f?r,r w '" a•;,,s ^` .,r,t ,.,� ,,,fi), >-r_'� x tlti _.Yv southt^r Pint �L 9- 13.E 19.A E-+S !3-1I 19- 3•) 13 -7 10 F_ I s :, .z: r .,, •,. - -,?'.., .r c n^ 4.5 IE-5 A•6 13-5 15.11 S. 2.4 :5.7 !I 4 11 4 i'' 4 z. ud,c,rx P,ne _ 9.0 1 Th:t.utt cr of",11 ito+Fhl t_:1z rtcuired 3t�,:, rt,.,f r EAST END DESIGN ASSOCIATES LLC Stud Spacing r ran Valls 0r 10d Box Notts(inches.u c) s, i1 32" s_ .G, 4.0 m{ ', - .- 1:1" 6.3 9.6 1 I.1 5hC3:httl Lileal:U:tl VlaximtimNa71 Spacing for Sd Clam - a.l�}; r Y r.-t �, .- `4- -,r. - Fes,ur,Ml Fx-^c-r-trcJ t,b�rct.t-r':l+n a_cnrd]'ct t,+th �. c.,.3'ht n P+»e rl :t 1 I •t t 3 9 10.2 12 s Q-i 8 g. i lr,. I PO Box 1675 i_nchcs,ox i ,/fit/� 3 c - _ - ., , i ,y ^ � •a �. 16 `i %4.0' 4.5 y:�S.S 6.7 k '}B 0 9.4- 10.9 !'_.5 I _.,u:hc:n Pux S:.xi . 9-E 12-6 - R-1') i t-6 - R-_ A.' •a-1? ire tea.ire�•ents,:�cch,n '4.:.�2 ]nt'1'a;e •^D- 1'r 6 12 6 12 6 l2 6 l7 6 1_ b 1_ c l_ . t/ " .x :, s• ., Southold, York 11971 j; !e n r-< ]....are 5130 Main Bayview Road I 2" �`� see, } S _ it #7g t \ 1 17 !:-4 :<, 11 11 •h 14- t-+ New ntener Zone 1 6 12 6 12 6 12 6 12 6 12 5 13 E 6 ! _,Y � . , s 4,A 4.4 0 6.2 .it?.4 r -8 9 v a 10. 12.1 :3.•. Srr.e<-r,no-F,r ss ;.9 13.+ 9.9 E_4 13-3 3 1 6 =_•y r '� rte_ c .a:.e..• { 0-3 t.7 9., 1_• a srr:ce_a,e-Fir a 1 ;-a 1.• { I s-6 1 t -i 1 3 phone: (631)765 1862 24 h 12 6 12 6 12 6 12' 6 t22 6 1= n 6 6 5 u1. L` t .wr. SO S.6 62 7.7 9.3 ' i lla 130 15.1 !7.3 , Srr..eP:atFu a- 3-n 12.1 15-6 11 .1 14.3 D-3 3 2 s t ^- ^ . + / •.k', .`'.'.rl �fi j S r.,.c P.at-Fu ='`:Sr:d R•i 1 11•6 9-. 19•. - 9.9 - 'i- 12 6 12 6 12 6 L 6 12 6 12 6 12 h I< t_ - 60 i 6.7 7 5 9.2 11.2 13.3 15.6 14.1 Z-1 r p a fax(631)765 6820 7 , S r; -P,-lo-Fu svndlud E-Mail: CArm88884aol,com 4 - �dg.Zun. 16 6 12 6 12 6 12 6 12 6 . 6 • 6 l-r h 12 b 70' 7.8 8.7 10 8 13 0 15.5 18.2 21.1 '-.2 Allo-able siud!eng•h neecda 2a fcer - -_:; L,r.'xr i-ade not a,.ii'ahle nr al!o•xable stu,i len;this tcu than 7!'..•9 tri.!for l PL-311 ieight). SHEET NAME: 24 6 12 6 12 6 12'- 6 12` 6 6 6 6 6 6' 6' S :;.!.,:. `. 9 2 2 ..� 80„.; 8.9 10.0 1.,.3 14.9 17.7 0.6 4.I .+.i 1. sxin u n and lengths to rablo A-3 20A ase ba,cd on minor zone ioas and assume:hat Al,Tugs arc;he.thed-rth minunum thea-thing material. Studs w:h;n a gree;of:ornez . ;,' I I r' s:taJ be sheathcd en e`e exterior with a n:nmsum or 3,9 inch wood structural aaneh and on the intc-ra'itth:;:tnimum shuthi rg n:+lateral,cr stud Swings shall be rn, luptted by , -, 13pA.itl)5Fi1 ATHl1yG or LAP SIDLtiG r` Roof,C'eilling,3C 1 Floot r 20' 4.6 5.1 6.4 7.7 9-2 10,8 12.5 14.3 1 :x L t s r 0 85 for learning Iecartd within 4 fee nrcorrers to account for G,c addrt:onat end mne loading requvcments The aldt4onai bcndinp�capacity provided by:ht wee. an:cntnl .'K _ y , .�".�.' RafteraTruss Spacing - Minimum Number of 8d Common hails or 10d Box Nails _ '. ;', ' -`24 '- 5.5 6.2 7.6 9.3 11.0 12.9 15.0 1 7.2 r__ _•__•_ pall,`is or .ut<d.nrd,,tan R is assumed to be mfFicit.^.t:o ra:at the additional e.ts1 cone goading rcluirrnxnts GENERAL NOTES Sheath:nb Size per Support : ', tit (inches, - T-J '" ,',?$;, 'q 6.4 7,2 8.9' 10.9 12.8 15.1 17,5 10.1 !x6 Jr lid Shea hu7g 12-24 2 "' - '32 _.9 Ixlper Lireer Shca'.uag 12-24 3 _3 j 3 3 3 3 , s, , ` 7.4 8,3 10.2 123 '"'1>S.1 17.2 ''0.0 .s a.,* t 6 ':, 8.3 9.3 11.5 t''j73 9 <ld 5 19,4 22.3 15.8 n7' t ? �5 r L Nail spacial at panel edges(in.) { _< ,- , �'t`3 48 ' " 9.2 10.3 12.7 IS 183 21 5 SA 18.7 ` Mit E 4 < 0,1FRIC A%=UiES7,g FAPIR AS-�,'X_1hTl-i l 1. 1 F tied spacing at intermedia'e supports in the panel-icld(in.l � ; u a- r* , ..� ,i0 � 11.5 12.9 L5.9 ^ �9 :229 26.9' 312 35.8 t . =u-.:11,I:cad?:n '•vi lith 4 feet of t}tz corners,the 4 font ed_vr cone aun.hrnent recnrrt;ments shall be used. .w - .1 60 13 8 I5 5"t 19 I 23 7 Y. 21 5 32.3 3;.5 »3 0 Tabulated I2 inch u.c.nail spacing usurnas she7rhing attac`ed t❑,tt:d frtming rrcmb rs with U>0.49. Far trotting meta sees'µt:h C 4_ v 'k Ifi0 , 161 l8 ! 22 3 27 0 32.1 37.7 13.i 5C'' na.l�paci7.gs,Iwil be reg'uccd to 6 ihchei o.c. - 80 a. j>G8 .'' t 20,6- ` = 25 5 -'x30 3 ' '361 d3.1 50.13 5 i i 4 1,:b'ulatrd 5 in h o Dail spacing assuzies sheathing attached to ra tcr;ti ss frarrirg tree theta-nth G>13.49, For framing tis nix:s'wtth G.42 <G<C.4?, Roof-Cti'ling,&_2 Floors 7Ig f; i 8� --x31 0,r 13;53 'L1 4#; I9 -SI 22.9 26.5 30 5 he rail spacings shall x reduced to 4 inches o.c. 11 3 k" F t ( 'rt Y;, V` 3- I2, :< f '�1 2 a,12 S r- 1S.5 x.18 7'� 12.3 26.1 30.3 31.8 4 For extemar?anel Sitting,galvanized box nails shall be permitted to be substiruted for common nails. - 1}:: ,as­J"u1. ' : Tabalsttd trail,pacinKs assume-building located in F,xpOstrrn C. " ' 36 12 6 14.1 c 17,4` 21.1 25.1 29.4 34.1 39' - .- ,, 40 140 15.7 19.3 23.4 27.4 32.7 37.9 »35 -- _111 - ;'.11 50 17 5 19.6 24,2 29.2 34.R 40.8 47.4 94.4 g' ' 60 21 0 23.5 29.0 35.1 41.8 49.0 56 8 6S 3 `E i4 '0 24.4 27A 33.H 40.9 18.7 57.2 fi6 3 -1 h : W L o 27.9 31.3 33.7 46.3 55.7 65.4 75 4 ;;'7 1) ENGINEER: E �� 9.'' Tabulated length requirements assume a building located in Exposure C. �' 4� Tabulated sheathing lengths are based on 8 foot wall heights.For other wall heights,H,the tabulated sheathing lengths shall be multiplied by HIR. ON JAMES DEERKOSKI, PE a P 34 Professional Engineer _.• Tabulated sheathing lengths-saltine walls ate sheathed u specified in Section 3. .4.�. For other sheathing materials the tabulated 'lengths shall be multiplied by the appropriate sheathing type adjustment factor in Table 3.1713. ' Minimum length or full height sheathing shall not be less than the minimum required to satisfy the maximum shearw•all segment Mat Deer Drive aspect ratio limitation in Table 3.17D. 631-298 NY 1 1952 Total roof span shall not exceed 36`eet based on 3.1.3.4a. Endwall widths up to 80 feet are shown for use with the inscr.hed 631-298-71 16 building provisions of 3.1 3 3c. OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005- DRAWN 86-2005DRAWN BY: CMA SCALE: G1 05 1/41P = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK H G F SCTM # 1000-110-07-18.2 WORKNOTES: CONC. BLOCK WALL (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) Y2" STEEL PLATE 5'-1 1ya" 361-2:Y4 Y2" STEEL PLATE 118 -3y2 17 —,1X4" W6x 1 5 STEEL BEEM W6x25 STEEL BEEM z'-s" 5'-9 6" Y2" STEEL PLATE . NON—SHRINK GROUT 5'-,o3r4" 6'-7716" 7'-101316" 10'-07/16" NON—SHRINK GROUT I I I I 3'-a1'2^ DETAIL "All 3• 122t '�•• HEADER BEAMI O ,,dry 122 / — — � 123t PATIO 12ot a 120 4! A i 119t 11 St ;f, 117t A 10 ?124t 124 �� 119 118 117 RAISED PATIO 112 — � N J = 1 -�,( _1 c�.125t 12 ir) /// 0 11 'n 14 13 �— - - - - - - - - - - - - - - - � `O / 12'-0716" 115 I 114 113 I —2�1'-21'-2� , N N r �ry g 4! ® — — y2 a 2" 2,. 'R� I i ., N" 111 11t _5> 126t I =, f �— 127t 127 -8X2 rn G 14'-3 " N 2,42„ 0 5'-11 .n 1'-4 13'-5% N 1 INFORMAL DINING I EXISTING 110 10 N FIREPLACE- PARLOR of I AND HEARTH z;wl ( I 10'-1" CEILING HEIGHT (W.F.)�ZI I to co L �kl LO ® 1W = _ ALL I N C14109 09 I I0 I o I j a � 0 1 I I .,, ,. — _ c o NEW = 1 1 1 FIREPLACE °' to 't1 1 = AND HEARTH FAMILY ROOM I Jr22 OFFIT (SEE SECTION) " x 18" G I OPENING X I- TO REMAIN c� _0 0 = I EXISTING FIREPLACA,! 1E C C 1 0 — I I AND HEARTH 2'- 7" 2._$y2„ Z 1'-4y2" 7t ILI mil KITCHEN ul Ln LO 7' 16'-10916" -53'2' 5'-9X16" 108 SEE 000 OO HEADER _ _ID - - - - - BEAM — — 000 -OQ N o DETAIL "A" — FORMAL DINING " 12st ,2s ` — —T t —� ^� ��� CHASE I � , L2'-6"-iI 17'- _ "' ' Un = DO N ` „ N N N I 0 3y2" SEAT PANTRY 105 04 = \\ 0 107 -3y2" 3'-1ly2 �,-oy�„ POWDE 126 ; COAT -1o7i6" N1 0 CLOSET — — 107 D 2'-9X - —216" 7 5 53 " —5X2" —31)i6" 1 I 1 - I DOWN LIS I . -� _ ;, ; 1 I 1 I ' I I I ,os SIDE PORCH N ► BATH " WALK-IN -5" I I I 7'-571166" 7'-61X6" I x CLOSET D 1 3 108 FOYER M -5Y=- -- ll �' o T 130 INE F FOYER AD (TION O =Y Y2' I M EAST END DESIGN ASSOCIATES, uc GUEST SUITE # 1 `• PO Box 1675 STUDY FORMAL LIVING 5130 Main Bayview Road N Southold, New York 11971 o N phone: (631)765-1862 -1 E fax(631)765-6820 LO E m 1'-6" o'-ly4" t'-s x(14 CArm8W8@aol.com CA8888@aol.com - - - - - - - - - --I Ifah O SHEET NAME: 104� FIRST FLOOR PLAN COVERED ENTRY � 7' 131 12OPEN I 3'-10 ---9'-4y4" 3'-10 i i /p 2'_91'z� �`--�'-7 1 - - - - - - - - -� 0 102 103 132 136 o i U'' 101 135 L3'-39X s"--''" ENGINEER: EN Dago JAMES DEERKOSKI, P ` s'-63/4" s'-53/4" Professional Engineer 3'-93/4" 12'-11y2° MattitDuckr Ve NY11952 10'-8" 3'-2Y4„ 631-298-7116 ®iOqO� 7 Nov 1 7)2 18'-3Y2" OWNERSHIP AND USE OF DRAWING . These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design H G F Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they havebeen prepared without written consent of FIRST F PLAN- East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: Al 01 1/4!' = V-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) 5'-1 1Ya' 18'-3Y2" 34'-03/8" 2'-6" 5'-9 s" 12'-63A6" 11 -4�.. -63/8" 18'-2Y2" -3Y2" 11 5'-103/a" — 6'-7'/6" 5'-1OYa" 5'-65/8" 3'-1" 3,_53/x., -1Ya" 9'- Y4 3' 29 L LO in -N C� 25 24 23 22 1`16 L- -�' - - - - - - - - - - k 13 L _ID irs in /// �n L�� a�. /�\ 1 1'-1 17/8" ,/ I N 7Y2" WINDOW SEATi — - - - - - - - - - - - - - - -- -- N N — — — — — - - - - - t 2'-03'a" \ 12'-10" / 1 2'-03/a" t 3 � Y" r \ / I ► I \ / II 5'-11Y8" 00 EXISTING EXTEND �•f � I I \\ ,/ I i 212 CHIMNEY "• "ti"'•� I \ / PROVIDE DECORATIV I MASTER 1 / / \ I TOP I I I 1 I I 3 211 I STUDY SITTING �' I Z / A• I I 1 N 3 SECOND \ I 11 / \ / MASTER BEDROOM 0 // \\ 34 N2,-03/4' / 12'-9-'a" a., \\ I I 09 � - - — — — — — — — — — — — — — — — — \� II / \ II — — �a" 7'-7%a" -6 2'-03/4" PROVIDE o L 1 / — \ I DECORATIVE a I _6 e.= I[ TOP ON — _ — — — — — _ EXISTING L r3 CHIMNEY 1 e" RE . SINK ' i\ L M I N 17 BNILT—IN CABINETRY do WETBAR N N WALK-IN 215 T :� O 0 C. CLOSET = i " = EXISTING _� i FIREPLACE \ _ , _'` 18 210 AND HEARTH O M O \\ / O � I �/ �n L BATH 3y2' 0 216 Ln _ID L TE PERED GLASS GUEST ROOM STEAM -� SHOWER = I `� - - - - - - - - - - - - - - 71 -TI C8 347'–OY2" - I N MASTER BEDROOM // `° NICHE „ 217 / 1 NICHE L Ir 3Y2., z / L0 4 .16 o � O / '-9 Y2 I 213 �-� LAUNDRY t• ) I 214STEA = i _ 2• " 3'—1GENERAL ID L N N I I \\ 372" -PO 1 201 06 \ WAL -I 219 BATH CLOSET I "I o DECORAITIVE WALK-IN \♦ I > TOP ON ® CLOSET 07 \ moi" p v ® EXISTING VANITY \ 1 1CHIMNEY � 8c z \ 221 20 _ - M os WALK-IN � DRESSING - - - - - - - Z CLOSET \ I , , I BATH 02 sTEAM 3'-9Yz -9 3'-11" w 1 � � GENERATOR 3Y2' z M 1 3s I 3v2" W _ ,, \ o',, \\ I EAST END DESIGN ASSOCIATES uc t \ / I 09 \ I PO Box 1675 5130\\ GUEST - SUITE #2 // I GUEST SUITE #3 0` � o _ _ _ _ _ — _ — _ \ I I SoutMainBayviewRoad I0 Q�p � Southold, New York 11971 - - - - - - - - - - - - - - ]{ phone: (631)765-1862 'STdNrER ® fax(631)765-6820 / 1 E-Mail: CArm8888@aol.com 00 �— — — — —{ i� I _ — DETAIL N // \\ I �r - — — - - - Isaoo} OqQ�� MASTER BATHROOM CD SHEET NAME: OPTIONAL 05 MASTER 0- SECOND FLOOR PLAN BATHROOM w LAYOUT / 17'-oY2" 11 11 o3 HOOKS/ I1 II / I I I OPENPq IN iii 04 i I i 03 04 PROVIDE LEAD COATED COPPER — FLASHING OR APPROVED EQUAL AT THE INTERSECTION OF WALL 0 AND ROOF AS REQUIRED. Ell R5�� 12'-11X ENGINEER: EN E cE JAMES DEERKOSKI, PE 9'_13/4„ 9'_1 4" 6" Professional Engineer 18,-3Y2" t 1'-4�/e" 260 Deer Drive Mattituck, NY 11952 'x' 631-298-71 16 7 pw 4p 1(1 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: Al 02 1/4" = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS I RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEIN YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) 2A 2B 2C 2D IIII�✓l11/f.�rj1fG-0 /• � Jfl/i r �2 �"ti % 1�1r1o1n1�d111�a11��1 Il1lI1/I�IlljIl1111�✓/ 1,_4. 11'-46 1' � lirj�l/�fllj � rjr ' N tl •�� WINE CELLAR C - _ _ _ --- -- _ — _ -_ _ _ _ _ _ _ _ — _- _ _ __ _- J te i �111i11r111/'/1 r/T1r111lIz1J11�1Ir1/I1II- 3080 ® CRAWL SPACE EXISTING CRAWL SPACE � .a f I— T —I 10'-5' f ✓ •. I I I • ✓� L I— LJ CI@OnOUt '��I ✓ ` * ' 1J EXISTING Q Y 4 = 002 " �•' U I A. C 4 I EXISTING UNFINISHED BASEMENT CRAWL SPACE I I- - - - - - - - - -J N T -s'-5' y 111 • �„ �, Ill II�III-011 Il f' 10'- ° : 0, (2)2x8 FLUSH HEADER ' M OWN 2R d 7" FLUSH CONCRE=TE BEAM EXISTING CONCRETE _�• • M 1 — —— — — — — — — BASE TO CHIMNEY ,•• '� EXISTING SLAB UNFINISHED BASEMENT (PROVIDE NEW FINISHED MASONRY) 1100 I r - - - - - - CHIMNEY obi FLUSH CONCRE=TE BEAM \\ ABOVE b STORAGE ROOM ✓ I CEDAR CLOSET \\ �j / EXISTING CONCRETE PIER EAST END DESIGN ASSOCIATES LLc EXISTING I I CRAWL SPACE v T PO Box 1675 5130 Main Bayview Road LU N F I N I S H E D I I Southold, New York 11971 o BASEMENT = • '• phone: (631)765-1862 `• + fax(631)765-6820 E-Mail: CArm8888@ool.com : 3Y'� 1�' '•' ;' :' ° �', 1 I Ml SLAB I w I SHEET NAME: 1 ' Z U I I U - - - - - - - - - - U + BASEMENT PROVIDE FRESH AIR --� "' 3'-�1�"— _8" 7 I aI I I INTERIOR VENT 4• ' COVERED FRONT � 1 FLOOR PLAN rr' 1 ,,. ;+ .• •,,� ✓, ;: • • . 'p•'•. PORCH ABOVE y 4 4. tzj ENGINEER: E �p JAMES DEERKOSKI, PE Professional Engineer 260 Deer Drive s��Atip 0 Mattituck, NY 11952 631-298-7116 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX- 886-2005 NDEX-886-2005 - FOUNDATION P DRAWN BY: CMA SCALE: 104 1/4" = V-0" DATE: 01-25-06 a_j PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) 2A 2B 2C 1'-4Y,4 2D 24'-11 ' 17'-11Y4' 18'-2Y" 20'-3Y' 12'-6%6" -W NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y%9XZ" POIWERLAM BEAM H G F (UNLESS OTHER2WISE NOTED) 1) LESS YO OTHERWISE BEAM (UNLESS OTHERWISE NOTED) NOTE: 5/8" ANCHOR BOLT TO NOTE: 5/8" ANCHOR BOLT TO BE PLACED AT EACH CORNER BE PLACED AT EACH CORNER WITH A MAX. SPACING OF WITH A MAX. SPACING OF 2'-0" oc. AND WITHIN V-0" 2'-0" oc. AND WITHIN V-0" OF THE ENDS OF ALL SILL OF THE ENDS OF ALL SILL PLATEES. PLATES. INSURE ALL FOOTINGS ARE LINE OF SOLID BLOCK INSURE ALL FOOTINGS ARE MINIMUM 3'-0" BELOW FINAL GRA MINIMUM 3' BELOW FINAL 3-�2 VENEER AS REQUIRED GRA[OE. ��'¢L• GRADE. BY GRADE. , ti �- \ TOP OF FOUNDATION TO BE / •� �= o " 'z\\ /� 4'-5,Y4" BELOW TOP OF LINE OF SOLID BLOCK / ` ' '•: \ EXISTING HOUSE SUBFLOOR VENEER AS REQUIRED BY GRADE. FOUNDATION HEIGHT BREAK A b, ! LINE OF SOLID BLOCK _ _ _ _ _ _ _ VENEER AS REQUIRED I F S • EE L NE 0 OLID BLOCK >� TOP OF FOUNDATION TO BE g _ - -� BY GRADE. VENEER AS REQUIRED TOP OF FOUNDATION TO BE ca 4'-5Ya" BELOW TOP OF �' � ;L .a -_,, _ os�__ - e _-'•r,4- ----� I BY GRADE. 11" BELOW TOP OF EXISTING HOUSE SUBFLOOR (-J " "" EXISTING HOUSE SUBFLOOR \ b. /-- - - - - - - -T- - - - - I AIR SPACE Q BRICK CL CON WALL v z - �6 \ \ � "i/ WINE CELLAR -Ilk I Q mcy- � 10 TOP OF FOUNDATION TO BE L, ® i- ' " �'IB I 4'-5Y4" BELOW TOP OF -11 ' ' •? EXISTING HOUSE SUBFLOOR I 17'-(i LINE OF SOLID BLOCK 2'_6• I I VENEER AS REQUIRED ��••, I TOP OF FOUNDATION TO BE ,•' BY GRADE. 9'-Y4" BELOW TOP OF .,• EXISTING HOUSE SUBFLOOR I ` f I � • . J - '*- breae7ijk co TOP OF WINDOW I I — f EXISTING CRAWL SPACE TO BE SET 001 I I 4" PC.SLAB W/6x6 WWM 10 GA. I y I ( I CRAWL SPACE 8" BELOW TOP ❑ I I I a OF FOUNDATION I 2 7 I i + r r 2" PC.SLAB LINE OF SOLID BLOCK VENEER AS REQUIRED "A, ' ,� I BY GRADE. '• I I I I I _2y a . 2'-0"x2'-0"x1'-6' I L I i_ L J _ CONC.FTG WITH • cleanout (3) #5 REBAR E.W. I I :.' Q II 10'-11� 6'-6 16 a.:. "f I I o I EXISTING - � C TOP OF FOUNDATION TO BE I � C TOP OF WINDOW I 9'-Y4" BELOW TOP OF ". TO BE SET I .) EXISTING HOUSE SUBFLOOR f• CREATE 8" BELOW TOP 002 I f ' I I x ACCESS OF FOUNDATION I 2'-0"x2'-0"x1'-6" I I o CREATE N CONC.FTG WITH a I " ® N ACCESS _ _ _ _ _ _ _ _ _ (3) #5 REBAR E.W. I m L I ,.< I � 1 CRAWL SPACE j �- - - - - - - - - � Z-r ' ' EXISTING UNFINISHED BASEMENTLINE OF SOLID BLOCK ; . I I I �' I I i- -1 VENEER AS REQUIRED TOP OIF FOUNDATION TO BE BY GRADE. f A. I TOP OF FOUNDATION TO BE n 4'-55Y4" BELOW TOP OF _g• I I 10'-6Ya" BELOW TOP OF I I EXISTING HOUSE SUBFLOOR I EXISTING HOUSE SUBFLOOR I I I I I I ( I r — — — I -�-s• _ _ -IN I cp II FOUNDATION HEIGHT BREAK r - TOP OIF FOUNDATION TO BE I r FOUNDATION I - - - 1'-41Ya" BELOW TOP OF I ' •. I i ;4 I HEIGHT BREAKEXISTING HOUSE SUBFLOOR z ® " I F O o o I I 3 2'-0"x2'-0"x1'-6" o `I - - - TOP 0)F BASEMENT ACCESS I I I I CONC.FTG WITH I (2)2x8 FLUSH HEADER WALL TO BE ® 4" ABOVE I ;' •' i (3) #5 REBAR E.W. �- FINAL GRADE I o -D I TOP OF SLAB I D D , M I a I OWN TO 4 �' '� I •` I — — — — — J ' 2R 7" TOP OF SLAB — EXISTING CONCRETE I .�' II I —FLUSH CODNCRETE BEAM — BASE TO CHIMNEY N r I SLAB 16 PROVIDE 7" STEP 2'-0"x2'-0"x1'-6" o—%I DOWN OUT OF I I CONC.FTG WITH N EXISTING BASEMENT I I UNFINISHED (3) #5 REBAR E.W. I I BASEMENT (PROVIDE NEW FINISHED MASONRY) \ I r — e Y ' N 1 RYWELL BELO -----j -I I I BOTTOM OF STARS STORAGE ROOM i N WVIDE ACCE S I ° I I I - -- — - -- - - \\ CHIMNEY o FLUSH CODNCRETE BEAM \ ABOVE 2'-0"x2'-0"x1'-6"— A' '-0"x2'-0"x1'-6' f;a• I CONC.FTG WITH - -- -- - - - - 0 (3) #5 REBAR E.W. \ PROVIODE DRAIN AT I \ BASE-- OF STAIRS -8" „ ; I I CEDAR CLOSET \ AS REQUIRED I ,•, ,� N \- ®® 2 EXISTING CONCRETE PIER EAST END DESIGN ASSOCIATES LLc 2'-0"x2'-0"x1'-6" I CONC.FTG WITH N EXISTING I I CRAWL SPACE PO Box 1675 TOP 0)F FOUNDATION TO BE (3) #5 REBAR E.W. " I'-44Y4" BELOW TOP OF UNFINISHED I I Southold, NewYorc 11971 EXISTIPNG HOUSE SUBFLOOR I — — — — — — — — — — BASEMENT E �. ,: "i � I •••• '•' •• � • �' •••' .• � I I E phone: (631)765-1862 4" PC.SLAB W/6x6 WWM 10 GA. , a' "a • fax(631)765-6820 E-Mall: CArm6888@aol.com - - - - - - - - - I m l I I I I SHEET NAME: SLAB I I " I I o f I I L - - - - - - - - - - �' � BASEMENT 0 I of COVERED FRONT I a 1 I I MASONRY PROVIDE FRESH AIR }� '4, 3'-6�fi— 9-2 COVERED—3' 10L�6 ; ', { �' & I FLOOR PLAN VENT _ _ PORCH ABOVE Ltp , I t�s• CO of — 3. NOTE: ALL HEADERS TO BE MIN. OF I �- — — — —� 9�6 \ — / NOTE: ALL HEADERS TO BE MIN. OF •• (1) 31�"x9Y�" POWERLAM BEAM '��• �;5I — � (1) 3>Z"x9Y2" POWERLAM BEAM � (UNLESS OTHERWISE NOTED) � � (UNLESS OTHERWISE NOTED) OLT TO NOTE: 5/8" ANCHOR BOLT TO J- —3'-3 j BE PLACED D AT EACH 8" ANCHOR CORNER BE PLACED AT EACH CORNER WITH A MAX. SPACING OF WITH AMAX. SPACING - 2'-0" oc. AND WITHIN V-0" H G 2'-0" oc. AND WITHIN 1'-0" OF THE ENDS OF ALL SILL F OF THE ENDS OF ALL SILL PLATES. PLATES. INSURE ALL FOOTINGS ARE ENGINEER: EN I INSURE ALL FOOTINGS ARE i MINIMUM 3'-0" BELOW FINAL gP'Tl�1 �E MINIMUM 3'-0" BELOW FINAL GRA GRADE. E. JAMES DEERKOSKI, PE Professional Engineer > r 260 Deer Drive Mattituck, NY 11952 631-298-71 16 tom© .07 0F S �. 3'-9�"- '-4" --�'-4" 3'-2Y' -5+' --6'-5," 33'-1Y" OWNERSHIP AND USE OF DRAWINGS: 33'-1Y" 1t 0" These drawings and specifications including the 2'-0" '-8" 11'-8' 12 11Y ideas, design and arrangements represented 1 a/ therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 FOUNDATION P DRAWN BY: CMA SCALE: Al 04 1/4" = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18,2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) 2A 28 2C 2D l \ 111 I . M � amon � as .� wosm l - - - - - - - - I _ _- - \ Ff- � I I II II i \a \ - - - - - - — — -y - - - - - - - - - - \ 1 � - - I I I i I I I I ISI II II 111 i j i l I k I '4°� I t io I I I �� �•��° �� I I I I I I I I I I I I I I II I I I I I I I II it II - - I II II IIII i = 1 L =_________ ____— � III II I � - - L _ � I I 1 it fill II l j r — -1 I _J - - - -_—_—_- - - II _ --� - - I I I A1- - - —il- - - — 1711 =� Il ,� II II i F I Iii I I I I r 11 1 IL 11 I I i t I I 111 " Iii 111 I i \ II —i _ tr —_ II fI —l _ � _ II I l l I I r l I I -_ � I I l - - -I - - - - - - - - - � -� I I I I II _ - 1f — II IV l _ _ i� II P - - -- - - - - - - - - - - - - F/A - �I�I�I�I�___� I � III II it II F I ` - � I I ]wM 1 M I I I I I I I I If � I I Ni 11 i t I I I I l � - -I—I—I—I—►— — —y I � I I I I I // I I - IAL � `1�L------_ — JL_ -- - - � L � L_ _ L _ 4 !6 !!6 !!6I � � � - - —I (� jI I — L _ �- -I - -� I I II II I — L — � r— I L _ _ LJ I- - - II `11 I II illl L — — — — J L _ _ � — Jul �--. ___ ____ -- PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 t WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) �I I I WN24 � II II CUSTIO ARCH �! 11� I =-SII', CIFD 0,80 - CCM244 !CCM2448''I _ �� jl II' � � I I'L' CCM3256 II ' CCM3256 CCM3256 ! CCM3256 II CCM2819C h'' ! CCM3256 CCM3256 !I — CCM3256 CCM3256 - J — I CCM CM286p! ICCM2860 I �CCM2860, 2860 j -- — Ali 1�t SPESLOCROS' -- , - �-- GR AT SIDE WEST ELEVATION I ----------- i EAST END DESIGN ASSOCIATES u,c ' .llop PO Box 1675 _ I 5130 Main Bayview Road Southold, New York 11971 phone: (631) 765- 1862 fax(631)765-6820 E-Mail; Ar I.E Ma I. C m8888@ao com CCM3256 LILCCM�3256 ' CCM3256 ' CCM2872, CCM2872 CCM2872';( (CCM2872 CCM2872(' CCM2 72i; CM28 �; j CCM2872 SHEET NAME: CCM3256 II CCM3256 CCM3256 CCM3256 CCM3256 III ! WEST ELEVATION I SOUTH ELEVATION CCM2819c ! I — ! ii i P I CCM247 I�CCM241 CCM247 CM2472' CM247� CCM241 C� M247�CCM241 ' i j p'I CM28 I� CCM2872 � CID zz IFD26 C I X ! �IFD26X ! --- l DO NOT SCALE DRAW NGS USE DIMENSION PLA CROSS SECTIONS — — ENGINEER: GINEER' SEAL: NEbY�` D rp . JAMES DEERKOSKI, PE 6o9�O� SOUTH ELEVATION Professional Engineer 260 Deer Drive Mattituck, NY 11952 . 631-298-71 16 O p OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: A201 i 1/ = 1'-0" DATE: 01-25-06 1 PROJECT TITLE & LOCATION: KOFINAS E RESIDENCE f 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or iI locations; all locations may not be noted.) I j it CAWN3232 �CCM2848�1 � I I_ I � _ I I i III �' -- I' a 2812 2 CM2812 CCM2872 CM287 ! CCM2872 CCM2872 CCM2872, CCM2872 CCM �_ 1CCM2872 ii CCM2872 LCCM2872'� ii, CCS M2872 _ I ! J ------------------ F44 - --- I'I — I i CCM2819c i I L T I P ,II I I CIFDi 3070 CI 470 CIFD30710' CCM2872 CM28 CCM2872 V II � I I'i `� C14 C-4I C-4 = iH, 2 CM2872 I i I , Lai I U QFD26 1 CA0xX IFD26X din GRADE EAST ELEVATION- -------------- ST END DESIGN ASSOCIATES LLC PO Box 1675 5130 Main Bayview Road Southold, New York 11971 II 'II I 1 I I I Phone: (631)765-1662 fax(631) 765-6820 CCM2860; ;CCM2860 CCM286 p !I CCM2860 CCM2860; E-Mail: CArm8888@aol.com CCM2872 CCM2al2 CCM2872' '1428-1SHEET NAME: 287 !, I EAST ELEVATION NORTH ELEVATION CCM2819c 1 ICAWN3232� �-- I I I _ i i I I ICCM2860 cCM2aso• I LLCM286� I i II I li II CCM2872 ;j 1 28721 1!CCM2872 'CCM2872 M28I !CCM2872 I CCM2872'', �n — -1 DO NOT SCALE DR WI S USE DIMENSION PLA S CROSS SECTIONS ENGINEER: E (NEER' 0 NEW Y � S.DE NORTH ELEVATION JAMES DEERKOSKI, Professional Engineer �?, :_.,. . x - 260 Deer Drive f Mattituck, NY 11952 2 631-298-7116 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including th ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT N0; SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: A202 1/,4!l 1" C I,_O„ DATE: 01-25-06 PROJECT TITLE & LOCATION: NOTE: ALL WINDOWS TO BE IMPACT RESISTANT AS PER MARVIN MANE. SPECS OR EQUAL KOFINAS 1st FLOOR WINDOW AND DOOR HEADER INFORMATION WINDOW # MARVIN WINDOW # EUN TSS HEADER LOCATION LINTEL DESIGN AND REFERENCE CHART IDENCE CONC. BLOCK WALL FIRST FLOOR 3 .. 552 EAST ROAD 101 WEST SIDE THRU 105 CCM2860 PROVIDE (2) 1/a x9Yz" LVL HEADER Y2 STEEL PLATE CUTCHOOUE FIRST FLOOR PROVIDE (2) 13/4"x9Y2" LVL FLUSH HEADER TOWN F SOUTHOLD THRU 107 CCM2860 NORTH SIDE 106 �Z\\ Y2" STEEL PLATE LONG ISLAND, NEW YORK FIRST FLOORW6x 1 5 STEEL BEEM W6x25 STEEL BEEM 108 CAWN3232 NORTH SIDE PROVIDE (2) 13/a"x9Y2" LVL FLUSH HEADER 1/2" STEEL PLATE NON—SHRINK GROUT SCTM # 1000-110-07-18.2 CCM2819c FIRST FLOOR WORKNOTES: NORTH EAST PROVIDE (2) 13/4"x9Y2" LVL FLUSH HEADER 109 THRU 117 CCM2872 CORNER (Notes shall be considered typical for items identified and 1 FO9 NON—SHRINK shall apply to all some and similar conditions or CIFDT2619c CIFDT5019c CIFDT2619c FIRST FLOORGROUT locations; all locations may not be noted. 118 PROVIDE (2) 13/4"x9Y2" LVL FLUSH HEADER CUIFD26XXc CUIFD50XXc CUIFD26XXc EAST SIDE CCM2819c FIRST FLOOR 119 SOUTH SIDE PROVIDE (2) 13/4"x9),2" LVL FLUSH HEADER H G F CCM2872 HEADER SEAM DETAIL "A" CIFDT3019c CIFDT6019c CIFDT3019c FIRST FLOOR PROVIDE (4) 13/4"x11%" LVL HEADER 120 CUIFD3070 CUiFD6070 CUIFD3070 EAST SIDE W/(1) Y2" PLYWOOD FILLER CCM2472-5 BOW UNIT FIRST FLOOR PROVIDE (3) 13/4"x14" LVL HEADER 121 EAST SIDE NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF CIFDT2619c CIFDT5019c CIFDT2619C FIRST FLOOR PROVIDE (3) 13/4"x14" LVL HEADER (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y2'x92' POWERLAM BEAM CUIFD26XXc CUIFD50XXc CUIFD26XXc 122 SOUTH SIDE (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) VERIFY EXISTING HEADERS 123 THRU 124 CCM2472-2 SOUTHSIDES (O OR IDE EXISTING HEADERSREMAIN INSURE MIN, 2)2x10 115 VERIFY EXISTING HEADERS 116 125 CUIFD60XXc � SOUTHSIDE FLOORFIRST EXISTING HEADERS TO REMAIN F25] CUIFD6OXXc INSURE MIN. (2)2x10 114 VERIFY EXISTING HEADERS 126 THRU 127 CCM2472-2 FLOOR A SIDE EXISTING HEADERS TO REMAIN A 1 17 INSURE MIN. (2)2x10 2 1 4 x74 LVL FLUSH LEDGER BEAM 113 SETWIN@1s 3" FIRST FLOOR RIPPED TO MATCH HEIGHT END OF SET ®,0'-3" 118 128 THRU 132 ARCHES SOUTH SIDE ROOF JOISTS / CEILING JOISTS , CEILING x 9O LVL - 12" oc A/4% 9Y2" LVL CONSTRUCTED BOX BEAM CEILING JOISTS ® 10'-HtZ" 121 FIRST FLOOR VERIFY EXISTING HEADERS o J DOOR R.O. I WINDOWS R.O. 133 THRU 134 CCM3256-2 WEST SIDE EXISTING HEADERS TO REMAIN 112 / SET ®10'-3" cn �_ - - -- — - - SET X7'_10' - - - - - - C) © 119 FIRST FLOOR / o SOUTH SIDE VERIFY EXISTING HEADERS Z � � � 120 EXISTING CONCRETE BLOCK WALL 35 CCM3256-2 OF ENTRANCE EXISTING HEADERS TO REMAIN B N111 w/ 2x4 STUDS ON INSIDE 1 B VESTIBULE - - - - -F'7M D SZFFIT ECTIONj - - VERIFY EXISTING FIRST FLOOR WALL CONSTRUCTION. NEW W140 x 14" - 16" oc IF EXISTING STRUCTURE IS WOOD - 136 2070-3670-2070 FIRSTFLOOR FS DOR a - (3)13/4"x9Y2" LVL HEADER I I CEILING JOISTS 11'-1Y2" NEW SECOND FLOOR SHALL BE WOOD , 13'4" x 9Yz" LVL - 12" oc � 110 � CEILING JOISTS ® 10' 8)�" o DOOR R.O. I � EXISTING 2 x 8-16" oc � O DOUBLE EVERY OTHER JOIST 8I SET ®9'-2N2" CEILING JOISTS @ 11'-1Y2" W J I FIRST FLOOR PROVIDE 2 13/4"x9Y2" LVL FLUSH HEADER <J o o I 137 WROUGHT IRON GATES WEST SIDE ( ) a _ I _I I EXISTING d fi=x J NI INFORMAL DINING I FIREPLACE PARLOR 1 2 _�� WI 1D W^ D w^ I AND HEARTH o I I 0 � RAFTER HOLDDOWN STRAPS I N �I J J J J Z J®Q J Q lO I GRAIL ROOF SYSTEM (INSTALLED AS PER MANF. SPEC.) s" x / x Y," 80X; TUBE I F- IW �5�, '2 �w GALV. WALL LATH TO BE INSTALLED (STICHED NAIL AS PER MANF. SPEC.) I w/ J4" TOP ANDD v v IW BOTTOM PLATEE .X n v zx o (1) LAYERS OF 3/4" P&T UNDERLAYMENT (EXTERIOR GLUE) r Z I a o ILL TO BE INSTALLED OVER (1) LAYER OF 3/4" CDX -I°' o I I0 STAGGER SEAMS 2 W16X40 Lo w ( ) 3Y2"x18" GLUELAM I� I IL STEEL PLATE Y"x 1 6" (1) LAYERS OF 3/4" P&T UNDERLAYMENT (EXTERIOR GLUE) W16X40 STEEL -BEA1M (2)13/4"X9Y2" LVL FLOOR JOISTS �� w I ILL TO BE INSTALLED OVER (1) LAYER OF 74 CDX (STAGGER SEAMS) 13/4"x 16 LVL FLUSH BEAM I - - - - c o NEW CONCRETE DECORATIVE MOLDING DETAIL "E" FIREPLACE AND HEARTH FAMILY ROOM —6" 4" x v," BOX TU � I P AND (MATCH HOUSE) I (BOTTOMOPLATE — — — — — 2 m Rf4ME OFFIT (SEE SECTI N) 315" x 18" G J x STEEL I BEAM w x 16" STEEL LATE WELDED TO SIDE 0 8 TO REMAIN �OOO� w Sfl�K OPENING 2)13 "X9Y2' LVL PLU BIN J01 T o ' NK p uj W C a �m 3Y2"x18" LVL ROOF RAFTER HOLDDOWN STRAPS 3 - -W EXISTING FIREPLACE W VANITY ( `O o m i I AND HEARTH C PARAPET BEAM WASTE I IL EXISTING 2 x 8-16" oc i I > o EXISTING 2 x 8-16" oc _ I I CEILING JOISTS 0z 6" x 4 x Y4" BOX TUBE > KITCHEN CEILING JOISTS wN c 13'4" x 9Yz" LVL - 12" oc w B TTOMOPLATE J P AND z x X tO 0-I I CEILING JOISTS ® 10'-$V2" rn C2 p 3 3 n 123 1" X 6" TONGUE & GROOVE DOUBLE EVERY OTHER JOIST � I m BEADED SOFFIT (MATCH HOUSE) I• 3Y2"x18" GLUELAM WI40x9 CEILING JOISTS -16"oc. LL I - O STEEL PLATE Yz"x16" o (2�1�'a"X9Yz" LVL FLOOR JOISTS vE �oc W16X40 STEEL BEAM rj CREATE NEW EY RGD CE 134" x 18" F14 L`ttSH ER BEAM PLYWOOD FILLER 13/4"x 16' LVL FLUSH BEAM To NEW FAMILY WE os o >✓DNCRE OVER ��E — — — — FORMAL DINING 1�'4"X117/8" LVL �� 1� WITH STEEL PLATE I I I 8 CHASE DETAIL F Z JACUZZI UB SHOWER — — — — 128 � cn ABOVE ABOVE °0 DO N SHOWER/ TOPS AND BOTTOM (SE:t DETAIL "4") T1 IR WASTE (2)1 3/4"X9Yz" LVL FLOOR JOISTS , FIZt �I � 13'4 �4"x -12"oc. LVL CEILING JOIST / RAFTERS � SHOWER SEAT SEE PANTRY o O `a TAPERED CUT Y," PER FOOT ovE HEADERLn -' BEAM r 124 129 HEADER SEAM DETAIL "B" ,08 � r ,�" VL - 2" c DETAIL "AC — — — — � _ POWDER 0@ CEILING J I TS ® OYz1. COST ROOM • oCn CLOSET W.C. BIDET V_ WASTE GRAIL ROOF SYSTEM (INSTALLED AS PER MANF. SPEC.) D ROVE — — WAST — — — — GALV. WALL LATH TO BE INSTALLED (STICHED NAIL AS PER MANF. SPEC.) PROVIDE GRAIL SYSTEM FLASHING UP THE WALL m D (1) LAYERS OF 3/4" P&T UNDERLAYMENT (EXTERIOR GLUE) PROVIDE LEAD COATED COPPER COUNTER FLASHING 13 " x ,2• oc , EXISTING 2 x 8-16"_ oc . W TO BE INSTALLED OVER (1) LAYER OF 3/a" CDX INSTALLATION OF THE ABOVE IS TO BE IN ACCORDANCE WITH MANF. SPECS. CEILING JOISTS ® 8'-4 " I I ( I I I CEILING JOISTS ' o (STAGGER SEAMS) 3Yz"x 18" LVL CUT ON Ya� PER FOOT W' ' W G ° I ( I I /D I oowN ABOVE WASTE , /D O � R-30 INSULATION ,' 2 13/'X9Y LVLI + WASTE FLOOR JOISTS I I i FXISTING 2 x 8-16" or. . I I8-16" i I 125 130 OF P&T UNDERLAYMENT EXTERIOR GLUE) . EXISTING 2 x oc , (1) LAYERS �4 1 � BATH �`�� WALK-1N � /D I I � CEILING JOISTS I I CEILING JOISTS SHOWER/ I I o TO BE INSTALLED OVER (1) LAYER OF 3JY4" CDX (STAGGER SEAMS) RAFTER HOLDDOWN STRAPS WASTE CLOSET WASTE o C� V CONCRETE DECORATIVE MOLDIN BIDET (MATCH HOUSE) AB vE FOYER x /D ABOVE Y SHOWER T �/ 3 2"x18' LVL ROOF d (2 )13/4"XVY" LVL FLOOR JOISTS ABOVE PARAPET BEAM iI 1" x 6" TONGUE & GROOVE I - - - - tiFy�p�C�c �,_ BEADED SOFFIT (MATCH HOUSE) SEE DETAIL "E° W1 40 107 ® LINE OF FOYER ADDITION \,y o 126 131 3/4' PLYWOOD FILLER 3Y2"x18" GLUELAM O p 13/4'x l 1%" LVL �Z BOVE 3 Z w STEEL PLATE Y2"x16" i 13."x7Y4"-12"oc. LVL CEILING JOIST / RAFTERS ®® - � (n DOO O. TAPERED CUT Y4" PER FOOT W16X40 STEEL BEAM SET 7' .0. FORMAL LIVING SEE DETAIL "B" EAST END DESIGN ASSOCIATES, i.rr GUEST SUITE # 1 _ PO Box 1675 I 13/4" x 9 LVL - 12" oc STUDY 5130 Main Bayview Road M ` 1 94" x 9Yz" LVL FLUSH LEDGER BEAM 132 CEILING JOISTS © 8'-0 Southold, New York 11971 DOUBLE EVERY OTHER JOIST w �� 136 w phone: (631}765-1862 fax(631)765-6820 E tz (2)13',"x16" LVL FLUSH BEAM _ E E-Mail: CArm8688@aol.com v F 3 (TO FORM ROOF LEDGE) 3 r- I N S Imo= S N o 3 I ❑ SHEET NAME: o I S w 135 5 Z 5 o® 3 r 127 O w U V U w Z O I Iia COVERED ENTRY 3N EXISTING 2 x 8-16" oc_ __ Z w FIRST FLOOR PLAN It 106 L0 r I�' �� CEILING JOISTS 0 t34" x 97' LVL ROOF JOISTS - _j L �� OPEN �D , EXISTING 2 x 8-16" oc Z w CEILING JOISTS TAPPERED CUT n Ion o -y'a CEILING JOISTS ' 3 � Y4" PER FOOT ^ w I'�^ ' ` FLAT ROOF SYSTEM OVER INFORMAL DINING AREA .x� ►-0� (2)13'4"x16" LVL FLUSH BEAM—- sET @7-w" SET 07'-. WINDOWS R.O. 13s � 114 -- - - - - - - - - - - �- TO FORM ROOF LEDGE �_ mm(immse: 11-is am 4 DETAIL1l�11 n o o n 134 133 ❑ WINDOWS R.O. Flo �� �� 105 SET ®6'-7" 101 GRAIL ROOF SYSTEM (INSTALLED AS PER MANF. SPEC.) 134" x 9J4" LVL FLUSH LEDGER BEAM GALV. WALL LATH TO BE INSTALLED (STICHED NAIL AS PER MANF. SPEC.) PROVIDE GRAIL SYSTEM FLASHING UP THE WALL 137 (1) LAYERS OF 3/4" P&T UNDERLAYMENT (EXTERIOR GLUE) PROVIDE LEAD COATED COPPER COUNTER FLASHING" CDX INSTALLATION OF THE ABOVE IS TO BE IN ACCORDANCE WITH MANF. SPECS. 04 CEILING JOISTS 02 ROOF JOISTS RIPPED TO MATCH HEIGHT END OF / TO BE INSTALLED OVER (1) LAYER OF 3/4 103 (STAGGER SEAMS) 3Yz"x18" LVL CUT ON Y4" PER FOOT R-30 INSULATION (1) LAYERS OF 3/a" P&T UNDERLAYMENT (EXTERIOR GLUE) TO BE INSTALLED OVER (1) LAYER OF 3/4" CDX (STAGGER SEAMS) CONCRETE DECORATIVE MOLDING RAFTER HOLDDOWN STRAPS (MATCH HOUSE) NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF ENGINEER: P 3 "x18" LVL ROOF (1) 3Yz"x9Y2" POWERLAM BEAM (1) 3Yz"S O ERWISEAM BEAM 3.oE�,S, ,pg Yz (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) PARAPET BEAM JAMES DEERKOSKI, PE h 1" x 6" TONGUE & GROOVE k' Professional Engineer r ¢ I BEADED SOFFIT (MATCH HOUSE) 3Y2"x18" GLUELAM W140 9 CEILING JOISTS 16"oc. 3/a PLYWOOD FILLER H G 13/"xll7/" LVL SEE DETAIL "F" t� STEEL PLATE Y%16" 260 Deer Drive , SEE DETAIL BB" 3 „ W ,6X40 STEEL �EAM 631-Mattit98 71 11952 1/4 x 161 LVL FLUSH BEAM 631-298-71 16 S1CD z i�1 N I w OWNERSHIP AND USE OF DRAWINGS: Q These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. FLAT ROOF SYSTEM OVER INFORMAL DINING AREA PLAN FIRST FLOOR PROJECT N0: SHEET INDEX: „ 886-2005 DETAIL "D DRAWN BY: CMA SCALE: S101 1/4" = V-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: NOTE: ALL WINDOWS TO BE IMPACT RESISTANT AS PER MARVIN MANE. SPECS OR EQUAL KOFINAS 2nd FLOOR WINDOW AND DOOR HEADER INFORMATION � EGRESS HEADER LOCATION LINTEL DESIGN AND REFERENCE CHART RESIDENCE WINDOW # MARVIN WINDOW # UNITS CUSTOM ARCH TOP HEADER LOCATION LINTEL DESIGN AND REFERENCE CHART 552 EAST ROAD 201 CUIFD6080 (@ CUTCHOGUE SECOND FLOOR PROVIDE (2) 13/4"x9Y2" LVL HEADER T WN OF SOUTHOLD 202 206 THRU CCM2860 WEST SIDE LONG ISLAND, NEW YORK SECOND FLOOR PROVIDE (2) 13/4"x9Y2" LVL FLUSH HEADER 207 THRU 213 CCM2872 NORTH SIDE SCTM # 1000-11007-18.2 WORKNOTES: SECOND FLOOR 214 CCM2872-4 (� NORTH EAST PROVIDE (2) 13/4"x9Y2" LVL HEADER (Notes shall be considered typical for items identified and CORNER shall apply to all some and similar conditions or locations; all locations may not be noted.) 215 CCM2872 SECOND FLOOR (3)13/4"x9Y2" LVL. HEADER EAST SIDE H G F 2176 216 CAWN3232 SECOND FLOOR (3)13/4"x9)/2" LVL. HEADER CAWN3232 EAST SIDE SECOND FLOOR SOUTH SIDE OF PROVIDE 2 3 " 17 CAWN3232-2 NEW MASTER ( ) 1/a x9Y2" LVL HEADER BEDROOM VERIFY EXISTING HEADERS SECOND FLOOR EXISTING HEADERS TO REMAIN 218 THRU 219 CCM2848 EAST SIDE 219 - WINDOW UNIT TO BE TEMPERED NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9)/2" POWERLAM BEAM (1) 3Y2"x9Y2" POWERLAM BEAM SECOND FLOOR VERIFY EXISTING HEADERS (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) 20 CCM2872-4 EAST SIDE EXISTING HEADERS TO REMAIN SECOND FLOOR (3)13/4"x9Y2" LVL. HEADER EAST SIDE 211 221 CCM2872-5 12 SECOND FLOOR (3)13/4"x9Y2" LVL. HEADER 210 22 THRU 228 CCM3256-2 SOUTH SIDE \ J 225 - WINDOW UNIT TO BE TEMPERED VERIFY EXISTING HEADERS ®C2��\ J r\Q5 WINDOWS R.O. ❑ SECOND FLOOR EXISTING HEADERS TO REMAIN A �,� , �'\ J �o SET @8'-0" 229 CCM2448-2 SOUTH SIDE INSURE MIN. (2)200 2092X8 is o\s \ 6����0 _ 14 cE®ANG JOISTS 101-C)" --� .� p q_ r — — — — +� p o 220 �1I ° I 215 0 00 00 Cn / I o W a WINDOWS R.O. J J G / - - 3 -- •- - -- - - - - - - - - - - - - -- -- L_ I FRAMED SOFFIT (SEE SECTION I J oQ / B PGWEREM4-BEAM-{B&TPY+SET g-5¢=) \\ N // I I \\ ° //Lo 1 2 x 10 - 16" oc 't' 2 x 10 - 16" oc a RAFTERS I, RAFTERS1 0 o EXTEND o \ x / 0 \ I u I 0-_I EXISTING ." v \\N // N / \ i ° CHIMNEY w W O o a o PROVIDE i4` a 2 x 10 - 16" oc I 2 x 10 - 16" oc,, � 221 I _ DECORATIVE r o L- o a ,+ RAFTERS RAFTERS 0 „.�•• .... Ln in 0 / >� °Of w Q > TOP o /� z / 00 w \ I o0 w w ,� / 0 \ Of I W 0 w x� \\ I x o� x / w �ckz / I-zZ N� \\ I LLJ \ w Ll 2' 4 // tl \\ x — — — — — — — - - — —rumrrsbFFIT�s�sE rION ) i W46az"La // x \\ i PROVIDE a 3—PLY ROOF TRUSS / \ DECORATIVE 04 - - - - TOP ON x J L� — 5 x777/J-MWERrAIOrEEAM OTTovr= �' - �� EXISTING co`` -I CHIMNEY 1 g FRAMED SOFFIT (SEE SECTION) /D W140 x 9Y2" 12" oc CEILING JOISTS ® 9 -1 EXISTING WINDOWS R.O. WINDOWS R.O. C o= ° _o \ E o_ o -SET ®6'-10" SET ®6'-10" FIREPLACE �� AND HEARTH C Ln W �,� )� t� J,t 218 � w 0 06 �� ��' o ® , EXISTING 2 x 8-16" oc EXISTING 2 x 8-16" oc o L Fn o 216 z w CEILING JOISTS CEILING JOISTS r- ; o = M W140 x 9Y2" - 12" oc N o CEILING JOISTS @ 9'-1Y8" cn I Cf) 22 �p N C) N 17 Lo z_ C;: TEMPERED GLASS 0 3 UJ /D V)a0 I IWINDOV S R.O. 3 • I SE ® - 0" o rn o E EC ONE / NICHE 40 9Y2" - 12" oc z w / EIL JOISTS Cc 9'-% g v 07 LL // 1 2 2x8s W 1 Y" STEEL FLITCH P E o- 0 > / 0' w ° 3 � � ° W.C. /D o © / �o _ �00 v)O ABOVE 3 � QZ D 3© � /D �0UJ _LLJ � e ` I I W6x25 STEEL BEAM x C� I I /D ABOVE w • w I I WITH AND STEEL 0 z } I I � / 1 cn K w EXISTING 2 x -1fi" oc a 1 h 1—(SEE DETAIL "A") z UJ w I I EXISTING 2 x 8-16" oc CEILING JOISTS N v CEILING JOISTS W140 9Y2" - 2" oc I 1 w VANITY z CEILIN OISTS @ 9 -1 ABOVE \\ t BATH PROVIDE w \ I • I o DECORATNE I [n /D ING ® 3 ® v L RO USS CHIMNEY Z w o \ to /D STEEL FLITCH N �- — — — — — — — — — —FBAMER SQFEII z _ LJ Lu 4/z a ,' ` 3 r CEILING JOISTS 1 o I \ :a0 / 1 v STEAM r w ? _ � \ \ J / I Z GENERATOR g° EAST END DESIGN ASSOCIATES uc 0 03 I 1 o a. _ WIINDOWS R.O. 1 1 \`\ 1 z_ w \ o < / W SET ®6'-10" `o ` o� \ L� \ I / I \ PO Box 1675 \ x> 'D cwn / I \ I 5130 Main Bayview Road \ w \ "L<� / I \ PITCH HEAIDER SIZE TO PEP I Southold, New York 11971 \ z \ MIN. (2)2x10 (VIF) 1 - - - - - - - - - - — _ - - y phone: (631)765-1862 2 x 10 - 16" o� U /2 x 10 - 16" oca I \ M VE�IFY w E fax(631) 765-6820 E RAFTERS — — — RAFTERS I _ 229 o _ > cn I DE AIL cn m E-Mail: CArm88s8C�aol.com - - - \\ I -1�o � �� - / EXISTING 2 x 8-16 oc w o SHEET NAME: / co \ ) I 1 28 I I N CEILING JOISTS — — 3 � U) N 25 / I w \ 1 [� �- 11 Iry o � Wv SECOND FLOOR PLAN U,� I // \\ 1 = 1 I I EXISTING 2 x 8-16" oc w o z 0 0 1 / x \ 1 1 I 1t CEILING JOISTS ~ _ I a Z // `� \\ I 1 1 1 1 WINDOWS R.O. WINDOWS R.O. I / \ 11 11 a OPEN— — — — — — — — SET @6'-10" HOOKSA SET @6'-10" � — BAMED SL1FElI r<.SEESFSC]t�ll DOOR R.O. - - SJL - - - - -,- - - - - SET @8'-0" PITCH 1 PITS HEADER SIZE TO BE HEADER SIZE TO BE 201 _ _ 1 _ MIN. (2)2x10 (VIF) MIN. (2)2x10 (VIF) E PROVIDE LEAD COATED COPPER 27 26 FLASHING OR APPROVED EQUAL AT THE INTERSECTION OF WALL AND ROOF AS REQUIRED. ds PROVIDE STAINLESS STEEL PARAPET SCUPPER DRAIN, 3" OUTLET AS PER JAY R. SMITH PLUMBING SUPPLY NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y2"x9Y2" POWERLAM BEAM (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) ENGINEER: C� JAMES DEERKOSKI, PE Professional Engineer H G 260 Deer Drive Mattituck, NY 11952 �� 0. 07 631-298-71 16 ' OWNERSHIP AND USE OF DRAWI S: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design SECOND FLOOR PLAN Associates, LLC. No part thereof shall copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: S102 DATE: 01-25-06 PROJECT TITLE & LOCATION: NOTE: ALL WINDOWS TO BE IMPACT RESISTANT AS PER MARVIN MANE. SPECS OR EQUAL KOFINAS 3rd FLOOR WINDOW AND DOOR HEADER INFORMATION WINDOW # MARVIN WINDOW # EGRESS HEADER LOCATION LINTEL DESIGN AND REFERENCE CHART RESIDENCE THIRD FLOOR VERIFY EXISTING HEADERS 552 EAST ROAD 301 CA1NN2424 WEST SIDE EXISTING HEADERS TO REMAIN CUTCHOGUE THIRD FLOOR (3)13%"x7Y4" LVL HEADER TOWN OF SOUTHOLD 02 CCM2848-4 SOUTH SIDE LONG ISLAND, NEW YORK THIRD FLOOR 03 30x45 GLASS SKYLITE NORTH SIDE SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) H G F NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y"x9Y2" POWERLAM BEAM (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) I \ F- - -� - � � � - - - -� r _ TI_ _ B I r- - - - - - - - - - - - - - - - - - - - - -- - --I =_J LL = -a I B i l I I 11 II II I I I I I III I- - - -4 I it I I l i I I I I i t I 11 I I 1 1 III I I I I I I I I I I i l I� I l I I I I III F - - - - - - - - - - - - - - - -Li I II I I �_-,� �I ��_� II I I II I r - - - - - - - -T - - - � I I I I I IL - - -SII II I I I I - - - - - - - - - - - - - - - - - - - - - - -1 it — C I I 1 I �I � Irj 111 III17-1 I I f� L _ _ I I - - - - - - - -P L16-6-i-3 - -_-_- Z 5.o - - - - - - - - - - - - - - � I11 II II Il � I II I � 11 II II it II II II I r- —I—I—I—I—I— L_ _ _ _ JJL- _ L_ _ _ JI I I I I I I I I — — — � C ES NOTE: F 1 — — –' 1I L_ _ L _ J- — U WALLS ARE TO BE / — BUILT ON TOP OF / 1 II I I II IL _ 1- - i1 I- - -I -J- / L _ L — 4 I T_ J i° — — — (3)200 10 RAFTERS TRIPLE RAFTERS owl 303 I i I I I I L__s uG J // Le I D 11 I I I I ;I EXISTING wQBATH 6- II II II Zol 00 L _ _ _ - - - JUI 0 t L - - � `ll- - - - - - - - to, EXISTING FINISHED BONUS ROOM Q ® ° i Z UJ II IL JI \ III I I I I I I I \\ FRI I - - I L - - - � riL7 C-- JJJ LII I (3)2x10 RAFTERS i II r - - - - - - - NOTE: \\ i FI WALLS ARE TO BE LW II BUILT ON TOP OF � I l TRIPLE RAFTERS \ 1 I 1 I I I L EAST END DESIGN ASSOCIATES, LLc _ _ 1 I PO Box 1675 II 1 5130 Main Bayvlew Road Southold, New York 11971 PITCH PITCH \ I // I I J - - - - - - - - - - - -Lys phone: (631) 765-1862 \ E fax(631)765-6820 I I I — — — — 1 — — — — E-Mail: CArm88W@ool.com i I I I I SHEET NAME: I II I Ii i i i i 301 THIRD FLOOR PLAN CL WINDOWS R.O. a- I I SET ®5'-8" L - - - - - - / 41 \ / \\��\ - - - I j I —� L. - - - - —�- - - I - - - — �)— . PIS_ ! PITCH � PROVIDE STAINLESS STEEL PARAPET SCUPPER DRAIN, 3" OUTLET AS PER JAY R. SMITH PLUMBING SUPPLY hi NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y2"x9Y2" POWERLAM BEAM (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) ENGINEER: NGI DEF� Q9,�. JAMES DEERKOSKI PE Professional Engineer ' - ..it <`°' ,,260 Deer Drive m"Z _' Mattituck, NY 11952 �� ,fj' 631-298-71 16 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: S 10 3 DATE: 01-25-06 PROJECT TITLE & LOCATION: NOTE: ALL WINDOWS TO BE IMPACT RESISTANT AS PER MARVIN MANE. SPECS OR EQUAL KOFINAS BASEMENT FLOOR WINDOW AND DOOR HEADER INFORMATION EGRESS HEADER LOCATION LINTEL DESIGN AND REFERENCE CHART RESIDENCE WINDOW # P,IARVIN WINDOW # UNITS CLAD MAGNUM BASEMENT (1)1%4"x14" L\'L BOX BEAM HEADER 552 EAST ROAD I T RN HOPPER NORTH SIDE PROVIDE (2) #5 REBAR LINTEL 001 TILT / 3236 IN CONCRETE ABOVE WINDOW CUTCHOGUE CLAD MAGNUM BASEMENT (1)13/4"x14" LVL BOX BEAM HEADER PROVIDE (2) #5 REBAR LINTEL TOWN F SOUTHOLD O2 TILT / TURN HOPPER NORTH SIDE 3236 IN CONCRETE ABOVE WINDOW LONG ISLAND, NEW YORK 3068 FIBERGLASS DOOR BASEMENT (1)13/4"04" LVL BOX BEAM HEADER 03OUTSWING NORTH SIDE PROVIDE (2) #5 REBAR LINTEL SCTIVI 1A 1000-110-07-18.2 N CONCRETE ABOVE WINDOW WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) 2A 2B 2C H G F 2D NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3X2"x9Y2" POWERLAM BEAM (1) LESS YO OTHERWISE BEAM (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) NOTE: 5/8" ANCHOR BOLT TO NOTE: 5/8" ANCHOR BOLT TO BE PLACED AT EACH CORNER BE PLACED AT EACH CORNER WITH A MAX. SPACING OF WITH A MAX. SPACING '- 2'-0" cc. AND WITHIN 1'-0" 2'-0" oc. AND WITHIN 1 OF THE ENDS OF ALL SILL OF THE ENDS OF ALL SILL LL PLATES. PLATES. INSURE ALL FOOTINGS ARE INSURE ALL FOOTINGS ARE MINIMUM 3' BELOW FINAL MINIMUM 3'-0" BELOW GRADE. RA GRADE. GRADE. LINE OF SOLID BLOCK VENEER AS REQUIRED BY GRADE. LINE OF SOLID BLOCK ° ' •. 1 VENEER AS REQUIRED // BY GRADE. / a /fiJjff y ; TOP OF FOUNDATION TO BE 3'-1" BELOW THE TOP OF FRONT FOUNDATION FOUNDATION HEIGHTr BREAKCD A �f - - - - - - - - - - f °%, W140 x 14" - 16" oc . '� " '_ '_.'.- _-a- -- ' _ _- = _ LINE OF SOLID BLOCK _ • .. •'__ / ,'r •' .•, 1 :, �• d, .a,', . ,�:'�nr-'.-,- v I VENEER AS REQUIRED l f{ FLOOR JOISTS @ 10'-1Y2" �/ BY GRADE. 9'-0" CEILING //- — — — — — — — — — j •,` I \� •7` ,' I LINE OF SOLID BLOCK+�� I VENEER AS REQUIRED ' �i / ��� in I� L - - - - - BY GRADE- - - - - - - - - - - - \•' VERIFY WINE CELLAR _ - •T -- __ — _ - - ,-- _, _= FOOTING B 9'-0" CEILING 1� .�® ,• • •' °' r •' AND 1 • j f W140 x 14" - 16" oc l — - - - - - - - - - - - - - DEPTH LANE OF SOLID BLOC �I Of FLOOR JOISTS @ 10'-lY2" �m W VENEER AS REQUIR D ' I Dof BY GRADE. .�„ /1 15'-6Y2" ' 1 X z� = LLJ o I' 1 4" PC. SLAB W/6x6 WWM 10 GA. 1 °m a a w f J ,'. �o LOB 1Cn ' it I _"�"o `` CRAWL SPACE � • '/ STEEL STUD WALL 1 -- x 307 ? 2" P C.SLAB 1 0 `'- D _ _ _ _ I Ofcn N I i r : ^ 1X X o EXISTING CRAWL SPACE 001 I W14W14Q x 4" - 1 " oc L LOWER WALL I I _ 1 �I FLOOR JOISTS @ 10'--1)/2" 1 I FOR OWES ¢o X EXISTING 2 x 10-16" cc �I LEVEL 1-T 1 i ^ FLOOR JOISTS N 3Y2" STEEL COLUMN •. /Illf/1���J� 2 13/" x 14" LVL - FLUSH HEADER ✓ EXISTING CONC. I TO REST ON N 2" PC.SLAB LINE OF SOLID BLO K ' c I I I EXISTING FOOTING VENEER AS REQUIR WALL TO BE BY GRADE. ,.'. �•; ' ,' i J I .' I REMOVED 1 I i I (2) 13/4" x 9Y2" LVL I✓ I ( I I FLUSH HEADER 1 �' °' �•' � i `t < Ir'• CREATE ESS SINK : 1 I i cleanout • 1 x = I�; I L I_ L J 3'-0"w x 4'-0"h ABOVE c 2 D I� (n 9'-0" CEILING ' �'• 1-__ 1 . ,• :DX I I 6" x 4" x Y4" BOX TUBE i ••^ I PROVIDE �' I� 1 I I w/ Y2" TOP AND BOTTOM PLATE . :,•:, I PLUMBING N IG I a 1 SLEEVE I i EXISTING g °' — 2 1 4 x 14 LVL - FLUSH HEADERI� ,4 1 3Yz" STEEL COLUMN �o O C ✓� (1) 3Yz"x1 1-7/8" LVL I TO REST ON N STOOP FOOTING 002 I rl DROPPED GIRDER lf, 1 �- EXISTING FOOTING z0 ACREATE CCESS 4'2" x 8'-4" x I�• I I I " x " BOX TUBE �� 4'-0"w x 4'-O"h EXISTING 2 x 10-16" oc /BO HREBAR DIRECTIONSoc it I� I L- I 6 xY w/ Y2" TOP AND FLOOR JOISTS — — — — — '% " - ✓ " I 1 BOTTOM PLATE •' %�IJI/lJ/IIOrj FLOOR JOISTS I 1 r r I/ CRAWL SPACE I r - - - - - - - - � I 1 • '�'�: ,•-•.. • 0I % I 11 4" x 4" x Y4° BOX TUBE EXISTING UNFINISHED BASEMENT TO BE EXCUVATED OR 1 - - - - - - - - - W 1 L — I I� d I / J2" TOP AND PROVIDE A RETAINING WALL I I I 1 BOTTOM PLATE AS NECESSARY LINE OF SOLID BLO K , 4 I AND VENEER AS REQUIR D I (1) 3Yz"x 1 1-7/8" LVL EXISTING 2 x 10-16" oc r °: * I FLOOR JOISTS POUR A 2" P.C. SLAB IN BY GRADE. r I CONI. WALL ND ✓jl DROPPED GIRDER �` d CRAWL SPACE AREA AND INTERIOR WALL T I I I A 4" POURED CONC. SLAB fl I 5 -9Y2 BE REMOVED 1 — — — IN FULL BASEMENT HEIGHT AREA. I / I% ° : : i .• , ':: ,• ;^ — — _- 2L2x FLU H HEjADER — — �D WASTE FCUND�ATION HEIGHT BREAK — — — ', /1 Il J/TII/IJIITIlIlllI�IIIIJJ_/Jll /lUfIJIIlJI! II/ _ _ _ ABOVE EXISTING 2 x 10-16" oc FLOOR JOISTS BIDE :s I HEIGHT OUND BREAK — — — I — — — I i - - - { — w.c. WASTE i I 0 o. I 3 I SHOWER j — (2) x8 FLUSH HEADER AB VE I I II I I • / PROM 14 x 14"A ON ABOVE SIDE OF PLUMBING WAL J 1 1 w.c. ' (2)5x3k ROVIDE LINTEL WASTE 1 / D4" N EITHER SIDE OF PLUMBING WALL OWN /D I I I { PROVO WI40 x 1 2R 7", 1 � — — — — — — — — J O EXISTING CONCRETE (1) 3Y2"04" LVL 1 —FLUSH (CON RETE BEAM — BASE TO CHIMNEY GI WASTE FLUSH BEAM %I _ I ( SLAB n EXISTFING 2 x 10-16" oc EXISTING 2 x 10-16" oc_ i ✓ W140 x EXISTING 005 FLCOOR JOISTS FLOOR JOISTS (VERING) �I FLOOR JOISTS j x (PROVIDE NEW FINISHED MASONRY) UNFINISHED N� S�°Nn� PROVIDE W140 x 14" ON EITHER SIDE OF WALL �i O WASTE O ABOVE { I I I ✓ i i BASEMENT Z LL FURNACE F PROVIDE W140 x 14" ON EITHER SIDE OF WALL i LnAREA I w I 1 1 - - -- - - - - - - CHIMNEY L— — — — ✓ FLUSH (CON RETE BEAM ABOVE 1 (1) 3Y2"x1 1-7/8" LVL /Dnnfl, DROPPED GIRDERjl-� \ - - - - - - ✓ III m '•. i /D CEDAR CLOSET 1 EXISTING PIERRET NCE EXISTING FLOORxJO STSG" oc EAST END DESIGN ASSOCIATES LLc 1PO Box 1 •; I 75 4" PC.SLAB W/6x6 WWM 10 GA. EXISTING I I CRAWL SPACE 5130Man 5130 Main Bayview Road ✓ I I TO BE EXCUVATED OR Southold, New York 11971 1 , I W140 _FLOOR JOISTS nr % '• L_ — — — 2 PC.SLAB— — — — — BASEMENT D PROVIDE A RETAINING WALL phone: (631) 765- 1862 (✓ AS NECESSARYAND 1 E fax(631)765-6820 E I 1 STORAGE ROOM I✓ ,' : .' :•; I 1 E-Mail: CArm8888@aol.com i 1 I -D" CEILING I� ', I a ( POUR A 2" P.C. SLAB IN � CRAWL SPACE AREA AND 1 _ w A 4" POURED CONC. SLAB ✓ — — — — — — — — — — — — m - 1 1 ;• I li ,' ,�, r w ( IN FULL HEIGHT BASEMENT i I SHEET NAME: AR SLAB I U EA. 1 0l I IL - - - - - - - - - - � BASEMENT FLOOR PLAN z EXISTING 2 x 10-16" oc I 1 PROVIDE EXISTING 2 x 10-16" oc I I FLOOR JOISTS STOOP FOOTING a PLUMBING COVERED FRONT FLOOR JOISTS w I I 4'-2" x 8'-4" x 1'-0" PROVIDE FRESH AIR {� b I PORCH ABOVE o W 5 REBAR ,2" oc SLEEVE 1 0OL - l 1 I /BOTH DIRECTIONS VENT I WI40 x 14" - 16" oc I I FLOOR JOISTS — — J ','; I o 4" PC.SLAB W/6x6 WWM 10 GA. EXTERIOR FACE OF WALL LINE A: I L - - - - - - - - - - - - � ' ' • y �- — --� -'t- - - - - - HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF ENGINEER: EN NOTE: ALL H (1) 3X2"x9Y2" POWERLAM BEAM (1) 312"x EA RS TO AM BEAM (UNLESS OTHERWISE NOTED) 1•��� (UNLESS OTHERWISE NOTED) NOTE: 5/8" ANCHOR BOLT TO � NOTE: 5/8" ANCHOR BOLT TO BE PLACED AT EACH CORNER BE PLACED AT EACH CORNER JAMES DEERKOSKf, PE �L,a4`•I ,��• WITH A MAX. SPACING OF Professional Engineer WITH A MAX. SPACING OF H 2'-0" oc. AND WITHIN 1 2'-0" cc. AND WITHIN 1'-0" ' -� F OF THE ENDS OF ALL SILL LL 260 Deer Drive OF THE ENDS OF ALL SILL {i'a I � PLATES. \s7 PLATES. INSURE ALL FOOTINGS ARE Mattituck, NY 11952 t1� IV INSURE ALL FOOTINGS ARE MINIMUM 3'-0" BELOW FINAL 631-298-71 16C? MINIMUM 3'-0" BELOW FINAL GRADE. GRADE. OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design FOUNDATION P Associates, LLC. No part thereof shall copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: S104 DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS r RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 NOTE: ALL HEADERS TO BE MIN. OF NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9Y2" POWERLAM BEAM WORKNO (1) 3Y2%9Y2" POWERLAM BEAM (UNLESS OTHERWISE NOTED) (Nates shall be considered typical for items identified and (UNLESS OTHERWISE NOTED) NOTE: ALL ROOF VENTS ARE TO BE shall apply to all some and similar conditions or NOTE: ALL ROOF VENTS ARE TO BE LOCATED ON REAR SIDE OF HOUSE locations; all locations may not be noted. LOCATED ON REAR SIDE OF HOUSE H G F REFER TO DETAIL PG GN#2 REFER TO DETAILS PG 9 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 1%4" ,AGAINST HOUSE (3/,4") 1'x2" BLOCKING - 12" oc INSECT SCREEN 1"x6" FREEZE BOARD / A A6 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) 'QRS \ \ 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) 2f10 _ 1 0 g•' oc 'RAF?ERS ' - - - - - - - - - - - - - � MMMODMM IVEm amNes(losam w co R3 of , �I - - - - 0 ° oOsyX coo N r + ffoI�F � o,� < c� I I SF9y� REFER TO DETAIL PG G # ,'� I SyF �F��jO N REFER TO DETAILS PG 0/r- � �o ti OSP - _ 1 2 x 10 - 16" oc 2 x 10 - 16" oc � 1 I ''fV ;;: 9� � p II RAFTERS RAFTERS I 1 „ �" I sFy�o %o REFER TO I N RIDGE BEAM DETAIL 1 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) IW D II 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) �(� � CD I I 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE 0 I I i �`� I 2 x 10 - 16" oc 7 x 10 - 16" oc) 1" x 6" TONGUE & G:ROOVE BEADED SOFFIT (MATCH HOUSE) i o I 1 ~ u ' RAFTERS RAFTERS i _J Cf i " ��•' I � 1 1 Q I I o WLJ Li •4�P�I I o I I II 1 :xw 1 1 0- I I >� i t — — I I �z I I � I I o I I � Q I I �� I I I I I i t w X III IL - - - - - - - - - - _ _ _ _ _ I 3—PLY R00 TRUSS II I I ISEE DE AIL) III IIII ( rl - - - - - -� - - - 1 06 E RTIES f) I I I �- - �I- - - - -I-- fir- - - -� L _ _ _ _ _ - n �__ _=--,� I I 1 2 x 1011­ 16" oc I � x 10 - 16" I C p I RAFjERSI I RAFTERS C I I�j II II � 1 I li - - I II I1 III �� II _ ! 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SMITH PLUMBING SUPPLY NOTE: ALL HEADERS TO BE MIN. OF ENGINEER: EN L: NOTE: ALL HEADERS TO BE MIN. OF (1) 3Y2"x9Y2" POWERLAM BEAM (1) 3Y (UNLESS OTHERWISE NOTED)2%9Y2" POWERLAM BEAM (UNLESS OTHERWISE NOTED) JAMES DEERKOSKI, P NOTE: ALL ROOF VENTS ARE TO BE Professional Engineer LOCATED ON REAR SIDE OF HOUSE NOTE: ALL ROOF VENTS ARE TO BE I , 260 Deer Drive LOCATED ON REAR SIDE OF HOUSE F # ; i H Mattituck, NY 11952 .�• 631-298-7116 N 0 6+ �r OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, ROOF PLAN disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: S105 1/,411 = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS ' RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) 2x6/2x4 STRONGBACKi (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 200 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" cc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHEIRWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 12 12 HOLD—DOWN STRAPS AS REQUIRED BY NYS CODE 7 F 7 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 1 %4" AGAINST HOUSE (3/4") 1 %2" BLOCKING — 12" cc INSECT SCREEN \ 1 "x6" FREEZE BOARD 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) 1 x 6 TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) REFER TO DETAIL PG GN#2 REFER TO DETAILS PG 11 2X8 CEILING JOIST-16" cc. \\ R-50 INSULATION \ \ (2)2x8 TOP PLATE (2)13/4%9Y2" LVL. HEADER (DBL) 2x8 HORIZONTAL SUPPORT MASONRY STUCCO EXTERIOR FINISH z TO BE APPLIED TO WIRE LATH OR Q o FNEW i EQUAL FASTENED TO DRAINAGE BOARD J w f AS PER MANUFACTURES SPECS. Q Of READING I � w 0 30# FELT o o z o i ROOM = z 0 :D 3/4" CDX SHEATHING w w = U 2x8 STUDS — 16" cc. (DBL) 2x8 SILL R-28 INSULATION 3/4" CDX SUBFLOOR 2x8 SHOE (GLUED AND NAILED) o (2)13/4%9Y2" FLUSH BEAM SM 13/4"x Y2" LVL. FLOOR JOISTS-12"oc. (2)2x8 TOP PLATE (DBL) 2x8 HORIZONTAL R-30 INSULATION SUPPORT I (DBL) 2x6 HOR►ZONTAL SUPPORT r 1 MASONRY STUCCO EXTERIOR FINISH - TO BE APPLIED TO WIRE LATH OR EQUAL FASTENED TO DRAINAGE BOARD NEW AS PER MANUFACTURES SPECS. 30# FELT _ S ITTI N G - I I ROOM 0 3/4" CDX SHEATHING M I 2x8 STUDS — 16" cc. (DBL) 2x8 SILL R-28 INSULATION =� N 3/4" CDX SUBFLOOR 2x8 SHOE (GLUED AND NAILED) RAI1="_L_ i LVL BOX BEAM � W140x14 16 oc. JA N 2x8 ACQ SILL ®®®� — TERMITE SHEILD R-30 INSULATION II EAST END DESIGN LLC 1 Box 130 Main B 5/8" ANCHOR BOLTS 5 n Bayview Road MAX OF 2'-0" OC. 51 Southold, New York 11971 phone: (631)765-1862 fax(631)765-6820 E-Mail: CArm8888Qaol.com PROVIDE WATER—PROOFINGWATERPROOF SYSTEM AS PER MANUFACTURERS SHEET NAME: SYSTEM APPROVED BY BOTH SPECIFICATIONS STATE AND LOCAL CODES AND NEW BUILDING SECTION COMPATIABLE WITH REWARD WALL. BASEMENT l 1 '-0" CONCRETE a, 0-) FOUNDATION WITH REBAR AS NOTED NEW #5 REBAR CONTINUOUS FAMILY ROOM 16" cc. EXPANSION JOINT TOWER #5 REBAR — VERTICAL 24" cc 4" PC.SLAB W/6x6 WWM 10 GA. wxv. UNDISTURBED SOIL TO %rle V*0 ,rl ' "..h BE COMPACTED AS NECESSARY �-•� "••� r ;�+�.;•� 0 0 ';d rd&'.% ENGINEER: TO INSURE NO SETTLING 4*4;►' �*,�1. "Melt. 2'-8"x 1 '-4" 2'-0"x 1 '-0'° NC. FTG. MIN #5 REBAR 12" cc. PE CO JAMES DEERKOSKI, CONC. FTG. MIN (4) #5 REBAREngineer , '` W OF 3'—O'> OF 3'-0" Professional BELOW FINAL GRADE. BELOW FINAL GRADE. 260 Deer Drive Mattituck, NY 11952 �p� p 631-298-71 16 Q OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: D401 1/299 — 11_090 DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS i RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING (2) 2x8 HEADER BETWEEN RAFTERS WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TECO TO 2x10 RAFTERS TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS INSURE PROPER ,AIR SPACE FOR VENTING (2) 2x8 HEADER BETWEEN RAFTERS 2x10-16" oc RAFTERS TECO TO 2x10 RAFTERS 3/4" CDX EXTERIOR SHEATHING INSURE PROPER AIR SPACE FOR VENTINGWEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) /� \ TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING r \�� REFER TO HOLD—DOWN STRAPS AS (REQUIRED BY NYS CODEI ---- ; \�� REFER TO WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) i RIDGE BEAM DETAIL CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS RIDGE BEAM DETAIL TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS (CROSS SECTION "H") 12 � 1 %4" AGAINST HOUSE (3/4") � /� (CROSS SECTION "F") HOLD—DOWN STRAPS AS REQUIRED BY NYS CODE ,�/ 1 "x2" BLOCKING — 12" oc Z 12 INSECT SCREEN 7 1 %6" FREEZE BOARD CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 1 %4" AGAINST HOUSE (3/4") 12 1 %2" BLOCKING — 12" oc / 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) INSECT SCREEN 1 x 6 TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) 7 1 "x6" FREEZE BOARD I 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) R-30 INSULATION 1 x 6 TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) � R-30 INSULATION 13/4"x18" LVL —1 6"oc. ger�� � ' 3Y217/8" � . ' I13� x 1 POWERLAM BEAM Y4 (TAPERED CUT " PER FT.) ' 3Y2"x 1 1�/8" POWERLAM BEAM (1 ) LAYERS 3/4" CDX SUBFOOR WITH \\ (1) LAYER OF 3/4" P&T FIR PLYWOOD R-50 INSULATION ON TOP WITH SEAMS STAGGERED (2)2x8 TOP PLATE I I (GLUED & NAILED) —� (2)2x8 TOP PLATE (2)13/4"x9Y2" LVL. HEADER I (2)13/4"x9Y2" LVL. HEADER ( (DBL) 2x8 HORIZONTAL (DBL) 2x8 HORIZONTAL SUPPORT SUPPORT N E W MASONRY STUCCO EXTERIOR FINISH I � G GRAIL COAT ROOF SYSTEM INSTALLED READ MASONRY STUCCO EXTERIOR FINISH _o AS PER MANUFACTORS SPECS. TO BE APPLIED TO WIRE LATH OR TO BE APPLIED TO WIRE LATH OR o ~ EQUAL FASTENED TO DRAINAGE BOARD - I J w -J w - EQUAL FASTENED A DRAINAGE BOARD AS PER MANUFACTURES SPECS. ROOM O � �' + Q � =� � � � °� � AS PER MANUFACTURES SPECS. N Q NEW MASTER I i I I � w NEW SECONDCD 0 30 FELT O �'- z LL_ z \ 30# FELT # � � �, STUDY 8c SITTING I = W MASTER BEDROOM = w 13/4 x18 LVL —16 oc. CD 3 CDX SHEATHING I I w Q w Q (TAPERED CUT Ya" PER FT.) 3/4" CDX SHEATHING /4 = I (Y 2x8 STUDS — 16" oc. 2x8 STUDS — 16" oc. I (DBL) 2x8 SILL (DBL) 2x8 SILL— I R-28 INSULATION R-28 INSULATION I I CDX SUBFL OR (GLUED AND N AIILOED) 2x8 SHOE (GLUED AND NAI ED) R-30 INSULATION MATCH NEW FLOOR HEIGHT WITH EXISTING 2x8 SHOE 13/4"x9Y2" LVL. FLOOR JOISTS-12"oc. 0) - EXISTING 2x12's TO BE SISTERED WITH OR (3) 13/4"x14" LVL FLUSH HEADER o (2)13/4 x9Y2 FLUSH BEAM S�= REPLACED WITH W140x14"-16"oc. FLOOR JOISTS (2)2x8 TOP PLATE I (DBL) 2x8 HORIZONTAL — R-30 INSULATION \_ R-30 INSULATION SUPPORT iI - _ (3)13/4"x18" LVL PROVIDE 3Y2"x8" GLUE—LAM HEADER (SEMI—FLUSH BEAM) NEW �- 1Y2 LAG BOLTED TO EXISTING CONC. WALL (DBL) 2x6 HORIZONTAL J L1 3y2" INFORMAL D N1 I N G (SHIM AS REQUIRED) SUPPORT , O MASONRY STUCCO EXTERIOR FINISH TO BE APPLIED TO WIRE LATH OR DRAINAGE BOARD R-15 INSU TION EQUAL FASTENED TO N E W I r AS PER MANUFACTURES SPECS. N G R-15 INSULATION SITTING - 30# FELT = J TT =N �` EXISTING PARLOR CD ROOM 3/4" CDX SHEATHING I NEW M 3/4" CDX SUBFFLOOR (GLUED AND MAILED)2x8 STUDS — 16 oc. I FAMILY ROOM °° W 1 1y y y W140x9 " FLOOR JOISTS — 16"oc. (DBL) 2x8 SILL I 5R ' 4T R-28 INSULATION 10� I R-30 INSULATION I 3/4" CDX SUBFLOORa. _I I 3/4" CDX SUBFLOOR (GLUED AND NAILED) N r: 2x8 SHOE I (GLUED AND NAILED) EXISTING 2x8-1 6"oc. N E W N LVL BOX BEAM I WI40x 14"-1 60C. RAW L. S PAC E I 2x8 ACO SILL C EX I ST N Gammid a TERMITE SHEILD II R-30 INSULATION ( 2" PC.SLAB EAST E END DE I N ASSOCIATES, t _c #5 REBAR CONTIN ous CRAWL PO Box 1675 5/g" ANCHOR BOLTS 5130 Main Bayview Road MAX OF 2'-0" 0C. 16OC. Southold, NewYo 11971 �t PROVIDE WATER—PROOFING i� phone: (631) 765-1862 fax(631)765-6820 SYSTEM APPROVED BY BOTH E-Mail: CArm8888Qaol.com O � STATE AND LOCAL CODES AND #5 REBAR 1 e - COMPATIABLE WITH REWARD WALL. VERTICAL 24" - SHEETNAM I oc N PROVIDE DUTCH WALL ALONG #5 REBAR CONTINUOUS BUILDING SECTION #5 REBAR CONTINUOUS EXISTING FOUNDATION. TAKE 16" oc. " N E W ALL PRECAUTIONS NECESSARY 16 oc. I TO INSURE THE STABILITY OF I BASEMENT °' THE EARTH BENEATH THE - EXISTING HOUSE FOOTINGS. e #5REBAR PROVIDE HELICAL PIERS AND VERTICAL 24" oc UNDER—PINNING AS NECESSARY. _ - II #5 REBAR — VERTICAL 24" oc EXPANSION JOINT VERIFY DEPTH OF NEW BASMENT PRIOR TO EXCAVATION 4" PC.SLAB 4" PC.SLAB 7W/6x6 WWM 10 GA. W/6x6 WWM 10 GA. o , I �,�i�Y t�Y O �•w o I e e O e o e e o .v I o 0 �q�. O O O O • •• wb � ENGIN y , #k5 F EBAR 12" oc. 2 —0 'x 1 —0 ' #5 REBAR 12 oc. CONC. FTG. MIN P� ��� 2 —0 x 1 '-0" I 4 5 REBAR (4) #5 REBAR JAMES DEERKOSKI, PE g �r3 � CONC. FTG. MIN # OF 3'-0" Professional Engineer OF 3'-0" BELOW FINAL GRADE. 4 BELOW FINAL GRADE. 1 260 Deer Drive Mattituck, NY 11952 \ / 631-298-71 16T1 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the SEE DETAIL._ "A— B" ideas, design and arrangements represente therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: 402 1/289 = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: F E 1%4"x18" LVL RIDGE'---- KOFINAS 4 Y2" BOLTS RESIDENCE (3)2x 10 RAFTERS 1552 0 12 5 T ROAD (3)2x10 SUPPORTS —77 CUTCHOGUE TOWN OF SOUTHOLD (3)2x 10 BOTTOM CHORD O O LONG ISLAND, NEW YORK 0 0 SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) 3- PLY ROOF TRUSS- TRUSS IS TO BE NAILED AND GLUED (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 13/4"x18" LVL RIDGE (2) 2x6 HEADER BETWEEN RAFTERS 200-16" oc RAFTERS TECO TO 2x8 RAFTERS 3/4" CDX EXTERIOR SHEATHING -_ 12 INSURE PROPER AIR SPACE FOR VENTING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) \ TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 7 2x8-1 6" oc RAFTERS �` 3/4" CDX EXTERIOR SHEATHING HOLD-DOWN STRAPS AS REQUIRED BY NYS CODE1 REFER TO WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) 12 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 7H ) RIDGE BEAM DETAIL TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 1 "x4" AGAINST HOUSE (3/a") � (CROSS SECTION 1 %2" BLOCKING - 12" oc � \� ��' INSECT SCREEN - CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS R-50 INSULATION 1 %6" FREEZE BOARD / \ 2x6-16"oc 1 "x4" AGAINST HOUSE 1 "x2" BLOCKING - 12" oc 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) INSECT SCREEN 1 " x 6" TONGUE & GROOVE BEADED SOFFIT MATCH HOUSE)l 1 "x6" FREEZE BOARD R-30 INSULATION 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) 1 " x 6" TONGUE & GROOVE R-30 INSULATIONIN BEADED SOFFIT (MATCH HOUSE) EXISTING -' FN SHED R-13 INSULATION -1 3 INSULATION ATTIC Wl40x9Y2" - 12"oc. (2)2x8 TOP PLATE (2)1 4"x9Y2" LVL. HEADER R-50 INSULATION ��(� EXISTING 2x8-16"oc' Z= EXISITING 2x8-16"oc. (C)ML) 2x8 HORIZONTAL SUPPORT I R-15 INSULATION � R-50 R-19a INSULATION R-30 `\ I MASONRY STUCC 0 EXTERIOR FINISH ' N E W HALL INSULATION INSULATION TO BE APPLIED TO WIRE LATH OR I EQUAL FASTENED TO DRAINAGE BOARD (1 ) LAYERS 3/4" CDX SUBFOOR WITH STAIR — AS PER MANU ACTURES SPECS. I ' j (1) LAYER OF 3/4" P&T FIR PLYWOOD � o ON TOP WITH SEAMS STAGGERED WELL R-13 INSULATION 0 30# FELT EXISTING �l E W -BATH `� (GLUED & NAILED) EXISTING ' GRAIL COAT ROOF SYSTEM INSTALLED MASTER BEDROOM _ " CDX SHEATH ' AS PER MANUFACTORS SPECS. o I o " I 13/"x18" LVL -16"oc. _I GUEST ROOM 2x STUDS 16 oc. 4 (DiL) 2x8 SILL \ I (TAPERED CUT Y4" PER FT.)--� � R-13 INSULATION o I '�o R-13 INSULATION I o R-13 INSULATION R-28 INSULATION 2x1C RAFTER I 3/4 CDX SUBFLOOR �' I 3/4" CDX SUBFLOOR 3/4" CDX SUBFLOOR N N (GLUED AND NAILED) PACKED OUT . I (GLUED AND NAILED) (GLUED AND NAILED) N 2x8 SHOE . ' � � t 2x6 RAFTER LATE � W16x40 STEEL BEAM EXISTING 2x8-16 3" x 6" DECORATIVE RAFTER TAILS MATCH HOUSE oc. ( ) � � I 13/4"x9Y2" LVL. FLOOR JOISTS-12"oc. ' Ul ;r_l I EXISTING 2x8-16"oc. 1 " x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) 2x6 - 16 oc Z= (2)2x8 TOP RLATE13 3 2X8 BOLTED TO PACKED WEBB R-19 INSULATION R-30 INSULATION IN W1 6x40 STEEL BEAM (2) 1%"X 7Y4" LVL HEADER (2) 1 /4"X 7Y4" LVL HEADER _ (DBL) 2x8 HORIZ NTAL I SUPPORT (2)13/4"x18" LVL W 16x40 STEEL BEAM (SEMI-FLUSH BEAM) (DBL) 2x6 HORIZ NTAL 6"X4"XY4" BOX TUBE I == SUPPORT W/Y2" TOP AND o BOTTOM PLATE `� = MASONRY STUCCO EXTERIOR Filt ISH TO WIRE LATH OR '`� o TO BE APPLIED I EQUAL FASTENED TO DRAINAGE CARD 1 I EXISTING EXISTINGCD _ � I � I AS PER MANUFACTURES SPECS. EXIST ( I �J G =N KITCHEN KITCHEN 30# F ELT i :N �` FORMAL DINING QD NEW a i 3/4" CDX SHEATH NG FAMILY ROOM CDX SUBFLOOR 3/4" CDX SUBFLOOR R-13 INSULATION I (GLUED AND NAILED) � (GLUED AND NAILED) = 2x8 STUDS - 16 oc. I � EXISTING 2x8-16"oc. EXISTING 2x10-16"oc. 2R �- 3/4" CDX SUBFLOOR N (DBL) 2x8 SILL I 1 T _I (GLUED AND NAILED) l 1 R-28 INSULA ION R-30 INSULATION 1 EXISTING 2x 10-16"oc. 3/4" CDX SUBFLOOR (GLUED AND NAILED) �-- R-30 INSULATION 2x8 SHOE ' LVL BOX E EAM I N (1 )13/4"x14" LVL FLUSH H ADER ( W140x 14"-1 6"oc. WWW I x8 ACQ SILL I 2 I ®® TERMITE S EILD EXISTING EXISTING EXISTING out MaiANCHOR OLTS o I R-30 INSULATION T END DESIGN ASSOCIATES, LLc MAX OF 2'-0 ' oc. BASEMENT BASEMENT BASEMENT PO 530 Mai 75 I (1 ) 3Y2"x 1 17/8" LVL BEAM Southold, Bayview Road NEW GIRDER Southold, New York 11971 phone: (631)765-1862 TOP OF BAS M E NT I fax(631)765-6820 WINDOW IS 0 BE BASEMENT 3Y2" STEEL COLUMN E-Mail: CArm8888Qaol.com I SHEET NAME: 8" BELOW TOP TO REST ON OF FOUND ION I EXISTING FOOTING BUILDING SECTION :N PROIVIDE DUTCH WALL ALONG PROVIDE CO CRETEEXISTING FOUNDATION. TAKE WINDOW WELL F- ALL PRECAUTIONS NECESSARY 1 TO IINSURE THE STABILITY OF AS REQUITED 0i THE EARTH BENEATH THE BY GRACE EXISTING HOUSE FOOTINGS. PROVIDE HELICAL PIERS AND UNDER-PINNING AS _ NECESSARY. VERIFY DEPTH OF NEW BASMENT PRIOR TO EXCAVATION 4 PLA W/6x6 WWM 10 GA. o CTI O O ENGINEER: GIN O O O O O ,� #5 REBAR 12" oc. 2'-0"x 1 '-0" #5 REBAR 12" oc. 2 -0 x 1 '-0" 4 5 REBAR 4 5 REBAR CONC. FTG. MIN ( ) # t .tea CONC. FTG. MIN ( ) # JAMES DEERKOSKI, PE „ OF 3'-0" OF 3'-0" Professional Engineer LOW FINAL GRADE. BELOW FINAL GRADE. BE 260 Deer Driveg Mattituck, NY 11952 M I 631-298-7116 OWNERSHIP AND USE OF DRAWINGS: SEE DETAIL "A-C" � ` / / These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of SEE DETAIL "B- C" i East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: D403 1/2" = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: 13/4"x18" LVL RIDGE KOFINAS BOLTS RESIDENCE Y2' (3)2x10 RAFTERS 12 ° ° 552 EAST ROAD 7 CUTCHOGUE (3)2x10 SUPPORTS TOWN OF SOUTHOLD (3)2x10 BOTTOM CHORD o o LONG ISLAND, NEW YORK 0 O SCTM # 1000-110-07-18.2 O WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) 2x10 RIDGE LY ROOF TRUSS 2x8-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING (2) 2x8 HEADER BETWEEN RAFTERS WEATHERWATCH / ICE AND WATER SHIELD TECO TO 2x10 RAFTERS (MOISTURE BARRIER) INSURE PROPER AIR SPACE FOR VENTING 13/4"x18" LVL RIDGE 2x10-16" oc RAFTERS 12 IL SYSTEM E R 3 4" CDX EXTERIOR SHEATHING � 7 MANUFACTURERS SPECIFICATIONS WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) CONTINUOUS BLIND VENT TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS BETWEEN A AIL __ 1 "x4" AGAINST HOUSE (3/4") HOLD-DOWN STRAPS AS REQUIRED BY NYS CODE 1 "x2" BLOCKING - 12" oc 12 ' CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS � \� -REFER TO �i� INSECT SCREEN 1 "x4" AGAINST HOUSE (3/4") 7 4 RIDGE BEAM DETAIL �' �l 1 "x6" FREEZE BOARD 1 "x2" BLOCKING - 12" oc ' (CROSS SECTION H ) INSECT SCREEN \�.� ,�� _ 3" x 6" DECORATIVE RAFTER TAILS - R-50 INSULATION (MATCH HOUSE) 1 "x6" FREEZE BOARD ' 1 " x 6" TONGUE & GROOVE BEADED SOFFIT 2 x 6— 1 6 0 (MATCH HOUSE) 3 x 6 DECORATIVE RAFTER TAILS (MATCH HOUSE) R-30 INSULATION R-30 INSULATION 1 " x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) EXISTING EXISTING INSR-15 ON ULATI FINISHED F NISHED BATHROOM ATTIC Y2" CDX SUBFLOOR R-13 INSULATION (GLUED AND NAILED) R-13 INSULATION (2)2x8 TOP PLATE Wl40x9)/2"- 1 2"oc. (2)13/4"x9)2" LVL. HEADER (2)13/4%7Y4" LVL FLUSH LEDGER BEAM RIPPED TO MATCH HEIGHT END OF R-50 INSULATION EXISTING 2x8-16"oc. EXISTING 2x8-16"oc. EXISTING 2x8-16"oc' FLASHING ROOF JOISTS / CEILING JOISTS (DBL) 2x8 HORIZONTAL 13/4"x7)4" LVL FLUSH LEDGER BEAM SUPPORT R-30 INSULATION � R-50 INSULATION R-19 INSULATION R-30 (1 ) LAYERS 3/4" CDX SUBFOOR WITH INSULATION (1 ) LAYER OF 3/4" P&T FIR PLYWOOD MASONRY STUCCO EXTERIOR o z ON TOP WITH SEAMS STAGGERED FINISH TO BE APPLIED TO z o (GLUED & NAILED) WIRE LATH OR EQUAL FASTENED =� Q w TO DRAINAGE BOARD AS PER Q Cn NEW AIL A 00 SYSTEM INSTALLED CTORS SPECS. j MANUFACTURES SPECS. I WALK — I N I o � � 1nI R-13 INSULATION R-13 INSULATION A ANU A - 30# FELT � oz NEVIV HALL = 3/4" CDX SHEATHING _ NEW CLOSET I LU 0 2x8 STUDS - 16" oc. w Q BATH E R-13 INSULATION EXISTING EXISTING EXISTING EXISTING (DBL) 2x8 SILL - STAIRWELL GUEST ROOM HALL MASTER BEDROOM PROVIDE BLIND VENT HALL R- 13 INSULATION R-28 INSULATION CDX SUBFLOOR 3/4" CDX SUBFLOOR 3/4" CDX SUBFLOOR 3/4" CDX SUBFLOOR `i 3 „ / (GLUED AND NAILED) (GLUED AND NAILED) (GLUED AND NAILED) (GLUED AND NAILED) N 1 /4 x7)4 -TAPFRFn CI IT 1/5l" PFR FnnT 12 oc. LVL CEILING JOIST RAFTERS 2x8 SHOE �— (2)13/4%9Y2" LVL HEADER 0 FLUSH BEAM 3 ° WWW EXISTING 2x8-16"oc. EXISTING 2x8-1 oc. (2)13/4%9)/2" 1 /4 x9)2 LVL. FLOOR JOISTS-12 oc. EXISTING x - oc. PROVIDE BLIND VENT (2)2x8 TOP PLATE (2)2x8 TOP PLATE R-19 INSULATION 3 E-- 3 V HEADER R-19 INSULATION 3 >, (DBL) 2x8 HORIZONTAL R-30 INSULATION (2) 1 /4 X 7Y4 LVL HEADER (2) 1 /4 X 7Y4 LVL 1 /4 x 9Y2 LVL BEAM SUPPORT J-1 MASONRY STUCCO EXTERIOR E\AI R-13 INSULATION FINISH TO BE APPLIED TO N MASONRY STUCCO EXTERIOR N NEW NEW FINISH TO BE APPLIED TO WALK — 1 N ' R-13 INSULATION WIRE LATH OR EQUAL FASTENED TO DRAINAGE BOARD AS PER N WIRE LATH OR EQUAL FASTENED BATH NEW HALL �/ I S� I �I' G MANUFACTURES SPECS. o TO DRAINAGE BOARD AS o CLOSET EXISTING E /� S 30# FELT I PER MANUFACTURES SPECS. .N I R--15 INSULATION CD 0° 30# FELT R-19 INSULATION FOYER 2x8 STUDS — 16" oc. H A — ;� EXISTING N 3/4" CDX SHEATHING�— CDX SHEATHING _ FORMAL L I V I N G I 2x8 STUDS - 16" oc. C° r\ (DBL) 2x8 SILL EXISTING R-28 INSULATION 3/4" CDX SUBFLOOR 3/4" CDX SUBFLOOR 3/4" CD>X SUBFLOOR R-13 INSULATION COVERED 2x8 SHOE (GLUED AND NAILED) (GLUED AND NAILED) (GLUED AND NAILED) EXISTING 2x10-16"oc. CDX SUBFLOOR PORCH N LVL BOX BEAM W14004"-16"oc. EXISTING 2x8-16"oc. (GLUED AND NAILED) (DBL) 2x8 SHOE 2x8 ACQ SILL R-25 II�VSULATION EXISTING 2x10-16"oc. TERMITE SHEILD (1 ) 3)2"x14 L_VL BEAM R-25 INSULATION sm6m �� s ° i R-30 INSULATION FLUSH BEAM ANCHOR BOLTS INSULATION MAX OF 2'-0" oc. PROVIDE LINTEL - - - - - - - - - - - - -(2)5x3y✓2„ 2= = = BASEMENT FAMILY ROOM FLOOR SYSTEM PROVIDE WATER-PROOFING SYSTEM APPROVED BY BOTH — — — — — — — - E X S T I K1 G EXISTING EAST END DESIGN ASSOCIATES r,rc STATE AND LOCAL CODES AND =N PO Box 1675 COMPATIABLE WITH REWARD WALL. = I BASEMENT BASEMENT 5130 Main Bayview Road Southold, New York 11971 1 '-0” CONCRETE 00 FOUNDATION WITH (1 ) 3Y2'x 1 1 ;� LWL BEAM GIRDER 0 0 o phone: (631)765-1862 fax(631 765-682W0 REBAR AS NOTED E-Mail: CArm8888Qaol.com NEW 2'-0"x 1 '-0" #5 REBAR CONTINUOUS ° BASEMENT 3Y2TO REST CONUMN CONC. . MIN SHEET NAME: OF 3'-0" 16" oc. EXISTING FOOTING BELOW FINAL GRADE. BUILDING SECTION #5 REBAR - VERTICAL 24" oc 2R @ 7" D ° =r—. 4" PC.SLAB c-4 W/6x6 WWM 10 GA. PROVIDE DUTCH WALL ALONG #5 REBAR A ' oc. ° EXISTING FOUNDATION. TAKE (4) #5 REBAR ILL w/ CONCRETE ALL PRECAUTIONS NECESSARY TO INSURE THE STABILITY OF o AT COLUMN LOCATIONS 2'-0"x 1 '-0" — 1 ( ) THE EARTH BENEATH THE 0 0 0 0 - - - a a o 0 CONC. FTG. MIN 7R @ 7" DN - 2'-0"x 1 '- 0" EXISTING HOUSE FOOTINGS. _ _ PROVIDE HELICAL PIERS AND OF 3'-0 CONC. FTG. MIN #5 REBAR 12 oc. BELOW FINAL GRADE. 1 11 1— _ _ _ _ I OF 3'-0"' (4) #5 REBAR UNDER-PINNING AS BELOW FINAL C3RADE. NECESSARY. VERIFY DEPTH OF NEW BASMENT PRIOR TO EXCAVATION F_J 17 — — ENGINEER: ENG JAMES DEERKOSKI, P � ; a . Professional Engineer 260 Deer Drive Mattituck, NY 11952 631-298-71 16 °. S � - i OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: D404 1/2" = 1'-0" DATE: 01-25-06 PROJECT TITLE & LOCATION: i KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) 200 RIDGE 2x8-16" oc RAFTERS 2x6 RAFTER TIES 12 3/4" CDX EXTERIOR SHEATHING (2) 2x8 HEADER BETWEEN RAFTERS WEATHERWATCH ICE AND WATER SHIELD TECO TO 2x10 RAFTERS 2x6 / 2x4 STRONGBACK — 16"oc. 7 (MOISTURE BARRIER) INSURE PROPER AIR SPACE FOR VENTING TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 2x10-16" oc RAFTERS 13/4"x18" LVL RIDGE 3/4" CDX EXTERIOR SHEATHING GRAIL COAT WEATHERWATCH / ICE AND WATER SHIELD ROOF SYSTEM CONTINUOUS BLIND VENT MOISTURE BARRIER BETWEEN RAFTER TAILS TILE ROOF SYSTEM AS PER SPECIFICATIONS (1 ) LAYERS 3/4" CDX SUBFOOR WITH 1 %4" AGAINST HOUSE (/4 MANUFACTURERS (1 ) LAYER OF 3/4" P&T FIR PLYWOOD 1 %2" BLOCKING — 12" oc -- �' REFER TO ON TOP WITH SEAMS STAGGERED /�� INSECT SCREEN CONTINUOUS BLIND VENT (GLUED & NAILED) // 1 "x6" FREEZE BOARD BETWEEN RAFTER TAILS \� RIDGE BEAM DETAILMOM 1 "x4" AGAINST HOUSE (3/4") 12 �1 (CROSS SECTION H ) �\\ �, 3 x 6 DECORATIVE RAFTER TAILS " �� , ) 1 x2 BLOCKING — 12 oc R-50 INSULATION ( CREEN MATCH HOUSE) INSECT S 7 � � / ``�...Y 1 " x 6 TONGUE & GROOVE BEADED SOFF 1 x6 FREEZE BOARD (MATCH HOUSE 1 -3/4%11 -7/8" LVL —16"oc. 3" x 6" DECORATIVE RAFTER TAILS (TAPERED CUT Y4" PER FT.) EXISTING R-310 INSULATION (MATCH HOUSE) 1 " x 6" TONGUE & GROOVE BEADED SOFFIT � R —19 INSULATION MATCH HOUSE R-30 INSULATION � FINISHED ( ) ATT R-30 INSULATION R-13 INSULA R-15 INSULATION / (2)2x8 GIRDER WITH 3/8" STL. FL. PLATE (2)2x8 TOP PLATE \ / 1771 (2)13/4%9Y2" LVL. HEADER ' / ___J �C�`�"""` \ EXISTING 2x8-16"oc. EXISTING 2x8-16"oc. (DBL) 2x8 HORIZONTAL �_ SUPPORT R-50 INSULATION R-19 INSULATION MASONRY STUCCO EXTERIOR o z FINISH TO BE APPLIED TO z o_ WIRE LATH OR EQUAL FASTENED Q TO DRAINAGE BOARD AS PER MANUFACTURES SPECS. Q � R-13 INSULATION R-15 INSULATION R-15 INSULATION 30# FELT —� i j Liz N E W EXISTING 0 3/4" CDX SHEATHING _ EXISTING 2x8 STUDS — 16" oc. '�N o—J Q STEAM MASTER BATHROOM ' = � 2 GUEST SUITE (DBL) 2x8 SILL EW GUEST S U T E SHOWER R-15 INSULATION R-28 INSULATION N CDX SUBFLOOR 3/4" CDX SUBFLOOR 3/4" `y r7 3/4" CDX SUBFLOOR /— (GLUED AND NAILED) `V 2x8 SHOE �^ (GLUED AND NAILED) R-30 INSULATION J J-1- � ___ 13/ "x9Y" LVL. FLOOR JOISTS-12"oc. X= EXISTING 2x8-16 oc. EXISTING 2x8-16"oc. (2)13/4 x9Y2 FLUSH BEAM 4 2PROVIDE o � BENEATH ALOLL(BEARIONGKIP S. NG R-19 INSULATION JL (2)2x8 TOP PLATE R-30 INSULATION (DBL) 2x8 HORIZONTAL SUPPORT MASONRY STUCCO EXTERIOR FINISH TO BE APPLIED TOI E W 1 WIRE LATH OR EQUAL FASTENED I V R-1 INSULATION TO DRAINAGE BOARD AS r EXISTING PER MANUFACTURES SPECS. — COVERED ENTRY EXISTING _\ ; 30# FELT -I : o S T U DY 0 3/4" CDX SHEATHING c� -I EST S U ITE 1 FORMAL VING NEW G I 00 2x8 STUDS — 16" oc. OD (DBL) 2x8 SILL � — t 3/4" CDX SUBFLOOR (GLUED AND NAILED) 3/4" CDX SUBFLOOR R-15 INSULATION R-28 INSULATION `V 3/4" CDX SUBFLOOR I (GLUED AND NAILED) 2x8 SHOE N (GLUED AND NAILED) Wl40x9Y2"-16"oc. 64 /4 CDX SUBFLOOR EXISTING 2x10-16"oc. (GLUED AND NAILED) LVL BOX BEAM 14"-16"oc. W14(Ox I R-30 INSULATION EXISTING 2x`10-16"oc. N 2x8 ACQ SILL TERMITE SHEILD 6 PC.SLAB - - R-30 INSUUATtON ° W/6x6 WWM 10 GA. R-30 INSULATION 5/s„ ANCHOR BOLTS MAX OF 2'-0” oc. ° TO BE FINISHED AS PER OWNER SPEC. Rniol INSURE SLAB HEIGHT IS SET TO CORRECT � ®®` HEIGHT TO INSURE FINISH HEIGHT IS EXISTING EAST END DESIGN ASSOCIATE Li.c CORRECT EXISTING PO Box 1675 5130 Main Bayview Road UNEXCAVATED BASEMENT Southold, 7 1BASEMENT phone: (31)765 1862 r` I I 1) 765-6820 COMPACT FILL ax E-Mail:l: CArArm8888Qaol.com 00 SHEET NAME: BUILDING SECTION 2R @ 7" DN I o ° ° ° #5 REBAR 12" oc. 2'-0"x 1 '-0" L L—(4) #5 REBAR CONC. FTG. MIN OF 3'-0" BELOW FINAL GRADE. ENGINEER: ars J G 15Fh,,�o JAMES DEERKOSKI, PEul ;..,, Professional Engineer ` ' 260 Deer Drive , ��;: Mattituck, NY 11952 631-298-7116 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: D405 1/2" = 1'-p„ x DATE: L 01-25-06 PROJECT TITLE & LOCATION: I I I KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 2x10 RAFTERS 13/4"x18" LVL RIDGE' — INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS O 1 'x4" AGAINST HOUSE (3/4") 1 "x2" BLOCKING - 12" oc 12 INSECT SCREEN 7 (� 1 "x6" FREEZE BOARD 3" x 6" (DECORATIVE RAFTER TAILS (MATCH HOUSE) 1 " x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) R-30 INSULATION - 0 EX. 2x8 FLOOR JOISTS (2)2x8 TOP PLATE (3)13/4"x9Y2" LVL. HEADER (DBL) 2x8 HORIZONTAL SUPPORT MASONRY STUCCO EXTERIOR FINISH TO BE APPLIED TO WIRE LATH OR EQUAL FASTENED TO DRAINAGE BOARD AS PER MANUFACTURES SPECS. R-15 INSULATION 30# FELT CDX SHEATHING MASTER R-15 INSULATION j 2x8 STUDS - 16" oc. STUDY rl8c S TT I N G (DBL) 2x8 SILL MASTER BEDROOM 3/4" CD).; SUBFLOOR MATCH FLOOR HEIGHTS R-28 INSULATION OVER (2) LAYERS OF 5/8" CDX 3/4" CDX SUBFLOOR (GLUED AND NAILED MATCH — (GLUED AND NAILED) (DBL)2x8 SHOE rN-A �— EXISTING FLOOR HEIGHT) (3)14" LVL PERIMETER BOX BEAv1I EXISTING 2x12's TO BE SISTER;ED WITH OR EX. 2x8 FLOOR JOISTS REPLACED WITH W)40x14"-16"oc. FLOOR JOISTS MATCH NEW FINISH FLOOR HEIGHT WITH EXISTING (- R-30 INSULATION o� EXISTING CEILING LINE I FORMAL DINING EXISTING C PARLOR R- 15 INSULATION R-15 INSULATION I CDX SUBFLOOR R-15 INSULATION (GLUED AND NAILED) 3R EX. 2x8 FLOOR JOISTS 2T R-19 INSULATION DAMP-PROOFING EXISTING \�— R-30 INSULATION EXISTING EAST END DESIGN ASSOCIATES LLC PO CRAW SPACE 5130 M75 BASEMENT I 5130 MainnBayview Road Southold, New York 11971 phone: (631)765-1862 tax(631)765-6820 E-Mail: CArm8888@aol.com SHEET NAME: BUILDING SECTION ENGINEER: ENG( O� JAMES DEERKOSKI, PE Professional Engineer LU 260 Deer Drive W" Mattituck, NY 11952 u'� ` Zfi � 631 -298-7116 9 SSS OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: D406 DATE: 01-25-06 PROJECT TITLE & LOCATION: I KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: 3—PLY 13/4"x9Y2" LVL RIDGE SUPPORT (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or 2x10-16" oc RAFTERS locations; all locations may not be noted.) 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 13/4"x18" LVL RIDGE 2x6 RIDGE POST (2) 13/4" x 91'2" LVL HEADER (TYPICAL OF TWO) 12 3—PLY 13/4"x9Y2" LVL RIDGE SUPPORT 2x6-16 oc 7 (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS O Q 3/4" CDX EXTERIOR SHEATHING O O WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) 12 TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 7 01-7 1 1 1 1 O CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 1 "x4" AGAINST HOUSE (3/4") 1 "x2" BLOCKING — 12" oc INSECT SCREEN 1 "x6" FREEZE BOARD O 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) 1 " x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) �y 3Y2"'x 1 17/s" GLUELAM r Y0 X �&@ O MASTER STUDY & SITTING EXISTING 2x8-16"oc. SEAMLESS RUBBER MEMBRANE R-19 INSULATION R-19 INSULATION R-15 INSULATION ROOF SYSTEM IR-15 INSULATION EXISTING GRAIL COAT ROOF SYSTEM INSTALLED EXISTING EXISTING G GUEST ROOM AS PER MANUFACTORS SPECS. °' � 2—LAYERS OF 3/4" CDX SUBFLOOR GUEST ROOM __ 3 ;nLn SEAMS TO BE STAGGERED E X I I N BATH 1 —LAYERS %4LVCDXL SUBFLOOR WIUSH LEDGER TH(GLUED AND NAILED) 1 —LAYER OF 3/4" P&T UL PLYWWOD SIMPSON HANGER R-15 INSULATION STAIRWELL \ R-15 INSULATION (GLUED AND NAILED, SEAMS STAGGERED) PROVIDE STAINLESS STEEL PARAPET / 3Y2"x 18" LVL PARAPET BEAM (2)13/4"x16" LVL CEILING JOIST / ROOF DRAINSCUPPER DD RAFTER CUT DOWN TO PROVIDE JAY R. SMITH PLUMBING BIIE R NGSUPP Y ROOF OPENING LEDGE SISTERED UP TO CEILING JOIST RAFTER -� (2)13/4" x 11 y/8" LVL FLUSH HEADER BEAM I R-15 INSULATION SIMPSON HANGER 3/4" CDX SUBFLOOR', 3/4" CDX SUBFLOOR ROOF OPENING R-30 INSULATION (GLUED AND NAILED) ® W 1 6X40 � (GLUED AND NAILED (DBL) 13/4"x16" LVL NEW FLOOR SYSTEM FOR MASTER ® CEILING JOIST / RAFTERS BEDROOM STUDY AND SITTING AREA (4)13/4"x11?/8" LVL WITH 3Y2"x18" GLUELAM ® EXISTING 2x8-16"oc. TAPERED CUT Y4" PER FOOT BEYOND DINING ROOM (1) Y2" PLY'WOOD FILLER EXISTING STL. BM. - STEEL PLATE Y2"x16" WELDED TO SIDE OF STEEL BEAM (3)1%4%9Y2" LVL HEADER W16X40 71 EXISTING HEADER VERIFY NEW 3Y2"x3Y2„XY4" NEW INFORMAL DIN NG BOX TUBE COLUMN T EX S ING FOYER I FOYER ADDITION NEW COVERED EXISTING ENTRY 8" C.M.U. KITCHEN „ r` 1Y4 I 0 NEW STONE FINISH 13/4"x9Y2" LVL. 3/4" CDX SUBFLOOR 13/4"x9Y2" LVL. 3/4" CDX SUBFLOOR 3/4" CDX SUBFLOOR W140x9Y2"-16"oc. PERIMETER BEAM (GLUED AND NAILED) PERIMETER BEAM (GLUED AND NAILED) (GLUED AND NAILED) _ 6" PC.SLAB �W140x9Y2" FLOOR JOISTS — 16"oc. 3'-27/8' 3'-8Y4"i` EXISTING 2x8-16"oc. W/6x6 WWM 10 GA. 0 WMN I F R-30 INSULATION R-30 INSULATION R-30 INSULATIONV LINE OF I I PROVIDE (2)2x8 EXISTING PARLOR M BOX BEAM ABOVE CRAWL SPACE FLOOR SYSTEM - - ACCESS UNEXCAVATED BEYOND F NEW o DAMP—PROOFING COMPACT FILL • PROVIDE ACCESS TO - CRAWL SPACE EXISTING ADDITION TO ALLOW AIR CIRCULATION Zeal., ®_ BASEMENT EAST END DESIGN ASSOCIATES LLC 0 PO Box 1675 --------------- — e o e o 5130 Main Bayview Road Southold, New York 11971 ----- pone: 631 1 765-1862 O fax(631)765-6820 I E-Mail: CArm8888@aoi.com O O O O SHEET NAME: 2'-0"x 1 '-0" (2)2x8 ACQ SILL CONC. FTG. MIN BUILDING SECTION OF 3'-0" BELOW FINAL GRADE. IT ENGINEER: NGINE ' ov NE y© rrw• $, JAMES DEERKOSKI, PE % n �, Professional Engineer r-- "a "Al :,, 2 260 Deer Drive C� �'` Jul . . tui, Mattituck, NY 11952 � 631-298-7116 1 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: D407 112" = 1'-0„ DATE: 01-25-06 PROJECT TITLE & LOCATION: KOFINAS RESIDENCE 552 EAST ROAD CUTCHOGUE TOWN OF SOUTHOLD LONG ISLAND, NEW YORK SCTM # 1000-110-07-18.2 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) (2) 2x8 HEADER BETWEEN RAFTERS 3 - PLY 1 ;/4 "x 9�2 " LVL RIDGE SUPPORT TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 3 - PLY 13x 9�2 " LVL RIDGE SUPPORT 2x 10-16" oc RAFTERS 3 - PLY ROOF TRUSS 4 WEATHERWATCH 3/4" CDX EXTERIOR SHEATHING TILE ROOF SYSTEM AS P RA MANUFACTURERER SHIELDOSISTURE SPEECIFIICATIIONS 3 — PLY ROOF TRUSS CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 1 'x4" AGAINST HOUSE (3/4") ® ® � 3/4 X 1 U LVL RIDGE 12 1 "x2" BLOCKING — 12" oc o 0 INSECT SCREENo o � 1 "x6" FREEZE B7OARD o 3" x 6" DECORATIVE RAFTER TAILS o m (MATCH H(PUSE) 1 ' x 6' TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) R-30 INSULATION 0 R-30 INSULATION . (2)2x8 TOP PLATE 13/4"x9Y2" LVL. FLO(OR JOISTS-12"oc. \ (3)13/4"x9Y" LVL. HEADER (DBL) 2x8 HORIZONTAL \~�� SUPPORT R-30 INSULATION MASONRY STUCCO EXTERIOR FINISH TO BE APPLIED TO WIRE LATH OR EQUAL FASTENED -_ TO DRAINAGE BOARD AS PER MANUFACTURES SPECS. SECOND I - 0 30# FELT - CDX SHEATHING o MASTER BEDROOM 2x8 STUDS — 16" oc. WALK - IN R-15 INSULATIONCLOSET R-19 INSULATION _ BATH LA U N D R'Y WALK - IN R-19 INSULATION CLO GUEST SUITE 2 FLASHING AND SKEWED FILLER (DBL) 2x8 SILL SET R-15 INSULATION GRAIL COAT ROOF SYSTEM INSTALLED AS PER MANUFACTORS SPECS. R-28 INSULATION (TO BE INSTALLED ON GALV. WIRE MESH) (1) LAYERS %4" CDX SUBFOOR WITH 2x8 SHOE CDX SUBFLOOR (1) LAYER OF 3/4" P&T FIR PLYWOOD WITH SEAMS STAGGERED GLUED AND NAILED) ON TOP(GLUED & NAILED) O 1 /4 x11%8 —16"oc. (2)13/4"x9Y2" FLUSH BEAM 3/a" CDX SUBFLOOR LVL CEILING 1%4"x9Y2" LVL. FLOOR JOISTS-12"oc. JOISTS / RAFTERS TAPERED /�— (GLUED AND NAILED) CUT MIN. OF Y" P 2)2x8 TOP PLATE 13/4"x9Y2" LVL. FLOOR JOISTS-12 oc. ,( 4 PER FT. 1%4"x9)2" LVL. FLOOR JOISTS-12"oc. R-30 INSULATION R-30 INSULATION 13/4"x9Y" LV GRAIL COAT �— R-30 INSULATION3 2 L. FLOOR JOISTS-12"oc. SYSTEM 2)1 /4'X9Y2' LV (2)13/4"X9Y2" LVL ATTACHED TO EXTERIOR MOLDING � \—(FLOOR JOISTS PLUMBING JOIST R-30 INS 4 3/" (2)13/4"X9Y" LVL INSULATION ( ) 4 PLYWOOD TOP PLATES FLOOR JOISTS (2)13/4"X9Y2" LVL FLOOR JOISTS (2)13/4"X9Y" LVL FLOOR JOISTS (DBL) 2x6 HORIZONTAL � SUPPORT �� LVL LEDGER BEAM MASONRY STUCCO EXTERIOR O R0. HEIGHT---4 FINISH TO BE APPLIED TO 6,-7„ WIRE LATH OR EQUAL FASTENED TO DRAINAGE BOARD AS �N PER MANUFACTURES SPECS. BATH BATH _N I GUEST UEST SUITE o f R-19 INSULATICON 1 I FAMILY ROOM 0 30# FELT _ R- 15 INSULATION 3 R- 15 INSULATION /4" CDX SHEATHING I �N I 2x8 STUDS — 16" LINE OF EXISTING � CDX SUBFLOOR FOUNDATION �— (GLUED AND NAILED) ALL ANCHOR BOLTS ARE TO BE MIN. R-28 INSULATION 1%"x14" LVL PERIMETER BEAM FOUNDATION W140x 14 -16'oc. OF %"X12",12", SET AT MAX. 2'-0"oc. �-- 17 2x8 SHOE 3/4" CDX SUBFLOOR TO BE REMOVED W140x 14"-16"oc. (GLUED AND NAILED) (2)1%"x9Y2" LVL FLUSH BEAM `j LVL BOX BEAM PROVIDE OPENING R-30 INSULATION 2x8 ACQ SILL W140x 14"-16"oc. TO EXISTING TERMITE SHEILD W140x 14"-16"oc. FOUNDATION 5/8" ANCHOR BOLTS R-30 INSULATION (2)1%4"x9Y2" LVL FLUSH BEAM (2)13/4"x9Y2" LVL FLU 3Y" STEEL` 2 EL COLUMN MAX OF 2'-0" oc. SH BEAM (2)13/4"x9)2" LVL FLUSH BEAM TO REST ON !� ' 1 R-30 INSULATION `r' EXISTING FOOTING 1 ' I 1 PROVIDE WATER—PROOFING (2)13/4"x14" LVL FLUSH BEAM ,_4„ � 3Y2" 3Y2" 10'-1Y2„ SYSTEM APPROVED BY BOTH —0i6>' 1 1 -4)2" EAST END DESIGN ASSOCIATES z ATE AND LOCAL CODES AND _83/ , COMPATIABLE WITH REWARD WALL. 4' 8 PQ Box 1675 ° LC WINE GYM 4 5130 Main 5 Bayview NEW Road Southold, Newyork 11971 ° CELLAR BASEMENTphone: (631)765-1862 fox(631)765-6820 0 1 '-0" CONCRETE E-Mail: CArm8888@aol.com FOUNDATION WITH REBAR AS NOTED I SHEET NAME: ° 0 BUILDING SECTION ° #5 REBAR CONTINUOUS 'N DUTCH WALL � �N 16" oc. j DUTCH WALL ° #5 REBAR — VERTICAL 24" oc 4" PC.SLAB - W/6x6 WWM 10 GA. N O I o 0 0 0 21-0"x 1 '-0" 0 0 0 0 ° o 0 0 CONJC. FTG. MIN 2'-0"x V-07 2 —0"x V-0", CO 3'-0" CONC. FTG. MIN CONC. FTG. MIN BELOWI FINAL GRADE. OF 3'-0" OF 3'-0" BELOW FINAL GRADE. :IVSE CLOW FINAL GRADE. ENGINEER: n + JAMES DEERKOSKI, PE , c,:I Professional Engineer ill 260 Deer Drive Mattituck, NY 11952 " 631-298-71 16 �O OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT N0: SHEET INDEX: 886-2005 DRAWN BY: CMA SCALE: 112.0 = i.-0., 408 DATE. — 01-25-06