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29502-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30560 Date: 11/18/04 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 165 LESTERS RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 114 Block 7 Lot 2 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 19, 2003 pursuant to which Building Permit No. 29502-Z dated JUNE 18, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to KURT FREUDENBERG & JANET LATHAM (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0143 09/20/04 ELECTRICAL CERTIFICATE NO. 1203400 07/20/04 PLUMBERS CERTIFICATION DATED 07/07/04 PECONIC PLUMB.&HEATING / - Au riz d Si ature Rev. 1/81 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. 29502 Z Date JUNE 18, 2003 Permission is hereby granted to: KURT FREUDENBERG 4 CORINE COURT LONG VALLEY,NJ 07853 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES at premises located at 165 LESTERS RD MATTITUCK County Tax Map No. 473889 Section 114 Block 0007 Lot No. 002 . 001 pursuant to application dated MAY 19, 2003 and approved by the Building Inspector to expire on DECEMBER 18 , 2004 . Fee $ 1, 832 . 20 ` th i d Si 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 a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy New dwelling$25.00 Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Acce ory u ' 00,Additions to accessory building$25.00,Businesses$50.00. Certificate of Occupancy on Pre-existing Building- $100.00 3 �ajf o upancy-S2 5_.U9—_-- 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. od' p6'- 2-w` New Construction: Old or Pre-existing Building: (check one) Location of Property: Jr L-es+CrS 1 ocd-, 1 ' &. +i 4uc k . NY U 9 5-a House No. Street +' Hamlet Owner or Owners of Property: a u- Fre J e--ri /►►// Suffolk County Tax Map No 1000, Section 4-73 n9 1��` BlOV;-a`l Lot Subdivision !�/�/-� Filed Map. Lot: /V Permit No. Date of Permit. Applicant: Health Dept. Approval:ZP Underwriters Approval: ��S Planning Board Approval: . Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ � Applicant Signature Co-Z 3 OS G fOI/(�OG o� y� Go ae Town Hall,53095 Main Road 0-0 Fax(631)765-9502 P.O. Box 1179 yijJO• �aQ� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ��41 Building Permit No. j qS 0.2 Owner: (please print) , Plumber: D (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4%� g(PlIbjersSigriature) Sworn to before me this / day of , 200 Notary Public,4c—) c) -IL-County VICKI L.LOPER Notary Public,State of New York No.011-060-70081 ) Oual'rfied i SuffoJ�,Cp�ry4y,�� 1zC Commission Expires `�y{IF_I'`1/V 03fflnEGI[J'3tPrJ�r�cJ�rJrJrJ�rJ� r� ct�cJ� cicJ@.nct[!�IJicli GIC n[J�C1G1� Gn C1C Lrr3pLM S 5 BY THIS CERTIFICATE OF COMPLIANCE THE I 1 5 NEW YORK BOARD OF FIRE5 5 UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 SCERTIFIES THAT 5 S 5 5 Upon the application of upon premises owned by 5 55 5 5 ROSLAK ELECTRIC KURT FREUDENBURG 5 P.O. BOX 164 165 LESTER ROAD SCUTCHOGUE, NY 11935-2453, MATTITUCK, NY 11952 5 Located at 165 LESTER ROAD MATTITUCK, NY 11952 S r55 55 j Application Number: 1203400 Certificate Number: 1203400 5 5 S 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 S5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of rj 5 electrical devices and wiring, described below, located in/on the premises at: S 5 S 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, c� SA 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 5 authority having jurisdiction, and found to be in compliance therewith on the Day of S 5 20th July,2004. 5 Name QTY Rate Rating Circuit Tvoe 5 5 Alarm and Emergency Equipment 5 S Sensor 2 0 Carbon Monoxide S 5 Sensor 6 0 Smoke C5a 5 Appliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 5 5 Oven 2 0 40 Amps 5 Exhaust Fan 3 0 F.H.P. 5 5 Furnace 1 0 Gas 5 Pump/Motor 1 0 1 H.P. 5 Air Conditioner 1 0 48.000 BTU 5 Wiring and Devices 5 5 Outlet 76 0 Fixture 5 5 Fixture 75 0 Incandescent 5 Fixture 1 0 Fluorescent 5 Outlet 114 0 General Purpose 5 Receptacle 65 0 General Purpose 5 5 Switch 44 0 General Purpose Seal SDimmers 11 0 5 Continued on Next Page 1 of 2 c5 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 4mm�MIT, J'� r�r� cPrJPCrJ'cJ�cn cl�rJcJ�rJ'� t1� rJr�J'� ctr trJ l� rJ 1PLr3rr4 3RL= ffl3P(1r- c 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITE 5 5 RS S S BUREAU OF ELECTRICITY S 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 S S CSU Upon the application of upon premises owned by 5 55 SROSLAK ELECTRIC KURT FREUDENBURG S C5U P.O. BOX 164 165 LESTER ROAD 5 SCUTCHOGUE, NY 11935-2453, MATTITUCK, NY 11952 5 5 Located at 5 5 165 LESTER ROAD MATTITUCK, NY 11952 SApplication Number: Certificate Number: S S 1203400 1203400 �+ 5 5 S Section: Block: Lot: Building Permit: BDC: ns11 c� 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: SS5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, �5 S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 5 20th Day of July,2004. 5 Name QTY Rate Rating Circuit Type 5 5 Receptacle 2 0 20 amp Laundry 5 Receptacle 10 0 GFCI S SDisconnect 1 0 60 amp Air Conditioner 5 SService 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: I 5 S S S 5 5 5 5 5 5 5 5 5 seal 5 5 S 5 5 2 of 2 C, 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 5 D rJPLcPc.Jc�rrc.rrJ� r� crr r�cry cnrJ�cn Nr� p y. Albert J.Krupski, PresidentTown Hall suFFot�r James King,Vice-President ��� CD 53095 Route 25 Henry Smith �'Z' Gym P.O.Box 1179 Artie Foster p -� Southold,New York 11971-0959 N Z Ken Poliwoda Telephone(631) 765-1892 Gy �� Fax(631) 765-1366 dol � dao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 15, 2001 Patricia C. Moore, Esq. 51020 Main Road Southold,NY 11971 RE: KURT FREUDENBERG & JANET R. LATHEM 165 Lesters Rd., Mattituck SCTM#114-7-2.1 Dear Ms. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 29, 2001 regarding the above matter: WHEREAS, Patricia C. Moore, Esq. on behalf of KURT FREUDENBERG &JANET R. LATHEM applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated July 27, 2001, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 29, 2001, at which time all interested persons were given an opportunity to be heard, and, WHEREAS,the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, a RESOLVED, that the Board of Trustees approve the application of KURT FREUDENBERG & JANET R. LATHEM to construct a single-family residence with well and sanitary system,with the condition of a 50' non-disturbance buffer, a staked row of hay bales at the 50' line during construction, and that the applicant contains all their own roof run-off and driveway run-off on the property, as depicted on survey dated May 25, 2001 and last revised October 1, 2001. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees: None Very truly yours, Albert J. Krupdi, Jr. President, Board of Trustees AJK/lms DEC Bldg. Dept. Of Southold Town Trustees Board �h SOUTHOLD, NEW YORK :• uu �........ DATE: .Oct. 15,.:..2001 r. PERMIT NO. .7.a... KURT FREUDENBERG & JANET R. LATHEM ISSUEDTO ............................................. . .a Pursuant to the provisions of Chapter 615 of the Laws of F the State of New York, 1893; and Chapter 444 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;:" and in accordance with the Resolution of The Board adopted at a meeting held on ..Aug..............,... ' 2001 200.00 aid b ............. and in consideration of the sum of ............................. p y t Kurt Freudenberg & Janet R. ,Lathe�n,,,.,.-..•-...-.......:..................... of Shoreham ................ N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, '�- of �othold Town Trustees authorizes and permits the following: Wet& ermit to construct a single-family residence with well a sanitary system,with the condition of a 50' non-dist. buffer, a s staked row of haybales at the 50' line during const, and that th applicant contains all their own roof run-off and driveway run-o all in accordance with the detailed specifications as presented in -theo i mating appplication. on the property, as depicted on survey �afed May 25, 2001 and last revised October 1, 2001 IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Trustees New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 Erin M.Crotty Ca TTrbSiaier LETTER OF NON-JURISDICTION Kurt Freudenburg and Janet Lathem 4 Sturbridge Court Shoreham, NY 11786 August 7, 2001 Re: 1-4738-02914/00001 Freudenburg / Lathem Property Private Road off Westphalia Avenue Mattituck, NY SCTM # 1000-114-7-2.1 Dear Applicants: ee Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the 10-foot elevation contour interval, as shown on the survey prepared by Howard W. Young last revised on 6/7/01, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier. or hay bale berm. Please be further advised that this letter does not relieve you of the respon ility of obtai ing any necessary permits or approvals from other agencies. Ve t/uly yours, l � hn A. Wieland eputy Permit Administrator CC: Patricia C. Moore BMHP File Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/19/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 3769 Total Paid: $10.00 Name: Fredenburg, Kurt C/o Patricia Moore 51020 Main Rd. Southold, NY 11971 Clerk ID: JOYCEW Internal ID:75219 New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 Erin M.Crotty Cam43§cw LETTER OF NON-JURISDICTION Kurt Freudenburg and Janet Lathem 4 Sturbridge Court Shoreham, NY 11786 August 7, 2001 Re: 1-4738-029144/00001 Freudenburg / Lathem Property Private Road off Westphalia Avenue Mattituck, NY SCTM # 1000-114-7-2.1 Dear Applicants: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the 10-foot elevation contour interval, as shown on the survey prepared by Howard W. Young last revised on 6/7/01, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier.. or hay bale berm. Please be further advised that this letter does not relieve you of the respon 0 ility of obtai ing any necessary permits or approvals from other agencies. Ve tiuly yours, l � hn A. Wieland eputy Permit Administrator CC: Patricia C. Moore BMHP File BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: d /03 APPLICANT: Lea DATE SUBMITTED: 5/a/03 SCTM# DISTRICT: 1,000, SECTION: 1 Ij- , BLOCK: � LOT: 2.i SUBDIVISION: ti PA, ADDRESS: ��=,mss �j CITY: _ ZONING DISTRICT: U CONFORMING? BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/o Z- , INFO ; /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP - /c/o Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming a after 7/1/; REQ. LOT SIZE:4c,ccc, ACT. LOT SIZE: 6 U REQ. LOT COV. ACT. LOT C _ /S REQ. FRONTg_ PROP. FRONT Q SIDEI��3 ACT. SIDE REQ. REAR PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT � PROJECT DESCRIPTION: Pyre cs !)�J �. W Lam_ C ITI7�K I� ESTIMATED PROJECT COST: ARCHITECT . ��,,.,���_ FAST TRACK WATER FRONT? �, DESCRIPTION: PANEL #: _ l FLOOD ZONE: AM , COMPLIANCE: X _ �c APPROVALS REQUIRED SUFFOLK COUNTY HEAL DEPT: CES NO, (BED #): ,S DTE: .5 / h' /3 PERMIT#:' 10-01-6'1" TOWN SEPTIC RECEIPT(Yor N NEW YORK STATE DEC: PRE-DEC 9/1/75 v--4 or NO '2--4 \ SOUTHOLD TOWN TRUSTEES: d—Tsor NO �4 is- 2 cvX40-7 TOWN ZONING BOARD APPROVAL: YES oiM �— TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: - " c Ls ' ' FEE STRUCTURE: FOUNDATION: �, I�0 SF FIRST FLOOR: 5 r SF SECOND FLOOR: . c SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE // � ao 1. (``' SF)- ASF)= SFX $ .� =$_1 �+$ 150 +s _ $ 2. (—SF)- ( SF)= SFX $ =$ +$ +$ $ 100 3. (—SF)- (— _SF)= SFX $ _$_ +$ +$ _ $ FINAL TOTAL: $ is � NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEE FULL FRAMING DESIGN ELEMENTS: - HEADERS�/N WALL STUDS((-�/N GIRDERSO/N CEILING JOISTS: FLOOR JOISTS(Y/N ROOF RAFTERS, ) LUMBER SPECIES AND GRADEO/N DESIGN LOAD CALCULATIONS 0'9'N '/ SHOUT.D INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:rY/N EGRESS, LIGHT, VENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE7a/N MEANS OF EGRESS-&N PLUMBING RISER DIAGRAM:Q/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCON -f 17•l TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE `! INSPECTOR - 765-1802 � BUILDING DEPT. INSPECTION [ FOUNDATION IST [ j ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: c DATE (0 INSPECTOR M-iso2 BUILDING DEPT. INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE o 3' D INSPECTOR ^^� ;-95-0Z� yrs-isos BUILDING DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO�lNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL FIREPLACE & CHIMNEY 0�'j� REMARKS: �/�.✓� [,x9rS �JfR�I�.��-✓ DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGN PLBG. [ ] Fo NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ FIREPLACE & C IMNEY [ J FIRE SAFETY INSPECTION REMARKS: DATE ✓ -3//o INSPECTOR �j )yso�� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F MING [ ] FINAL [ FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � o { DATE �l � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE � a INSPECTOR 765.1802 � BUILDING DE_PT._,�..__ INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION i [ ] FRAMING [ FINA�p [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:_ DATE �� � � � INSPECTOR 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6 z.e� a DATE � INSPECTOR ✓� I I tv!'air iWMA w / PLUNMING WAN + ENERGY' ,,. STATE . + 0 0 Au mm RAI r, r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 0?16:Q Z Check Septic Form N.Y.S.D.E.C. Trustees Examined �I� ,20 3 Contact: Approved 120 3 Mail to: Disapproved a/c Phone: Expiration 20 Building Insp APPLICATION FOR BUILDING PERMIT MAY 1 9� Date , 20 INSTRUCTIONS a. This application MUSe completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ature of applicant or name,if a corporatio (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder %'?U✓ {� -v C b (Ii, 0 CSW ,17 Name of owner of premises L2-9, (As on the tA 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 prop ed w rk will be done: House Number Street Hamlet ` County Tax Map No. 1000 Section 116 Block -7 Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises�and intended use and occupancy of proposed construction a. Existing use and occupancy jGC'/JlG�lilZC� 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 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ; 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulatio V YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) ,SS: COUNT.'. I being duly sworn, deposes and says that(s)he is the applicant Name of individual signing contract) above named, (S)He is the (Co ractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20� Notary Publ c Signature of Applicant JOYCE M.WII TUNS Notary Public,State of New York No.4952246,Suffolk County 2-1 Term Expires June 12, L 0 0 RErFlyrn SUFFOLK COUNTY HEALTH SERVICES Z99Z OCT 2 A 1133 G� h"C' Uroung & Young, Land Surveyors ' 400 Ostrander A631-727H-y2303ead, New York 11901 "K4 `f �9 � 1 m i ` d �.°,,aoAlden W. Young, P.E. & L.S. (1908-1994) �9ge, \1 Gr G 96 O'S t � 'Op I Howard W. Young, Land Surveyor a AOA 4 °wraHE°0zO°t Thomas C. Wolpert, Professional Engineer €IEt o*oN rcN. E Robert C. Twat, Architect /i ON ay J Iv `t S e \`L\� ONG itis 0 G•N 25 9 �1�3 / -1 �9WNOx .O _ O� 6 pb�YL,P /�� i N pN 1'� o .:z C HEALTH DEPARTMENT USE Oo-ry j/ i / w /F` lF-`'`' 00 I W G o ' O ( .mow.♦,* Q O '1A 05 m SUFFOLK COUNTY DEPARTMENT HEALTH SERVICES o� N 2g2 ° I PERMIT FOR APPROVAL OF CONSTRUC17ON FOR A " 7 T13�o- SINGLE FAMILY RESIDENCE ONLY a4S`ry,1,/ %_��J /, _ \\ ♦ OX N (Dwelling) UATT: 6 03 HS REF.NO./Aro -D/-niq,I z to 60 A'b. ,A"f�' _ yw♦'♦ ��♦ � PLACE SILT LI TAFE5 DURINGHAY '\'e_wEEL DO APPROVED �� /,''�-'6 _��`� ,✓' ' "/�,,G` 15 WpNSTRucnoN N. / FOR MAXIMUM OF BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL oaks o�° \�,• ' lvoI Al I ,x°°oHF-rn J '�r COVER e< 01. kOt�Ore\ o4e ENGINEER'S CERTIFICATION =k tea' •" ' ,?:* R P �pG� L�xz,r_-__ cP. \ moo-, ♦.C' �'. v G 5 / i PY L + • \ _�'%`M1 ` J56 y'�LOg '1'sp F�' i / E • 1 HEREBY CERTIFY THAT THE WATER SUPPLY AND SEWAGE =azo r ' ''\'\O A E\,'Y'% '` �\ DISPOSAL SYSTEMS FOR THIS PROJECT WERE DESIGNED BY ME OR Aq"a d? UNDER MY DIRECTION. sLA Pot it. `�^' pP /\ `M1fi APProv m acoLorda'um ith RlYiM determination dated / a.. O 3 s ro 'S� OF N C. Y W O he TEST HOLE // n NLSp o° '•a, q �\s zP.s` DATE: 07/11/01 vi' �7?7Li40 4. L - On W / O \` HOWARD W. YOUNG, N.Y.S. L,S. NO. 458939 U 41" ' r cP \ EL=18.9 0.0' THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 C 48 5LOAMY P �N6 °Ptv �yir / cP Iso GROWN ATO ESSIONP est SAND `° °oQ. \ 20 SURVEYOR'S CERTIFICATION "B� 50 how t ° i \ ' o•'s PROPOSED WATER SER CE a' N,. .� oo,o� ) a _ �gJ zi"6 F EASEMENT ACROSS RIG ,OF WAY • WE HEREBY CERTIFY TO KURT FREUDENBERG, fe APPROXIMATE 64IIP 4? p0 i�0 p 165 -� LOCATION OF PALE JANET R. LATHAM 6 FIRST AMERICAN TITLE GA,� INSURANCE COMPANY OF NEW YORK (TITLE 'y DROWN NO. 641 SMI 300) THAT THIS SURVEY WAS PREPARED IN / FINE OA o� L ' �5 AND ACCORDANCE WITH THE CODE OF PRACTICE FOR L ADOPTED BY THE NEW YORKSTATE ASSOCIATI '•dor ,L O'ti ' 'i xa0' �� /' PROFESSIONAL LAND SURVEYORS. e ,`� •y y ,C A l' } 1� GW EL.=2 3 16.6' 1,0^^p, NOTE: WATER IN O �J A REPUTED LOCATION OF WELLS PALE BROWN 0 IV,/y^ / z OC 00� AND CESSPOOLS AS INDICATED FINE SAND 170, /� , O O . .a BY MR. DANA FOX HOWARD W. YOUNG, N.Y.S. L.S. N0, 45893 1 4 3 _ ASG 1 ` F�LANDS o n ssr y a . �. STA ye PROPOSED WELL PROPOSED 70 ' & WATER SERVICE HOUSE SURVEY FOR VY EASEMENT FIRST FLOOR KURT FREUDENBERG & JANET R. LATHAM �a DNI%M (HANE C.I. COY£R cL COVER NAM d". /y EL.zzsB EL.-zzs° EL=z,.6s At Mattituck, Town of Southold 9% r' Ma o 0 o MIN Suffolk County, New York Rig MAx.� IE=20.5° 4' DIA PVC I I FLOW LINE HNo GP�E PIPE ezoaz � 4" DIA PVC County Tax Map Bisc:mt 100D 5-t- 114 BINDS7 Lm 2.1 ` _ , IE=zona o50'j _j--0.B)' IE=is e° PIPE®1.WX =s, BUILDING PERMIT SURVEY NOTE ibrE l— BAFFLE B.3s AREA = 22,875 S0. FT. ° • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) 1 GENERAL AMENDMENTS OCT. B, 2002 • ZONING USE DISTRICT = R_40 I'--o'0° —'1 — � GENERAL AMENDMENTS AUG. 13, 2002 • 1200 GAL. SEPTIC TANK F'-�a.00 �"1 GENERAL AMENDMENTS FEB. 6, 2002 THE FIRM ZONE BOUNDARY SHOWN HEREON AS CONCIDENT i GENERAL AMENDMENTS NOV. 27, 2001 WITH THE 11 CONTOUR, 300 S.F.S.W.A. creauNo ' GENERAL AMENDMENTS OCT. 1, 2001rc • REFER TO FLOOD INSURANCE RATE MAP PANEL NUMBER WAR - GENERAL AMENDMENTS JULY 24, 2001 ar 3 LEACHING POOL n 1 GENERAL AMENDMENTS JUNE 7, 2001 a.Na 36103GD4B1G LAST DATED MAY 4, 1998. — MAP PREPARED MAY 25, 2001 5'�3 • 03 = NUMBERED LATH SET SANITARY SYSTEM DETAIL �U, O = MomuexT SET ■ = mNuNNT FEUND N.T.S. SCALE 1' = 30 A = srnrce SET ♦= sTArce Fouxo pi = vx srr O= xeera ser JOB N0. 2001-0134 BP e�a DWG. 2001_0134_bp I Young & Young, Land Surveyors £� N400 Ostrander Avenue, Riverhead, New York 11901 �� 631-727-2303 aR Alden W. Young, P.E. & L.S. (1908 I.E. —1994) 'M Howard W. Yo'u'ng, Land Surveyor UN Thomas C. Wolplert, Professional Engineer Robert C. Tast, Architect a Do 9'0 A ""0 50 4 `kNa�;P�o49yap, Q � \ PROx "j123 26 � N ooN poi ��Nc N10 O yoNf eo NoeR I aN g / SZ01�P 0�,o�'F., "p d" _Op'�{ :o�1��i�•E x••' �p ti N y? 0 / 78 . ♦ ,9 O I dapp& Go 24 ♦ ee°�y` 3 lb %� •OR- 0 i .TI I C7'i�b 31 p "5� / NOTE axil �- �.' / AREA = 22,875 SQ. FT. �� s ���� •p�� / • THE FIRM ZONE BOUNDARY SHOWN HEREON AS CONCIDENT MW v WITH THE 11 CONTOUR ANN '' 0' '/ , �. / • REFER TO FLOOD INSURANCE RATE MAP PANEL NUMBER ti opo po ' ass •i v, 36103CO481G LAST DATED MAY 4, 1998. � � eD�µH� 2 •.�• ' EO(S0t\��ere • O 3 = NUMBERED LATH SET . Ot / / / I �pP�avPp � • / N aooHarT� __ _ �}o s____-__ / , pF � � ryas o G G J d y, / yo. / SURVEYOR'S CERTIFICATION i/j10� r� 9" %'� ti)� + o�OO 5 �9� • WE HEREBY CERTIFY TO KURT FREUDENBERG, y& 06 O •;s 1 / JANET R. LATHAM, FIRST AMERICAN TITLE 6gF;o 0/ �- INSURANCE COMPANY OF NEW YORK (TITLE gra N0. 641 SO 1300) & CENOANT MORTGAGE THAT se THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF @y c'7 N u` .t1 PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE aga> O5 ,yp �\ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ke �. 5- ' 5ti ,5 NE gory ��OF byr QJ �� �� , rw. ��i'k''�.lt,i.•.M�..-, ..1t. �,}4��'-i';n.2� L OR x 4 S cP,'Op O o .d, ,yl HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 4$89c, z p0 ,�0,�0 o LAND A g t�Do } SURVEY FOR o^/� �� ,'/ ;' o �cko / U 1 KURT FREUDENBERG & JANET R. LATHAM N�� AD ,/ �� ':)o^°& At Mottituck, Town of Southold alp 6` Suffolk County, New York Sime County Tax MOP Dietrtut 1000 Servo„ 114 Black 7 Eoc21 do M 8 FOUNDATION LOCATION SURVEY geE SRS °O 2 30k FOUNDATION LOCATION JAN, 21, 2004 0 GENERAL AMENDMENTS MARCH 17, 2003 GENERAL AMENDMENTS OCT. 8, 2002 GENERAL AMENDMENTS AUG. 13, 2002 GENERAL AMENDMENTS FEB. 5, 2002 GENERAL AMENDMENTS NOV. 27, 2001 GENERAL AMENDMENTS OCT. 1, 2001 GENERAL AMENDMENTS JULY 24, 2001 s„y3 GENERAL AMENDMENTS JUNE 7, 2001 MAP PREPARED MAY 25, 2001 :ON ®£d. SCALE 1” = 30' ®€eba El MOoUNENT SET MONUMENT FOUND STAKE SET Si NE FOUND Q PM SET �� DEBAR FOUND JOB NO. 2001-0134 FS 3566 DWG. 2001-0134—foundation—location M1 I I w Young & Young £&�� f`0'°Nc°Oa 400 N Ostrander Avenue, Riverhead, New York 11901 631-727-2303 �� �E1E�pPNp Howard W. Thomas C. Wolpert,Young, Professional E'ngi 'neer bE�� Robert C. Tast, Architect �`€6 Ronald E. Pfuhl, Landscape Architect 4, Douglas E. Adams, Professional Engineer o tih ES G W E a `'CD G� sa M1 0.°Jed Z�N P�` A��( \�� �� n i! JN�PMJEo• ypO O �p• G PPO EN 'Zs�Z6 0l °°N Na E°WNOEft�`Ni g O<• P�'�Y1'PP �0 N N1°N 0 I SNS, S\f,�,���PtF-� y'.'S o°'ry /! o /fP Ef.(i'.••� Eggs �\GY` F. !: a I ytl„�••E.� o o S o ffiij p5(0 -- to ••• y°v' I u 6�yz O� N61• 920 /' •• .a O RD 60 A ,gl i " •••••• •• // Do / „J o NOTE s�dI N Tb °U`µN E0 !i •••••..• 1-r_ a AREA = 22,875 SQ. FT. dapn ��`_ o9_W! ' •O �� / • THE FIRM ZONE BOUNDARY SHOWN HEREON AS CONCIDENI a�b< anlL ooeone WITH THE 11 CONTOUR. h° e eEpO \• • // o.3'w �e(�`1 f(f / • REFER TO FLOOD INSURANCE RATE MAP PANEL NUMBER T° wood EFo e°�K ••``�s .• / m o �0(�G e� 36103CO481G LAST DATED MAY 4, 1998. R �' •• /••' 1N'G N �Oa .•1 / 163 'r+.�� Q.l' (. • / PPN' f. _, RML ROAD P�' //' PPG w_b�- 0.3N G PGP�°G�O • .0 SZOP& GP 1 Vi Vca. 1y. NO310 . 1;G t OfGSZ• aP' �yh0 //' a _ -b 3i Gp. ZJ BG > 12. 0.a law — s SURVEYOR'S CERTIFICATION O '1c �,� •}.:'i l 8110 J. 1B..'" S. N i t O 5 O coN` 1 O • WE HEREBY CERTIFY , KURT FRERICAN ERG, Sa 06 1 m 1 O JANET R. LATH AM, FIRST AMERICAN TITLE -1 . wo.W A s• , •NS.__ - �Y g INSURANCE COMPANY ❑F NEW YORK (TITLE 9 _ -�` ov,Fm 6M10 '' IN 0. 641 501300) 6 CEN CANT MORTGAGE THAT £6¢ THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF `ab> 0 N I PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE a ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ENa� �" ., �, yaD� w• osr�3 94,�A �, Pr pFL S 'fi x F. Sa"C'p �.{ 'A�y 444111 1F I J"T5' o0 1 i 1'1 i O f. 0. 'yF•SF• \ ! [' '1f F �'J'P1jC O' fl ''h� �p�ry9a„�O F HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 45 3 o N� s -ANI)$UP 0}b�' SURVEY FOR /yo ;' �l ' �5”" �a o i J �. KURT FREUDENBERG & JANET R. LATHAM nd ` / : o ^ - !P(e-g/-9L..St3 ' free At Mattituck, Town of Southold t��a n SSr /, Suffolk County, New York sees TSTA O•DF i h%% 'AY County Tax Map olsm�l 1000 ss.n 114 am�a 7 LOU 2.1 Ilk/ LJ FR z Ali '0�' FINAL SURVEY JULY 1, 2004 FOUNDATION LOCATION JAN. 21. 2004 0 GENERAL AMENDMENTS MARCH 17, 2003 GENERAL AMENDMENTS OCT 8, 2002 GENERAL AMENDMENTS AUG. 13, 2002 GENERAL AMENDMENTS FEB. 6, 2002 GENERAL AMENDMENTS NOV. 27, 2001 GENERAL AMENDMENTS OCT. 1, 2001 GENERAL AMENDMENTS JULY GENERAL AMENDMENTS JUNE 7, g 7, 2001 3� 3 MAP PREPARED MAY 25, 20013 En: SCALE 1" = 30' CC �ex C] = uwuuFST ary ■ - uoxueFrr FOUND A- nkNE s T ♦- SUK Fouxc O• - PK xT - ROOM FOUND Ro- ROOF oven JOB NO. 2001-0134 r J DWG. 2001_0134_final xF , r , g OVILDINO COIb(STRUCTI-0N NOTES: �---- -- e • A bionim,MNMM 11Re: - , a' > ' '",' �'! "* AP*00' � r �j to a' '"uNxr 6 1. All constnu:tion wade edallaoPiY with meBddmg Cork of New Vork Suk,and w American Forest and Paper Association(AF -CMW2* dAil+ jr` 'y J skirt Mrs} -�X - wxaxwlac I't>rj}�RpCeC CbedlW Bly/FMa lel oo OJ O:5 � 1.0 1:5 � � - ,NSI IFY� d '�BfVf9�)iIkAR AIrA�c J.t �atlrsf�lm WoodPr eOonslnwdon Mtmuci.(WFCM)forOm-ami Two-Famity Dwellings,2003 SBCHigb Wind Edition. ��° z nu wok shall comply with tiw New York era a Eoe g Code. Ne9p York 9hbe Energy Cdtlbrflllfo� Caeelr1Pe80s Cade 100130 0.5 o s oa 1.0 �ssrl B f ; °wdp Wig." ' I� ¢A A. b shall W Wa amftracofp ronponnbility o mlrmir Out design,and type of mechanical systema which will be used in uf8dml derail a aquind by the BuildingDeparoucm. msdwdsoftwma Varian 3.5 Re%m In B. became AD F6i.l lAd' �1�fa�H!(tfg ,k.a yin'; I 7�c`�" � toPFb'd muco ducts and Piping a required by code. Dog Obm®a;Un1Rbd.rdt Ta61e Zr AlflsitMRsMdadsw e i dere rk " 1 f'bf�N�pl�Afyld8l: 7WQ P,viEvCW[p�0 I u'uk+�y , / ' C. All windows,hearings.openings,creating be cau0ad and weather shipped � uld1sa p. T17133:FREIINDENBURG•I,ATHAM tw +RIF Ei S III 3. Single and muldplo-ahtlon smoke theme.Single ad mdtipletatim smoke dams WWI be installed in the following locations: �,(� �'"a'g 4: F1�A6 EO�GFa�Nlf 116N MUS 2)OIn aidech ofa sleeping �Twows mpwewe no.= LS 1.0 1.5 �utFvribR SHALL MEQ Two 2)Outside ofmd d at the hnmedule vicinity of the hedrom. C(IIfNT'Y:SUIlo& LatT agorae shed aAPwapne )30.2bp 03 1.0 I.0 !.S 3)On aebarkltlotal'floty oFthedweghtg,imiudioa b*aeucntod adlaa but nor iechdoe owl apacce and mbhabitabh attic. STATE:Now Yat Elesm Caodnwa(la lad wstler) Any 1.0 1.0 I.S 2.0 � eY,t�t In dwelBtl$a ad deciding oaks with split levels and without mhwmo ng door between the adjacent levels,a"oke them handled HDD:5730 G"ft so"" ^�v7w L" S t1)lTR DOD1.E'S OF NEIN +, an Oe upper Ievela6tE sulRa(ertlm agjaemt lowuleval provided Wert the lower level h lm mm ooh til tory below tlm upper (:ONBTR(TCT{ON TYPbDstaeYad I a 2 �dlli�' ��� PPIDN 1SLE f(}R 1ev*1. Peony CWW Waw,Re�lw+at, 4"5 OS o s 0.75' 1.0 , HEATING TYPE:Nm-Slanit Belga 4o 1,0 l.0 I.5 1.5 4. En 'neer is stat. efor the �' aaNlrT`NUCTION� ERROR9',r 8 rapomdbl auperviaiorvofooestuofion. General Contramar mum verify all dimensions and wdifions Mom DATE*03(31/03 coalmmiona Wtatioo, �gtlaor n notreapnnuTie for my changes without written Prim approval. +,s ' ,y ' 'I � DATE r3P PLANS'03.1+03 CO[HpLY'W.IT'F.{,kg1,L OOf:S QFr �� d r 1 °t� �' , 5. D000tualad kwmgs PROIKT aFORMAT1gN: NEW YQRK'STAT�& W {C04E -;' , sayer t r FROUNIVENBURO-LATTAM RESIDENCE ROM TO New (BwtftgDgo*"'p{,Uw � �AS REQUIF]E:D'AND C A� 6. The canhosr thea be responsible for the comms of these drawings only. He dWl not be held responsible fer arty materialt. ATAT'IT'FUCK,NY. � ) ONDi7'T NS If ". 1y,841 T`s wod m uhlp, mew m maWuds of cor4tur= The engineer shall net be held responsible fm the design or installation of SOUiFIQ� ��q� matgWs andequipmat ElecarrI Plumbing,Heating,Ventilation,AG Conditioning,m my other system w specifically - + 5 D TOO 'A euntained in Who drawings. COWANY INFORMATION: EASE SND DRAFI7N0 AND DESIGN SCUTdCLDTp1PtVNINQr 7. Moron cum rathon a m confirm b the National Electric Cade,Residential Code of New Yod[State.Building Cade of New York Sue, 7130 MAIN BAYVIEW ROAD ID 1Y I SQUfI{OLDTOWN,MUSTEES t I IX and LiPA. SOUTHOLD,NY. 11771 S. Plumbing h m comfort o the County ad local Health Department requirement,ad Residential Code of New York Show Building Cade NOIPS: ,g �•s r r d, r i ° ' otNmv York Sine, ALL WINDOWS TO BE ANDERSEN LOW E GLASS OR EQUAL .__ -._._.,.._ ' .'�' 'Sf3DI�e s.�✓r s^', ax .f' y'},YM;� , "�, 9. All heap`iodmiugeputgj*dababaWlenjo meordlmcewith Residential CodeafNgw York Sui,Bm7d4WCo&ofNow YorklitateN} and MmAWnudsyecification. COMPFJANCE:Para - COMP WIT L/'�A!P'F�W FLbb0 DAMAGI=pole NTICIN 10. All electrical and mechanical equipment ma m be elevated m FEMA requirements and NYS Cade u required. Madmen UA-617 SOUTHOLD,TOWN OODE, Your Hems UA=SOS I' ' r+ g �' '�" }rrY1, ° 11.Lbniratico ofProfeuiumi Lability: 17,716 Better Then Cl de(UA) s: F .- BY aooep* a and use of mem phos the owner/bulift/agent agrees o limit the liability of Eat Ed Drafting and Design,and their GIVu Gkxbt - L I?RT.iFICAT,ION OF /' i 1 1 IerdMim R-vabea mrd da0ameq due onogleor,au refesron.such that the total aggregate liability of East End DnfioBADodge,and new draftsman sierra Artaa �, CmL aDaar gladlgl ' 'foots rJtmiy' mom bt w NAILING sit CONNECTION$ assessed 50%ofthe mud fee Forservicea tendered"this prjel,excluding Eat Rod Draging h Dcows aPeosa such as blueprint R•Vla V I RE: UIRE:b, ourom,MmNnw tae,ore- � ]&' � � I Baal ho M of .DO NO,PROGEIED�WITH I - ` ' ("�'We l Calmg l:Flet Colling;a Stoma Trans 1070 30.0 0.0 M I I I SugflSdKWb 1000sdWOld alike a Golden lbs bttildb WM be babhad a R-l. FRAMING UNTIL SURVEY ' '' ` �r IW r �t -"e* 12,All of rem floor plw and almvtfioa are protmradmder hdael copyright law, No plan may be reproduced or reennsmmtod MOil�,t l:Wood FramstDoubb Por Wll:ar-E 29 0.350 10 1 1 1 Rddm dicot M uaamdWdadMaa a'oueide the bandbg must be iamlmd a RA. OF fOUNDATIDN'I:OCA71ONa k'""IC fA`l it 'w' without writer penetration. I 1 I SaP*duct;In nacosdp OW must be immba4so 168. Cown11CYMdtalColft(noretk) 1121 30.0 0.0 3i ,. �QV. - ( 1 I RMan dela b aemdidtaq spears "l,. HAS SEEN APP 13. Ower/Cmtrammmtrnver)fy aY one specific requdtamtgq far rho construction such u Sod mute Wall 1: Wood Frame, I6"o c. 3514 19.0 0.0 177 epbuduo i bbealantate)mem be inedktd m R-2. reglrmma ,ee. I kmbtl6a baa rttgakedm loam dew la 6aatmb. ' Wriewd I Wood FremeDoubb Noe wbhLow-E X96 0,340 169 14. Aemeptaueofmaedrawings elan w amaiathe right o build me athoriranm of led governing agencies,rash u Duct'l:Glave 9s OAM 3g UNDEflWA TEAS CEATIEICATE * �* ,( 'll Satins County Dept.of Health Services,Town Building Department,DEC,FEMA,M. Verify all mndftiom,codm,ad geese [ ] ( A'E _ "I x mquirommi wins ouch a8emlaaprim lorenstmredon. Flmr l:All-Wood JdWnDvn:Owr Unomdkiaed 2091 30.0 19,0 42 T r 1 Jgln edomgeadmegerw 6e keaady tastmal win wrldw,grWh,mWip REQU`AED` /fir;r �r �i I fMwllrst],mmdaNa►aabwYMd-i4rk,a bgrp- DM b nes : 1 COMPLIANCE STATEMWNT; The buil m this dtatmnmd is erena)stmt wi0t tier F�gbd , " 4: a v` 3� + Popeeea building bt1lMMgpl4w, I mt«ft4at•'Caa[bamWywdd.at*Mitx>sire•gfabrgMdlad]oiarlasdramsrendaa - OCCUPANCY OA'>; . r'l, W , �{;lFv Is. Owucr/CrntamfmuavedfyW mWimsam aomumw spealgcatioa and woe dorsi remametia mate camweed,the BuihtintiCde alMCikOMitae.aadalM wbdadooa Mudaag00d wily tib pans ltlpplitagaO. TIII Ioladglglmea hawbsm dltlprdmmest la I OPaatiag M leer dean 2 In.w.g.(SOO Pa). 4�, of NOW Yeak Spee,Wdthe Amafasst Forested Pape Auociatim(wFAPA)Wood Fharm consuuctimM.nnd(WFCM)fo tier d:Two Now York Stab BaMp CsatearvMkoCasseaai0n Co0*regoieemwetu WbaaRtgiatrnd Drily 11rq/Mlmdbu Warned end [ ] ( Dow dWlhe nlpPewed Way 101stabereardtawweWa thamaulMmw'abauWkoa USG IS UNLAWFUL F'uShcy Dwenogi,2003 secBigh Wed Ilditita. la oeltMs page,lel'MO MO tl*Dtto the best erMibr bW*iMW bOK and Pu>�M O Milt,tads phos a I I I CtmYpltktw lv0h eatMl6r taalarbtttmwtbe rvaaad wllavepa rasrtkr. 16. Aocapaaa offkas'Mwingl does and aathoriaethe right obmo without the aalhoridrtiam afbcal govesnhg apucia,suc6,u Suffolk County apeddSM3m■tta la tatatpMdta with tbb Cade I ) I Ah Shq*ere aqukdbthe mmr¢ak 4alem, YYI I HbUT CEf"ITIIIA'I, y" 4 ` ". i, ty Depeitrbent of FIa1M getsiPeS Town Building Depattucnra.DEC,FEMA.ons. Verifyall Cand'Nons.coda,and b with such ...• . -..-».--•N ,,,•,,,.._. ,,,-. 1 ) i The WAC moat 6abaLtl eyatams. 7 n ,+ r r pro" a&Lid�w C1� OC�U'PANCY n`� �� � �Y,} I dada Prior o coostrdm. - - - I T Cmtmla: 17. Any dlaeneptmy on thin plan is o be broughtto the a Um of the Engineer m,mcdraely fm Re-17ealgn. [ I I Such�s MR ba d)wo tam thamo"apabka dmdaamita0y aquotms IM epata I tmpwom m Print of da largest tone• PLUMBER CE RT1P'lCATT10N t � &ItldetlDafrnpt QGYaI-- Dee - IY� A,�Z3 �lflA3 I [lark SFMa�t CERT ON,LFICATENF`OCCUPANC9'r ,r >` `'s,p��v„n4}1} , [ 1 8gmde alxvio rtawa w tagltbd Idr tern dwstihtl um0. SOLDER USED IN WATER I Fissiparous 1 1 I PnpWna mm be handled aft pilMt aging leasstgbratlhie trcphua dons. SUPPLY SYSTEM CANMOT I rF I 1 I Fkgbbm elm be pmvMad WO 2 canoe ofaamb Odw air,a required by the Fitapbca cmm&uu m EXCEED Z/10 OF 1%L'EAp GENERAL,NpTES: REStrAltcltIpgNelfopCYaeWilt I pwidsoaofdle"alb aCadaufNewYankSlaw,theRek*cWiafCodargNew III Sorraa f n NOW York State Comerveding C I die Nn Pork CRY Budding Cade.a ttpplialsk, ..i ;u cf ltes� rdioR Code RUCTION SHS q Rtiit Vladep 3.S Release la I NerM W4ar'L'ygge MEET THEE RAEL� - ' ALL CO' cAR1lEN'pR�'+ . ' 4+7 NnvidPmu4lajeiewmdwtUp!nU!Pnwidlewtipa.aaetwitokeeed. DATE;4tNI I ) jWOWWAaININAt**/alO,ra males laidaad�oodatmta.the"see .,' CODES OF NEWYORKTS'['TEHE enmatyide.i•4aorwopmm+ MaVaa✓pwuon+. �,` r r Emotions, provide supped fm beads anmgwma TITLE:PRBUNDENBIgMr-LATHAM [ ] I beplkN'c6cobtMg ba wow piper r sitn kvds in Table I. sift irovid�e sill w&W-am be be below[alk ebeyear jp. w;m.Olawm. I A PLUMBIN 2^x6"-16"ac extedm walks. i Ems' I i I I ln$Ub&&circulating�4Ar�pi�Pa m[he bosh in Table 1. aLL P1UMBING WGTE'., 2"x 4"-16"m importer noun-unions noted otherwiva �' I TES WATER LINESAll will muds are o be n2 or better Doughy Fir-Lamb use I TING SEFCgE COV ' - t ' s'uk 1 All other fiamS members nem be#2 a better Douglas Fir--Larch m otherwiu noted. i G -'+ .e I BsdMorgNosk: ERIN ',}' ( ,L 411 to ' Provide and blaeldplbouwd ell boring indent. I Cdtlss+t I ) I AS bored*WWMI /path amt love a m/affbWw ewSah and a9Wt'n a over mlaae over WA mj d It, . x'II p C( Provide strucdiN mad:amectmtlu reguird nes all conditions u per rota ad Iasi codas. 1 I I. CdWs 1: PMt Cdibg a Sidra Tum,1630.05avily balattm Oovide smlµve(1J2xomwadga.uplwomawlsemkd• I ofJhe haamgmergyb OYa aOo+MplehNa sumcm. Pod pumps rapdre■time wick. S9, f tag.bb rail anal cultdaato giden in cellon,crawl spaces odbM6o=W 1 ] L Ceilbtl,2:Cdbadal Cdiinl(ao sMaa R 30.0 malty balstian I Beeston sad CLdlas FIpMgMalaOwr :, L. Sig,0&ubobw. Ctmmm: _ l 1 I HVAC Piping recovering Ru ds above 105 F a chilled Raids balm 55 OF must be Implanted to the S 1/2"oft rmrshmOinl-($ply) v I levet is lYbb 2. 12"calx aerimwW e6cathog I Abmai:rade Wei: Provide fiteNuds bloodshot;n an sesis and Dom u required by state and local codes. [ ] I I. Wool:Woad ' firm, 16"o<.,R•I9.0 oeYt3'beMlation 4 r -�'�� " I Cammmm ., u tl !^ Cf1NCRETFc Contractor ism varly oil led bearing capacity primm construction. I WbsMwst Strength ofwtlls-3,000 PSI aI day ASTMC-94 reedy mix engcrae m Par Residential Code of New York Soo. All faotiega,foundalions,sec.alu0rm m ucdisturhd oil. 7 f. ,p- v A xr [ 1 I I. Window l en W�Frat$DmW Rea wbb Www&U4aa:0.3rW 1 I 1,14,;' Fodngs ehellbe 48"below finhhwl glade-minimum. For wbtdmm vd&M 1abeAd ll.6atas.describe bdra: All woman,foudonam shall be hood. I M Pngpa'type ThcmN Bmak7( i Ya l )Ns Provide minfoming binbees onaY wall ova 2n long,2'-0"below final grade. I Cammetty; (2'-0"x 8"wid 3•a5 o6a ora 16"x 1l"cammts faodnl) f Foundation Wo [ming Code. [ 1 I L Sk)7Ka is Wood Flmee:Do"Pwie whh LmwE.LL&Am:0.350 �"*� im'PronSng and Damp proofing-aa per season III of the Sue Bu 18h i C 7 It LN,OCTHfCAL: I Fa ekyRWb wjdmd WWJW U•Ibebrm,dmrft *UNW , hp ; N''he II' p� Keepboxer Vmblmgm fromedge of box m mulh opening. I gPaaN FreeType '[barmad&ak7[ ]Vr[ ]No Electric cuumetionlaw NnPoem m the NanoustElectric Code.New York Stan Building Code.sal LIPA. I m Cstamotq: Provide smoke daatem a per state ad local code. I _._. -_ 3 e. PLIOtD1013; Supply Pipes in walls(for oikM)tt 3"farm Plywood, v' PlomWos is to mrtfmm te the county sad wall health deprtmat mqutmmenu and New York grate Code. I t v •,ti. . " All wall gold mew pmedme thmugb mrfat started home whenever Possible,usury o match washingie color. I RMsmat - ' ,tj ' 1 ] I1. Floor I:AI1•Wnsd Jolstfltua:Ova Uneeedidmdgpeoe, 'Sr; i110,,�w° u,�i-,Wv�tr�� rr Ir gn � n 1 I I R-30.O wavily+R-19.O rxlntloma4mdalim - -. I I I '1" ,h*}"" ,I r I Cottontail: ret y`r pstYNedRgla,.tmd dldbwa0ah - . sP�lapa-Jolbeb011dieR!s'ellops#Mtrnl�usMdd� '" T- i alaplWOuieq. 1 I t m1Yg'hi0 1)Type IC mMtl.a 2)Installed is" a eppgsilate ah-tW ammbiy ' I a03"abtesmta Ota ambalible mmwittM. HbcadC vied.the gators most 6e hsttt0ed wS'ha -nap'' S' ,N' �tu'C" ' .' ' I ekemwo0'pobtaiatico. , 1§+'or �� r' I � v c 4 y W i epN Ratadeai l 1 I RNalldm&a wow-Iswlsar side of all tmmwobdfiard codlings,wally land Roster. © COPYRIGHT 1005 EAST EN�J,'l�fy�1�JG [ I '1ds+m *A40 em must be kodkdio mowdo a"Jib the umWbwA leo isesdliga.)iamq ALL :FLOOR PLANS AND �!?G7�It"�Y� +Add 'PRQ'CE r * r �'; u'z(j'k s->& 'Ir eS ata, - f ] I ,lW,itW app�laau mart,ba idmliNad aofiafamplfaoap anba''gamaprpd, UNDER FEO�AL ("Y.1PYFtI�aHq f I I smsndklix aR ieebEd beRdagmdeadhgagrdpmatdad'asrvla-ww baMhy PIAN$ MAY NS`1TIIE REPR I egdpmmaaarttilPagWe0. WRITTEN A(]THOtI17A11ON r ALL PLANS AND DESIGN6 ARE 7k1QL ' IF, r� }b�ygt . 7r f . EAST END N �'$I „ iii v I" o r fylyNe 3 F,vd.�l t✓ :{W S6f i a THE RIGHT TQ NUfW ONLY ��gg r 'U � rr?�m -0 qts n: P ey ea.r Y " PLANS IS UOENSED,EXCLIq$IC Y,.TQ444 -AARO 4 'nm-pul4omeq'Wadplttarw tbeald� It mpdtaedpW*1d0r'neh egifae]es,Priea' keeeak - ` , Iv -sµ+,sk :vp14. 4 - r "IT11 T. ........ . IT V,I It IT W 2 Pre, v 4,r `;:i! IT I I I I IT t T PLUMBING RISER DIAGRAM7 STRUCTLIRAL DESIGN THE PROVISIONS OF CHAPTERS 30; 31 AND 32 OF THE 1609.1.1.1 Applia"Ity.The pimarielons ofS= 140 andidwit AF&P4 Wood&ww Comalinanihoss I chi*wm e Vttrl4 OIIIII RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG I Aliasissaijor0lait anst?w Fivally oxsvatiw�SHC Jftk WW EA000 1110 11MING"Q* WITH THE PLUMBING CODE OF NEW YORK STATE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL to buildillip;lowball within Exime"A.8 a C sm ddned in Section 1609.4. Tbepowiims GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND aw not apilly to handing gw M the upper half of an isolated hill,ridge or wassirimmall j INSTALLATION OF SANITARY DRAINAGE SYSTEMS. mating the giltivarms conditions: 1. The a t 60 Seat 18281 cool a h• it locatd in Bar Penh ' 'M '. . , I !vIv,IT, 30(bat(9144 mas)or hWm if locished in issisomese c; pop. ITT.' P4" W, 1. 2.ThCMXMWM&VU)Mo*p Of fttAUCW006'16 P*hftit;and C 'II,"?, IIi" !ilI4E 500E ;IT a IT_ �` 'rhrIITI,q; 3. Illwo hill,ridge or sawarpriamilt is unothatrualled!upiviessi by other such topographic fookm for a distance from the high point of 30 Oman the beiglit ofthe hill or I mile(1.61 lou), as whichiciner is greater. ga,coidn n OOR RAIN ?A"2 Estimating ^,°`+ 0 $Ppd 1611111.1.2 Minimum wind Iotas The vviall Imads used in due&dp offt Main WhWMWUMN ainitem,shall -I'At 3" not be kess dam 10 poodads par&*we lbot(0.479~)multiplivid by the ares,ofthe building or structure projected ass a vertical plane noread to do lubal drection.In the caloolefion of dosign what loods fur compsommat and cisdifidi;kv butilliffings.posd*algotical;and offt premn notlagonsippashic sell Is as 44 31 boas shill W island him sawagame Tbc design sam;fiar cumpisocau and dodft of holdings shall not be loss Ow IUposords per-qt W(0.479 kNiza)wft In either dikedida narrow to due am 44 MASTER RATIM100111 surfilace.The destips lawo lbr open buildings and other istrustsm shall not be Ime than 10 pounds perj 2- atmos bot(0.479 WW)maltipliod by the some 4100 wo 3' 1609.13 Anchorage Against overiminting,uplift sand stilling.Stralsund membersand systems,and I Figure 12-97 Ina IT complothavd;and cladding ba a building or structureshall be anchoredto resist ivind- M7 'I� ve attactuniont on osailerwoo- induced overturning,uplift and slisfing and to provide continuous land pedu for theset frauto a rulaunry walls. I , " I. I ...... IT I soaI II II Oaf 31 IT lot to the lbundation. Whore a portion oftive lismismasce to thame Jbissis is leavided TY'A I IT Co. by dead load,the dead load shall be taken im the militiaman dead toed likely to be in place FRAME MtAP "M T" _aR_v_=_M7 RASIENEXT RATH a]. 111 duringla design windevem.When the alternate bask kand combinations of Sectiost 160S.32 emeram used,ad twothirds of the minimum dead load Wally to be in place during a designs Wl= caro s ween.sradese. The tinolonanho wood 1 1/4- wind event shall be DeedAssociation (flunially the 1 1/2 AnsislownillinvoildAvalconato 1 14' �Mpamd#MbalpMt& Ord I I 1609.1.4 protection of openings. In wind home debris regiicns�glazing that receives positism external present hurricane shiaw 4 W4 3' designs lor woodThis"land ' at slik". pressure in the lonvar 60 A*(18 288 mm)in buildings shall be adedualwai to be oplegings masonry buildings. The I. ..... BhIN unless such glazing is impact resistant or protected with a impact-reshimentigovering bruchures P me villiable mom I AUNDRY madn the rivilubaments of an appronned impact maistift standard iw ASTM E 19%and of at the V 9111"ned Wood IQ M wxdb ASTM E IM6 rebraiad therein an 114ow. Aussallawn"osep 0 WWI Is/0-' X 01 t11/01 4, 1 LGlazed openings located within 30 fad(9144 am)of grade shalt meet the requirismumn;ofthe I IT,w LEA Large Nflasile Ted OfAMM E 1"6. wowetwwwi 4 T I I Te vmv 2.Glared closings located mare than 30 W(9144 mm)atim grade dO moat the provikimis Val. of the Small Misaille Tat of ASTM E 1996. M, Pecan:ruvI, 1. Wood stracturall pimalswith avoissionevaddidwase0f7hii"(11.1 mm)mod mwdmm pond VERIFY SPANS OF STRUCTURAL PANELS, GREATER Il'iftm Igv ALL PANE CONSTRUCTED' IN ACCORDANOtt WITH APA 'r-, LS ARE TO BE I _�Ir, ,,',' span of$hd(243&mm)mWbapemkWfbFopagogpvtoWmin one-and.u.- To � . , T"'" ; 'I ��� PANELS SHALL MEET OR EXCEED ALL 0EQVIREMIEWT$ 'OF'THE SIX bsxtldolia�Pan&shall be ismout so now also glamed qualings with gathered:havidwere Provided.Anochowto"I be 4w*W ta rosist the composimast and.d*dft boa OF NEW YORK STATE. AND THE AMERICAN FOREST A; PAPER A$SQNAA delformitiod In accordance with the provisions of Section 16D9.6.5.AnKhmmi in accordance WOOD FRAME CONSTRUCTI(W NWJK&* (W.QA); FOR, ONE AND TWO, F "l ILLY with TAW 160.1.4,isporanitted ffirtivildings with amain rodfludghtef33"(10 058 am) DWELLINGS, 2001 SOC HICIff WIND''COMM, 4,, 'I, ... ... I IT I IT. IT or lea whole wind speak no named 130 mph, 4, 2.Buildings in Category IV as defined In Table 1604.5.lincinaft pandoodge imposabonazz n IT IT I,I h e deffined in Socificin 1603.3. TABLE 1,609.1.4 WINJOBORNE DEBRIS PROTECTION WINDOW, DOOR AND SKYLIGHT SCHEDULE FASMING SCHEDULE FOR WOOD STRUCTURAL PANELS ahc UW C" "M FLOM %SNT LITS ",MI. W40 M1 oumm NAHW"TUIUM Now *WMQMM arom OPD*m TO fMet. OPOW ( BOTH GLAZING TYPE --------- arca P" (VAN am now PW MU HMW HEIGHT 00" SAIINKS) sillil" air ANDEMEt4oi TwM .7-2 14*x 7-4 1144 7,77 I$ IW 88 lir 21.40 421 ANDERSEN HP. LOW E GLASS __12 9 [-21a 16 24 Will" #6 WWd 0.79 ANDERSEN HP, LOW E GLASS 4 16 3.4 1*0 Wood 16 2 ANDERSEN TW2062 M 1111"ll 4164 IW 9,41 21 TW 22 IW 46117 3 ANDERSEN TW20112 2-2 1,111IM01-15 1114" 13A 2171W 34 IW 72112" 51.22 4.06 ANDERSEN His. LOW r;GLASS IT: IT— 4 ANDERSEN TW2446 2-6 11ION 9.9 1w 11.7 25 7W 24114" 42112" 4,36 7.65 ANDERSEN HP. LOW E GLASS For 5 1:IF inch-25A min,I fixot 304.9 was,I pound 0.454 kg, 5 *ANDERSEN rAWN 11.8 Ira CIS 19" 16.00 27 7/8 34114" 22 Ire alas 11.73 ANDER89N HP. LOW E GLASS I mile per hour-0.44 mis. 3. `At4DOtOgNwl TA128112 2110,IWX-V,41N 111.14 29 748' 291W 34112" 545 10.46 ANDERSEN HP. LOW E GLASS a.This table is bead ran a maximum windapossid(3-9scand go)of 130 mph and ownin roof heigilit of 33 fad or less, 'ILI' itr 7A3 12.70 ANDERSON HIPI LOW,Iff GLASS b.fladmims*0 be installed at opposing onals of the wood*udwd I,- ��V "I '��e:L *ANDPMN TWINGE 2-110fift"110 WIN 21710 341141 22 ITT 33* 34 Ims 42 1jr 3.73 1OL31 ANDERSON HP. LOW E GLASS PMOL V$CWMENO twlw ift 04`1w "A C. What actions M sanichad to memory ar massonriAtwoom they am[] 9 *ANDERSEN IW300 1-2 lAft 616 IMP 20.09 33 7W 341M" 221/1 8,08 I*Ai ANDERSEN HIP. LOW E GLASS be anniclead sallizing vibratiormssessuat anchors hoing a minknum 10 ANOMSI!No3 AXW31 Y-0 law-0 112" 9 31 EMS' GIN' 02 IX 1.3 ANDERSEN HP. LOW E GLASS withdraivind capacity of 4"pounds. 11 17 I/Au w 1.7 2.5 ANDERSEN His.LOW E GLASS ANDERSEN 032 3'•0"711'•1 1" 5,75 14 9W WA WA WA ANDERSEN 3P GLASS 12 ANDERSEN 2W 74 SIGN 1%11 1M• WA NA IT 1A 'ANDERSEN FW14110010111ALA 64-0"716'•11" 40.70 601M' 70116" WA 30.61 18.22 ANDERSEN HP. LOW E W118 *THENWTRU 2680 2-10 V7l'k0,2 IW 23.0 314 91 WA 2D.6 16.32 LOW E GLASS SA *nigpmMnu 3060 31-2Iffig 0.21x1" 20.3 Ids 951R" WA 23.21 ioles LOW E GLASS 4A wT"LqWTRU 112-300-12 V41awlil"TtAr 44.8 38" 9012" WA 23.21 10.83 LOW EiGLASS IT 1A "THEAMATITRU 2$84 2-9 ifflit Y irz, WA WA WA WA WA NIA U40 STEAL DOOR AND ASIDAN-Y, 1111 HR FIRE RATED WITH SELF. IT , OLDOING HINGES T", ITy fit( p4 V,dl 5.11 LAMKkTRI)TEMPERED GLASS INSLILADOW 30115 40112"71'14117" 9.6 34.6" 2r WA a OWA Tormp GLASS Q COPYRIGHT 2003 E D- ORAIFTINIG & DESir. -OW,NCH POLY- ALL FLOOR ;A=III ARE,j PROTECTIED WITH A MIN. 0 )R PLANIS',AN UNDER, FEDERAL,CQPYRI0HT LAVI YM iWERLAYER � , PLANS MAY NOT AEPRODUOb *ftW*t WRITTEN AtItAORIZATION. I , I 'T-' WN r "WATES THESE UNOWUDR"COD W8.REOUREWNTS FOR EMERWCYLtONES ALL'PLAN$ AND'01ESIONIS A�VIHEIIOW" ALL WWW MDOWSARP MUD ON WINDOWS G"AT WO SW D ONLY 649, �t`t THE RIGHT TOSUED ,ROO 1 0 USilkLy-mi 01 WISIS11 l�M WINDO11113 AN SET AT W-10 TIC SILL HEISHT 18 REDUCED 1-7 PLANS S U ENSED IEXCL j el, Sr THIE WINDOW IS ALSO GET AT r-10F, SILL HEI01,11TISRIEDUCIED2 IT #O THIS WINDOW 18 ONLY SET AT 6-10 Ire - --- � -�--i . � ,: -i" , , . � 1-1 - � .1 ",-I, � N7-1-... _--ii � -,_ I—,,,-I-, �- - , ; - "I I'Ix I - --- - ,�'-,'-, '--' -�" -,'7,1-1� ��- ...I— - 'i--77- �ll"71'�-"�," 'I�"'--�-'�'-Ir��-'-"7��--'--"'-',"-�"-'�,"�, ," ,"I'..' , I , I..... , , �1� .' ' � � i ,��,T77777--.,, ........ , 2-111 , _", � � i , - I � . I . � , �, �,� , . 11_I111r1. -11 111�� '� � r" - �- , I I I I 11 �,11,�I, � � ��I,, I-, q , � I . ,,, , .� 1�11 • I '_ -, '_'-iqi;,11_1._1� ), I I �� � , � ""; -- � ���""� �""O��,77,4;1.k�".�ll,�lI l_�I`,_111_--,_7" i ", ,, , 177. ,T, �'--- 7, 7'' , � � I I. 11 ,�! I ,I , - �,11 ,, ,il,Q,� 1 ,'I - I I `il • _� � � 11 I I. � � � I � , � � I " I' ll I I 'll.-, F4CIK I I � I . � � I , I '� 1 . I � 11 - 11. I r I�� 1,- :mi ales!" �, �,�!J - I ", I , � . I � I I - I � i�r � I . I I � I 11 11 : � �;� , "'� W - P�.,'iill,x�,I,:,.,�Il I I I I � , :,� � � � S � I -1 I * - , I " I " , ,., ; I- � . 11 I I I - � I I , 1, ,� ,,,,,,,, 1, ,,j,,I , 11 I �11I'll , . , I I , I - ".. ,., ,.� 1. I I � I I I ,� i� -, �. � � I 11 U, ....... I � I I� IP I i I I i I I I I _ I'll, 21,V",,,- , . I I � �. : ,- I " � "',., �� "11 �11 , ,,,�- , -1- 11 , �, , " . I, �"" i- �, ;. �',O_ . " "I I A- I11 .. . � 1 41 A� l',�',': ,, , ,�,l�, _ I "" . 'T... - 11 I I I I , I � ,: ,I�f . x. 1.111 ,, - 11� It Rt . I , . 11 1.,� " 'e" ? � I i � . � . � I I � I :, � ;" . �,'I, TI"', � ,�1,, M, , I I I , . I I � � �: . ;,"I��ifu ,�: !I , . I 1,�� . K ,, ?'11 A � I I; t � 't � I � I 1,1, ___ , - , I , � , I_, �, _ , , -, l - 'ill -,, ""'ll VM"I ,'`R ��, I � � - , " , IV T ;T,�, I �11 I - I,�', 41 I I I I ; I 1-24 . . , � T"wo***toqw4k*�lko;m,W1 F'fi*A'* �",'��,,,'j;� I � L 0*0*0"'do � :�,,�,,, . SECTION R312 LAMINOS 'L 0*� "I . � � - � . I"01 I , �� I � L " 11 1- 1 'L�" I I � I i-, F�LI I .� ", 11 1 4�L�� L , 6 1 1 1 ,,,I � ,, ,,, �`I, Q'.,� I I I SECTION R I$10 I 4*0 lorow*0 oppowin*dwb I , I � ',� I " "V,,,,,� _-__��,�t 4v �� , � . Sec"ONVAM I I 'EMERGENCY ESCAPE AND RESCUE OPENINGS I be 00 , 1 --�, �.r , ,r , � ,LOW WMAT"AM WAI" . I . I R312.1 General. Landings lor sladrftya*oil=a *with this Bectiod. I I L � � I I ,., I I I .11 , � ,""'. ,,"_ I I IF', �j 'i I I I � I . . I I 1 , g � I ."JQ , 1077110� �1 � : 8 � I I ' �, I— ; �,, `J" Ji Itmaii AD bal�Wft AWb$PMICWWMWCXNWOuftwmqf"Mkmd*l W004 R31 0.1 FairgencY wicapond shitaliks aces Jdmaadds6da�**SaaJ*_` '_i'-,I�,j, . _ , , "'I Z1,I I rescue openior risclubvid. Bstmenaft Wfth b We and every R314.7 llkftihsseieft� AA Malasholli , ".1 � to=. "be*110014113 dQurs. Im"s or dhar . � � �,*Fw"d� i*Wib*o � I , I �' " ' -� L_ '�II� �,,� , getht ater 004 ofinxis ;Nonsw sleeping to=shall have at lead one opionable;amorgistiq escape and rescue opening. R312.1.1 Landings for issinays.Tbare shall be a floor or bidding at ft top and boom of each R303.4, I � I � , , � ". � , ".r - " � , '� � ,,,,,k ,' I . I so to&*secess or"otheroise be reality I , � , , � I I � � i'�'� k,<, *OWG$kdw W Such *who I Where ems envy escape and rescue openings am provided they shall have a sill height of I i It" it"I adasedheoutcloors"te4 offt floor was � : not more dum 44 in" (I I 19 min)above ft ftoor. Whore a doff Ash"way. I , � I r I� ,� 1�,;", I," be opening having a R3'4,"U"rdWO&PVkFft'End"W"'%'WWW*,=OW-d*'AO"bM*'";::W; *1141116 ' A � '��i . , , l,, - I Exception:At the top ofon interior ftight of stairs,provided adoor does not swing over ' ,. , r ,," I I .�,,� ,%�V ,eg , ,;�,.-,j," ��A "I I 10o , , �`i��14 11 - , I I tbrooholill below the 8*000t Wood elevation sarm a to eloWlIsficy am"and remon I Wt&won4mysw*pr*4w.00*AOWO�*"OL**!*; +1 i" , ; I ��A� , ,Lt� Y'��n,, , � I, opissoug add is proslillad with a hiselklassid,=&WM &a W54*anololmis"000* I , �7 _i;11 ' % , � �1 , -rA � i,I 1, =40selso"reqi" Ib1i 0141111. � 9W4WMP�0__;I�,,�� � - - . `a= lL 0,4"No*Ai*oo�ta'OPO* , by 864am 234 0 and an 4ppvnd I _�� .,i�� , #M,* I '. i, ,� , "�� ,� , � , r4 1 _47 . 13114,91 WAN&W endossat AW to _ , "gI,� ;'-,;- ":,� 'i" � ,�4,�'�,�t � Atzal,k,r � ,�?'�,r�,�, "T rL ' f ', " � In por'lothersolacts wish Sgeidd 316.3.no not closer opening diendenshins required by"Mom"be I r I � � 4 " t',lI , �` , 010 A _ ,**We , onge.064bawpolim bfts� i - 1 , I" V 41 *OW,l L, I - i V � � ',j Ir ' "'�"� I&Nq� - �_i I I aw� --�"T""W - " R312.L2 Landings at dcors. Thissisindl be a floor or Imidlas on as& side of each sitarist door, , ' IJt;i � ,4 L . III6, 'a W �� I " I ,,* �,.-4 P��,'!' L� I �.-1 -_ L "au fiasper &*"&*a& a � "'�'_-, �I�L�' j F` I " - " , ,.,, ;;;is- 0e#*0*4**bWVMW"*"=*Qfl50"Q obWinWbythenamdop"ionottheanwgmkq"oW=OtomoopMin*OM the required building owes suid prooft Am"ibm"iba� L !;,� ; ",1.�", ,. , "n ;, "��' Excoption: Whom a stairmnoy,of two or fiww risairs is located on the monstior side of a I � [I 'l,� '1, 'P,'r ,� . I *hqft, , 4h4vw comosiodon do Mals 4�w occilamerfir the fine bodmom and one occuparm , ,, L , �k l'!.--,, , , i , i 11 ,V1 . I 1� li ,11I l,� I... rptW: . inside. Emergency oscape:and rescue openings OM a finished sill height below the adjacent door,other than the required exit door,a leading is not required for ft WWI be exempt ftm the mpkft*.&ol'SbolioninI7,A1,14'adit'itsis,,,,,i,,,, , 11:', ": V 'ill I � I,f., , .... * V .I,.. �I A,1�1 - � I If Ile areas need net be wavidoci to mom where Exception I above Is sallsfied oW aftificial 110 is ground elevation shall be provided with a window well in accordance with Section R310.2. L I r. L�, 'r L I 'J Z � i I . - ' " 1. �11 eM � I I exterior side ofte,door. The floor or landing at a door shall at be mom height Ross the basement fislabodfloar lesst In StlidasiIiiaomt-to*0 owo"is sa�,���,, ,Z, �,,�� 'r � 11 "', 1'1�"'�, �,Nlt, . " %N ,� , ,�P.,,1,,,Zr-p�F,, 4y' 1 � . L'� , ��, ,�"Il, ,�,,� _ .L:,,�� OE', I�4 ,Wwdi, ,� providatl a"W 41piossucing an average,Minnesotan 4�6 fivicandla(6,46 lux)over ft am 4�dw rom at a height R3 10.1.1 Minimum opening area. All margency ft and rescue oposirlp shall h-vm-a-minimum net aim then I-112 inches(38 min) kwier dun the top ofithe throoliold. a bulkissiall adolostare I; ,L, A ,- ,%��fl� � �%"'L l : . . ,,,, i,L,�, ", - -L", , , r" � "I, fl'L��'�j� � ',JIT'.' I L q(30 laolics(70 mr�)them the Rom kv&, with hipaid docen L ' L � L I , L" 1 , I ' L , � L � , �, ,,LL , I IF& i� r _ � "I ""L I I Ir" ' yII, I Exception;Provided that the eaderior doorwity is no for da;adt door incruirrad tst I I r� � , J , , ' �8 1 1_; I ,� ," � , : � -? i , ,O�,�" L�IT' - ' '�,."ZL��7"Iwo��t . I , �, L I . �V�I% I,,41fI ,,,"Z�, 1;;q,-,1 ." F - p4%jA*dhs4=aow $Wrhe,*swcrI ', MiKkgg*tmdvoWMmraq*mmts,onyro= dWI opening of 5.7 square (ad(0-530 mI Section R31 1, the stop locewdom the binding at an exterior doorway and the Ili I I � ' '; : r , , �L I �I I � , �,, " Io , T,,,L �,4,�,�,�4�, 1 SECTION R31614ANDRAILS L � � I L ' Lj, �,�,.�, �L�-1, ";., ,!y�L ��, - L I I- ,� I �� ,�� ;". "�_" �%,v4 i � I ,, I �� , � ' "I 4", I L , i,j_6�i, M " , top oft*threshold I have a riftnot greater than permitted in Section � I " ,. I ,'r 1� ! 11 l4g, �t I he caddd6�dasL*;aNrlcaofm alloldipS"wism at lama eae4uffof"amorose conmon wall is Win end Exception: Ora&floor openings shall have a minimum not elm opening of 5 square lbel *0 . � , �,�I� , "�11 �,,"rr I W4� , I I 1 4, L � A, I 1, ,;,�I, �1_ ��"L�,I T, L of dis Aeor woofthe hinslor room but rat leas than (0.465 m2� R314.2.The dam,other than an extertor storm or screw clew shall not swing over"landing. L L � � aide - ' I L , , � "I " -, ,",_ , .�" , - IL' "I ,, yq � �.11_ 1111N , ��, 1 �- :E'C&I-& � , , , :E-� � I I �l*ob*UCWI"dpu4owot"mb*af"�lmomowft" R315.1 ffmodmilL PAR"$diall be Provided on at low we oroach niss as I t I I I . I,- � 'It 1�' ��,��I YAV*. . I 110"lly , Dow � I , �L � *�i i�, ;I:g,T', . s�las 6*(#AllsolisaL-- : ,�, , ,,f"x L nairs, Flandrall hoWst adessidoodabove sicir bow I I , �_1, eta* . " � j, � I�,,,,; I I ,�� ft Itt _� j & , �11 _144 R310.11 Minim ladies. 2.t�_...� , �� , "M L L RM,3 gasisdami,fthroams, woor clew cesslasmossi xW advar "hir mom " be provided with siger"M did opening height. The minimum ad cloor opening height shall be 24 inerts R3121 Sim. The width ofisich bidding shall not be las than the smkmy or door served. Every (S"ram.)and not mom 6"38* ,---,,( .���.--r.'F�L � I �%,,, � I Q .1- . , J, L, V L ImI shall houses minimum 4WAaWm M6 Inches(914 min)measured in the dirloction the fill length of"at*$�fivml ,- " L 1��'_ , L,L, 'i , I, - FZA71 � '' 1, ',", 1771=7�1 i� L , 0. ,I� � , "Ic L I gladdill armi in*irdows of not Ims dw 3 squire that(0.279 mI one4Wf of which mum be oponable. a p".0ims0i Alizvoift,Vals'rhooslof a,it �, i 1k,", "Ai"I (6 10 mm). oforavel. I , , woossow � , " L L [� L . , ,I'�,,,, 2;.iI," �,�",�,�� l? ,�. 1�,�J.Iw,� ' I r � ,�' I � ', , L , ,S IF , _ "' , . ' "�"i, , ,,�giii I� - � - ,��'L - I dhdiywwmftlo%�riower4ftKft*xwtt)it*Af*or*4 i Jwl�� I. I L ,,,,r L' � ';q",�L �I LLL , "T" ` �"x Vardiumser , , L : I I L' 'L�� �, �.r,ii L, 1i RAPII�I* , "� , Esco"lon:Us glomed ereas 9hallsiot be required where artificial tight and a moohmical ventilation avaceirl'soli'liosw -,;� � , I �Ll, 4 ,, , " � , ,II FYVWR e minimum not dear opening width shall be 20 inches SECTION 8313 RAMPS PossiorsaftiWinhidds- Hicadmilsv4sixtriato,49*04*41im � � �,c 4, , I ,f,�' JL .j,i 1_1 . L " , ; ' L ,f�,.� 4� , AU� 1 oris porw&& lbomitionan vantib"rates shall be 50 dirt(23.6 Us) for Intermittent ventilation or 20 cfin Nun l-1,2Wdm(32mm)WwamthowWavg*bwAWL ' �� " ,� I 11 1''. �,r� ;, � L . I � : , , , I �I 4�', L �' (9.4 Us)*ewthicossy"ho".Varilhom air ban the space*dl be almused directly to the (509 MM). , , I � I_ Z� 1 ,I - - L 14,'."J�q", , I � � 'Li, ��', " isi"�,�,T,,, L I 1�1 o � """ , ... .I I 4 , ,Q,eJL," , , " 8313.1 Maximum slope. Ramps shall have&maxiscurn slope of one unit vertical in eight units 8316.2 Handrail grip aim All ftsiolvalloduckiditaliabootoderatthis si ii pall , I � " � -,L�,, ' 'M L r Ukv*s ,�... li � I , , - 11 I 11 � , , -7, I, ; ,I....r, L 4 OW horizontal(12.51iment slope). equivalent graspability. L 4 1 � , I L . "T . oma a& R310.1.4 Operational orrostradmIL Emesgency escape and rescrue openings shall be operational ftm I . I L I I I �'' ,:? �19,%� I r I I 1 �-11 , 0 11 VJpA,gslM*y ifloshaded,Aillooddi incies"der Adiwala"Ube provided with itmoms to illumlooft ft stairs. the inside of the to= without the use of keys or tools. R313.2 Handrails required Handrails"ll be provided on at[ad we"of ikil ramps . I I ,�'� , �L"Lf "," or ", I ftlunotoswuvwi6bgod(W "N he larroldw With an aid light some located Type 1. Handraila;with a cinda croft needed didlihave 40 onodde dissamer efar*. : , L I� I, �,� 'I�Jr"",", ,� I,,:,[: .� ,,-,�'.,;,,K�,, L� L � - ,� :: -� " ' ^ �of� ,�,J�? 5 L exceeding a slope ofloric unit vertical in 12 units horizontal(8.331mvent slope). Han"[ . I I 1 � � , I 11 i .Ip,�"-"� .1 � L ,„ 1 , oisdar ' ' I�, L,L �� - ` L�' _', �" ,� . 4%�,,i,,I *h*.v of mob lendisilaftlic, sy.For Insider SWw"ifte sidfificWw light sources"! be cap"of 1 1-1/4 inches(32 ram)mildnegresiasirthist 2 inches(11I=xs),Iqib*bmdr0LJsnot , , � '. � L � r r ,, , � � I . ,�� I' L �, , r . I to lovelanot I=*an tl),Asscmallw�10111x)monamoct at die carda of treods OW aasLoraaessrflssa,�: ', �: " : � L �,,. , ,�'; I , ,,� ,,� 1 it ""WWI R310.2 Window wWl& Window wells required forviuMency escape and fixim shall have height mos above the finish stafke of the ramp,AGM shall be not lam than 34 ressal)said,le ": , u _� ".�� , rr . - it OW have a perimew 4 � ' dimansiors of at knot 44aches(i4g, ' �'L I�'�' " Vdihsaw""S&source)cc"led*imatedaft vkk*offlietup horizontal dimensions that allow die door or window oftlos amervency escape and rescue , i , " I - - ,N AQ _ (I "of,24/ . " l "" I , � . f, � 1"F�'r 41* lirovidingavocistwoboament firm thcoutsidagolice level shall be inches(864 min)and no more than 38 Inches(965 mm) Hanshili;on maps shall empty 6-114 inclass(160 ram)with 0 �4 lu" IM, I inerts opening to be "Wine& The harizonsid dimensions of the widow well shall provide a issisclumm am"M" � , 'OTdsm�',' . I '"""` I. ' ' 'k ,� , 11 I , - , I �� /� �11 I L yr iii I �"," "t I' - .I� h � , I 'y" I ... LLL 1�1, ishis 30 aniScial Vote* Witte Immediate,vicinityeftlisbodons Inaftofftsolmoy. Open �' , Lr ,Ilt,i� �, t ,� , ;+ L ' ' I I �111 "." I . f , L ' ,,r . I """ 'L' . '�, V�,, � I sIL - .. ,:I V, -1 L.,� ,��, ;P%#I I I . minimum net clear am of 9 square feet(0-14 m2)with a mininnuothorizontall projection and with Soction,R315.2. Type it. Hars"Ili with a PW'MeW WasiaLthad 6-114 imhft(,141t,ft"," frav* I - � � IV, , � "'L ' "7 ." �Ii I R313.3 Lending required. A minimurn 3-foot try-3-foot(914 min by 914 min) landing shall be L 140 'L - - , . -I" �1,,� ? � �x , � , i L , �L , !"'� J� �[ 1;11 k - A ",, aciption: An attificid light am= is no required at the top and bow Imdiu& provided an artificial width of 36 inches(914 mm). graspable fiftar rams am on both old%oftbe profiJok 1% team ?b%* , . � I 11 : . " �,LL ,� I'VI, ,� t'I'�'."� �1�1;'� 7 finger, � , , I "I ..", Hot%owes is located directly over each A*wq section. provim: I - I r . I I 11 . I L 1�" l �"-�i � ,�j& I Exception: The ladder or steps required by Section 83 I 02.1 shall be permitted to encroach a dr* , V I"', ,"� 1. At the top and boom of ramps. within a distance 314 kWh(I 9 rare)meascared varticallyr" the.60*Persian , � IIIi .-! , � �,', 11- ,,, ,IL,��,� 'I � ' . . I ,� � ' , L ' I .'<'�L�',L , L" I I, L F ��yp. � ,,,� ; R303,4.1 U&activation,Mw on" for activation of the required interior stairway lighting shall be miochnum of 6 inches(I 52 min)ima,the required dimensions of the window well. 2. Where doors open oft ramps. profile and achieve a doth ofat)"LY16 inch(11 am)within 7/8 inch bolow,om***� ; , I 'L L : ' I �L"'_ `L� �� , ii - 4 i , I , 'L� L, mossishIs at lbe tals andboomm of each airway without traversing day steps The illumination of cortarior 3. Whom ramps dmgc direction. portion ofilsoprofile, Tbix raq"depidt diall o9mInud,.*f at hw JwiI",(41*�*' '�, I- ;� L'I � - ,:;�:,,�`f ,� � � L , � J" ' L "I'll "I'll �!�.�,",!',; I I I slisiomyo"be controlled*c= he"die dwelling wil. L , � r ,✓� , , 1, - . I I ,��.�, , I, '�11 ,,, ,' '.rli - I , I Ihm 44 inches(I I Ignedd) r� !� ,�, I �,,';Il L ,�q, Il,-,,�s "*""W^r �_, .. FJ L�L"�,� .1 � I . I . Smortion,Louilao we owatio"*I%W*nftd or m*nmicWy cardralled. R310.2.1 LAdder and steps. Virimilow wells with a vertical depth grastear SECTION R314 STAIRWAYS alonelthatianotlamth J.-V41adme(45,ems)Wme'llsoingnstpor" ,L �_� "X-1 L ON L I I I � �,.�.;L �ii Jq�,% ,g. I � � L' , ' L �L : L,:� Av _ r:,", �N ,. Lj �, , I , "" r v 0 �7,L,L'J�, . shrill be equipped with a permanently affixisd bidder or deps us"with the window III JU Minimum wid(h of The hmdrdl above the nodeas"Llie , sk� � . , �) , ,"#�,r7- ill.,III, . I'l 14 hichas 02 to , I I :i :� �';'i ,�, '� ��,�,,, , "I ,I � , ;il'IJ4,��111 I L die fully open position. I-Adders Or stop required by this section shall no be required R314.1 Width. Stairways shall not be less dim 36 inches(914 mid) in clear width is oil points - ��j L'I,L ' " .,,� I L� , �� �,," " rp, , 1�1 I � L Ii� . " _ r .- I �: , __,�L I 11 , _11p , , �. , , . I 4. 1 iD . ,I, L Ll� 11 F shall havoisticeirdepurn razil"'Of , I I �.; L, � ,,.-, i� I RM-5 Raildro*jpd coatings, RaquW glisiod opomilp"I opm&I am a saes or Mae alley.ar a Yam to comply with Sections 8314 and 8315. ].adders or rungs shall have an inside width of above the parimitiad handra height and below the required headroom hoot. Handrails maximum of 2-3/4 inches(70 mes).bftm 0.01 " � i 4, ,� �� , r �, ai I , 'r � I V, y ,I,'L� �k or court Waged on the sees IW a the bulift ort least 12 inches(305 inift shall pf*d at least 3 inches(76 min)fiom the wall and shall shall not project morc than 4.5 inchas(I 14 min)an dduir side ofthe slairvay and the (0.25 MM). . '.� � I � , ,� �Y" "JL�Li%,�Ll 'r 1.il 'n' L'�� '!�, " ,�LA�,-,' , - .1 I I r � ;��FT lr 'J�;:lL ��,,�",,, , , I L ,, I�,'r ,, _7 '.I ,r ", 'L 1. ,�"I he spaced not move than 18 inches(457 mill)matter vertically for the fkdl height of the minimum elm vilifth ofthe stairway at and below the handrail height,including heads I : t, -� "I i,�i�," ; � L ,�L,� � � , L , ,�",)k I ,"I'.., 1 I'll - _ . .4, 14 -, '4 l 'L,' I j "' :I"Ll' � , � . ' ' 11I. l .� " J,�LL �,12� 1 �"- � � �'L �_ �`, I 1'1� �F I'� T ,L,1��'�,-""�l "'t ��, , iL, ,I��tII' R3W.S_I Rooted porches,Required shosod opecuip in"lipee Wo a rociad porch where the porch souls a street,ywd and hindirilln,shall not be 14m than 31.5 inches(787 min)where a handrail is installed I I ��,�N'T L, �,,,T,10, window well. SECTION R310 GIUAMS L r,,: . . I, L I L, iz,I # I� I 'L , , ,��,.I,,��T'�"'-'�,� or a"witthe looser rise offlue Porch is at tart 63 percent open and wwbswucW and the ceiling liclot is"loss on me side and 27 hwhes(698 min)where hendmilb we provided(in both aides. I Lr . I i'l , I I I L' L 'r L' i � , - L'L L I ,w _�, r��,:Il " L i .'. , ,� ,Lii', ;� ,;:F� � 11 , ." I I L � " � , I, ", , -,q, � I � ,I I ' ON." Ihm`?"�2134mm). ' Lr i 1 j ;', " - , , 0 !I k;L§,,r, " ' L ' L�, ,?: "� , ",�,�� L R310.3 Bulkhead orickmara. Bulkhwd enclosmard;shall provide direct soceas to the basement. Excepusta: The width of spiral stairways shall be in accordance with Section R314-5. RMOA Guards coquired.Perches.bakimiwor raised ficior Arlim 0*4 owe )0* I 1!� "?: , !� I on lo' r #04 , obas r �L ,,r, �! � ,�� t,� 'tVIII � , do haralgasids nor lsaa�rhas ML � ,-_ , L -��E,I - . I I 'L L I 11 1��4�,-,V, , ,t� �, ; L ;, ", I W0$.,6Rsqcdodbassld*Wbandkovdaterdialplareparaturain Table R3012(j)I$below WF(16*0)� The bulkhand cridoome with the does panels in the fully open position shall provide the R314.2 11neaft and risers. The maximum rise'Wght shall be 8-114"inches(209=4)and the (7Q reni)above the floor at aside below ImW(ft4uy;a) ' �, I ", L., ,,� Mr,L�M , ,, ,"', 11 �,, every disdift mit*011;provided with halving Wities cop"of maintaining a in um 100111 minimum not elm opening required bW Section R3 10.4.1. *dkbad enclosures shall also in height. Open of sioirs was told rhaslaf raise thasav bKb*(M!!,t lhil�� ' L ,L j ,""IF"'L _,�lr-��'�p� �F_ filito L" [. ' " - ,�- �� - L, L .L ? I j,�t�,Z?T� I I I I � I "I _ _ :� :5;� jr,'_ ".4�i-ml:.J minimusn trend depth shall be 9 inches(229 muni riser height"I be measured ; I , : � i' ' , ,,,� ,,N,J I ,� ,11 I LI 'J" tompanifin offil"(n(la)atsi point 3 W(914 ram)above the floor and 2 "(610 nun)from exterior comply with Section 8314.9. floci or goide below"I have gicandand Jew than 34 WA",(*A no)in helpasociamnia � ,� r. , I , L ",�, .11 �� �r ""I'!,�:� , L '"'I I - ,� � p" I 11 " i� I waft Jit all liable *rooms at the design temperatures. I 11 11 I � I � ."r ' ' 11 i" I , L, 2 �, %� „V x i 1%2 I , ,, 8310.4 Bats, grills, covers and screens. Bars, Srft covarg, scrams or similar devices are permitted vertically from thenosingorth'te treads, I . . L �� , �'T�," - : ,I I I .�,,� !,: , I I IV.,%� I. . .�! , _L � L' ",r k-v I I I I 11 �4 "4 'I SECTION RX14 NNW*ROAM to be placed over emergency escape antd rescue OPMkNM bulkhead enclommos, or window 8316.2(heard%oil%lindishim Rov*A"F&"011"4,011114,Gfowrw"pl"bw I � �_� ,. ' I �J , ,lrp, ,-,;�,t� ."icy .. �i J � . I I I � � ,, �� "L �,I- JFI,I�T, -j,! I" vertically between leading edges,of the adjacent treads.The tread depth shaill be ,11 r '�.V - � I R=waiis,'Wanimmdpwdo**Obmk*oodb*vwl*t*MW"W - ''L L , I I r . I- I . 1 - i,riI,,`, - ,w�I JrIk;�D",,, I L atlacitamehabimblerow that shall have not hoss wells that gem such qpasdhigs�provided the minimum net door opening size complies with misamnali horizontally betwom the varied planes of Ow lbromoost projection of I I � I I " L,�l, ""t"�;'�l I � "#,,I MWMM am aviory4sroft clowares that do viol allow passage of a Where 4AxIus-(t02'mm),or litiass Its . I , I ...1�i� ,�i, _J� i4, no wait shall bow �': iLi , �, " I 1.� o , ,,j,", I t , I , 7 �j ,� , :,r" , 1,1�1 I'1 , , �-r,,�, L OW 1*sqdms#A(TI4t0a(**float"q& Sections R310.1.1 to R310.1.3, and such devices shall beroksublearremaysuefim the a*ccm buds and tit a right angle to the heads lading edge. The walking W1606 r'II � " � , �,�,;rr "I, 1p, ,I III L, O I I . � I I X - I I I diameter. I I , , I I I . I . , a floor wassofool]as than 70 square fed(6-5 m.1)_ "without ft use of a key,tool at form grata then that which Is required fix normal ofirvids and loadings of a sistirway shall be doped no Neepar than one unit vertical L , I 11 � 11,11 I . , L: ,,� �,,,C� I l" . I mp,��4,'�l , 1� : ,".. . .11, d(agsamllat 00 , r � � I .,I I� ,�41 .1 7. 11, It"O,ftersocam,0ther habitift ramis shall have Exception:The triangular wanings finsiod by the risor�bond and bottom rail 11 , - V - - I )lkare L' � "I i ;%t , L ,, ,�, I," " .�,-� li,',,�,�',�N I in 48 units horizontal (2-paean slope). The greatest riser height within Any flight of open side ora stairwayare permitted:to be of such,a"that ii, I I '�L�L� '�! I�,,�1- �,�� I tk ��i��?1.„;4�;F�,, operation of the escape and remiss opmm& 1; 6400" � �, ,I � , `P,�L , i , 11 lx,��,� min"I not soccond the=Wiw by marc dim 315 inch (9.5 min). The gradial bud (152 min)cannot posaithroullb. I I . . 1 �. � r".� " I , ,L 't". I, .,p " . . I I lii� I kj" ""'L . " I � I i � �, BeowhagEverrykitchas WWI time not'leandain 50 WPM fad I �L IL'' "I � ,� , ;'l .1 I �� (4,64 m2)of tion;flow arm depth within my Right of stairs shall not ameed the simillest by mom than 319 inch L -"'I 11�, L ,I, I I..�� , " '4 ;,� � '�.;' ,'j , , � ' '� ,�L I 1, �� lits r 1 � r � F"4 3 Mirsaim dimensions.Mailable rooms da no be low Oft 7 fes(2134 dim)in any holimuld L I I I I �j�le I.., F4 1, 11 "I'll I I" , I I . -4 � � r I SOM"L SECTION R311 EXITS (9.5 me). I I �, � '' � . I � '1 , L� "�'L,`. � " "I 11 . Ii,�, . IWp", , " r'; I � . L I .. .... L r7�11, � , " R314.2.1 Profile. The radio of curvidure at the leading edge ofthe tread shall be no greater I I '1�� 4 1 831 1.1 Exit claw required.Net Iran thm one adit door oaftftmin to"chapter A"be provided :' I L � - ,''. "I NA ty, nv - it=9/16 inch(14.3 mm). A nosing not less than 314 inch (19.1 min)but not more L . ' I :1 , '�L '.%I' , 1._ L , I . ' �L"� �,� J" , L M -?11� buceplicall Kitchens, , �t7 f',� 111. I . l " from cub dwelling unit. The required evil dam shall provide tar direct seem fivint the :1 I � � ,L i,�T,,, I than 1114 inches(32mm)shall be provided an stairways with solid rim. live � L - , I !�� : , I I I'' ., 1 'r 11-� vas� Pardisig of row with a doping coifing measuring lea than 5 fed habitable portions of die dwelling to the aitharlor without requiring:travel through a PTS&L I . I , Lr�I i 4 1 , ,,, � . �U7�2, 'L I , I 9304A Neiglit allect an room . I , �," `.,. , K ,,, , _ 1, .", ll", (1524 am)or a Aured g projection shall net muccad the mudled nosing projection by more ,�'�` i�, " � �Vl � 1. �LNV X �.4.11... �) VIF l r I grestait code I I . 1, I � '�' jul ' I - R311.2 Type of or hub. AR ogres doss duall,be readily oparudle ftm ""ilrom whilch I I . 1. L, �' " ' L�"'_,I -1 I I rim 3/8 inch(9.5 num)between two 00ries, hwkmftdwuosft�wtdwlcvd Of �I I ._'�; I I��'; '�,�1� , �4 1 I,� , 1,4,". ,I L,�I� - I TIlq,I 11�11 ll,JI4,., g , ,L " ,r " I, � I . � 7 n" . egiress it to be in&&without the ,. rr . 11 I . , f� ''.0�"L'C",I�� ," 'OL ling *L%,JW r r ".III ,I , I bdr#*dWJM*ft)lbers dar finighal am to thafirrishod calling" I I I :, , �, ;, �, ,I I -.0,.,i�I�I� ', " L . �., I I, r, r, �4..,L_�.,iI 11 ,. , ispascom 111cali I �, 'r , , ,,��,�"T �,I,I I ��4I�_�, � Ili m , use of so key or special knowledge or~. , �,I, VRM� � , , '�,�L .1 . I � �I I I r , , L I � �, , �', Z� ,I",I � ir',, ;� I E �, - r .,, , , r,' ", ,_ � - � %, V I L' , flom and landings. Scooting of shall not exceed 112 inch.(12.7 mm� Rimrs , '1� , ,, IN ,,,t.isib" rom,imp-aswmww R3113 Typeand size. Tberequirod codt claw shmilbe a Aiddringtod dew not lessilum 3 69 I L I , ' "I". - � �111 11 �� �MWJ I I , I I " L � " L R"311, 149011% . shall be vertical or doped team the underaide of the leading edge ofthe broad above L I : " I �" , � :.1 i" , L I 'I'T I ,;; ,jh,�,,. 1. I. . � , ' - . . -I � ' , �, I �11 'i'�,.�'�L �' : I fill#1$I" (914 min) in width and 6 feet, 8 inches(2032 min)in height.Other exterior hhtpd or slidirig I I L � L L � I � L �11 � � , " ' . ,w : I ' 4 �'-'� � , 0 11 I i �r,,'.1 "I IJPL�1_, L I at an angle not more than 30 degrees fivin the vatical. Open risoft we permitted, L L I i , ; 100W . � � , IONLR30S CEII,MG KEIGffr I I I I. , , _-, �, - r. M soars shag not be required to comply wildh these minimum dimensions. provided dint the opening between trends does M permit the passage of a 4-inch L I . . , ,I � " I �,�,� I r -,fL. �' .4 �� , �K ' , SECT ,I I L , � � ,;� , ' ; 'r 0. 11 I SI , '' , , , r,, ., 111 , '� .�' L � , , , � 1 1 � ; .. I . RM.I Mindimist hetet.Hdilit"to" _�_I I I _ a cam height of"lea that 7 fed 6 diameter(I 02 min)soterio. � I - � I,",I " "L�,r .,L� " �� �, I �'1,1' I gowulmk= � !, ; , L ;,J,�,4,_� r ',I,�, """L" , , ?K�, L I ' �� W"Ll corricks%bathrooms,loilit roma,NJ,laundry rooms shall have 0 ceiling how R311.4 Hallways. The minimum widdi ofa hallway"be dot less dum 3 fed(914 min). Exceptions: I L � L I , - .,.,.� � . i 11V L I I ' 1�_L � 1 7, 1 , I ,. _ " I.— ,I"14"JL�4%� 1 7 I*(2134 moul. , �, �4, � e _'r ,? �Ill�"I ''I 011I I bzo I� A dosing is"required where the treed depth is a admission of I I filches(279 mm). I � ,L I I , ',ILi,"`, , �� "' ',, ' L , ,�' , ' F � �,*J f: Did required height 0*11 he trimmed free 11110 6111111 ROW to the lowest Ps"Pirs" ftm#10 calling' R311.5 Exit hoilities. Exterior exit balounics.stairs and similar exit facilities"be positively 2. Vic opening between adjacent trends is not limited an stairs with a treat rim 30 L , , � . i'I'l, �o " I 25 ' . anchored to#w primary*mom to resist bulb varticall and ladmil lidrom. Such othwhumst inches(762 min)or less, I � I , , �, ,j, I ,, ,,; -11 I L Exc"ficirs: shall not be accomplished by use of toorsails or M&911tiftl to wi*&*Wli. I I �� �, ,I! . r L�, 1 i . I ,,-%,� r' .1 ., � I rano i � L I�I� , � I L r . , 6, � L � I . J �4,1 I � r I 'I , � - Lr t� "I r 'i; _ "L, �,�I� 'A L L L, I ,,,�&III . R314.3 Headroom. The minimum ha in all puns ofthe stairway shall not be less than . I �, L jI .11. L" , � I I ,L,r � " �L"L, � L I ,I�. . I .4,", I I L L 11 I � r lmsdum4 fimt(1219mm)(M comermayinrcoctuotmonedisso6inches - 6 few,9 inches(M32 min)masidared vertically ftm "Me doped Piano sciowft ft I � 'r L L '�' � �I -�4i"�,�N`N -Ord"Vaned ad I � L , 4j _3� wJ I , FI � I, , 11 1. Bases mil Ir �, i . �" ,", A tried nosing or fied)the&W SfffM Oftlad handing or platiorin. I .�,�* L I; _," ", ,: ��11 ,f�i . (I 3�CMI below the requited od"NS hisight. I �' : ' 'r L , �I I,��,� 1, , "' I gkbaislable Woe.may I I ,, 'L�,� �, � L I ,' L'4,'1144 J��,,�! I t i I �' L 11 1 t have a goft"9mito-to within 6 last, 0 inchas � � ", , ,LZ, , R314.4 Windons.Winders are partaftled,provided that the width of the wind at a point not I� I 11 .1 � L; ,' 11�, �' '. I I I "02*11,21 L 7 L -%N, � 2n*)Oftho6w I i *;Mmbmlwtsoo*m I L I . 4.� 4 inches(1931 a=)of die firstaled L mom than 12 inches(305 in*)from die side wbftv the trends am narrover is not lam : ' L ,p��Fi,,,,� I I I �� ,:, L I' ,,� i , : I � 11,,,,� II tk'j *Kb lavjactsowithintillast. L I #�I� I 41harrallaftudicausmay 1�� ,- L I �� �- ��. 7.2dD01=10ifft . � �% I L ', �,�, L I � � 7; 1#e«: T!t.tawk L I sta�ftwxwmftlboa then 10 inches(254 am)and to minimum width of any tread.is not less than 6 Inches r I � _� ",L r r L J' , , ',' i� J � _r Imis abdroWommay W within . L' � L' - I L �'L. � ;,I , ,`,r�L'L �'JL�I "' ' , ct,, t- I ��Ir, , 1, -V � � I "I'll (I 52 mm). The onothiodus handrail required by Section 8315.1 shall be located an the L . I L ,: 11 I I "I ,�'t , .' , , r,��""!I���l-l�r,-,P" ,','�r",P"", N! � I L I L I L , I q_�,� .; � $I �1 I- i 3D percent d* i OU I L I I I ,,: , , , I L I ' ,I;�1' L � I 1,4 11 , ,� � IP" I of a ram or space is permitted to have a sloped side where the trod is narrower. I � ... L, - 11 4. � I : , �� , 1�"i A the requirod floor am lea than 4 1 1 I I I r, I I L' L I,_ ,:L 11'.I I � �Ij calling(am dim*"Wouicielhit wim no Por"of I � L : � ,, , 1,; i�111 11 , I �� �� I I ",-, ..L � � L 11 I � , ,� le ��j L L I ,:I � " L 5 fed(I 514 via)in hooL R314.5 Spinal stairs. Spinal StairvAys We Permitted uwua of*0 means I I L�' , , I ,�;� . i �,,, " , I I "L L �. " ,, , I I I I I . ' L I, , " t �4� I A IK= 'dod&a minimum traid,width I � N _, , I , y� -,I ,,I L' - �, t , �! of '" A == r I EAST' ENDL.DRAF-RNG &;LDESIG , , I � l�iI"Lli!, � ,,r, �:,� , .1 . M611016"W"41M) ewb=viollia�71124imch(190 nun)mistionars trend Q ,QPPYRIGHT 2003 E� � , " r��,: I � !� ,, �4 shall be 26 inches(660 min)with ads bawl lawass ZE PROTECTEgI , r � _ � . I I � 1, � � i ftlh at 12 Inches(305mm)lift the narrow edge. All heads shall be Owned,and the rise ALL FLOOR PLANS AND ELEVATIONS' AF � J 1�4,.� ."I UNDER FEDERAL COPYRIGHT LAW ` � I " I L ,� , I "; I � '�, "', �,,Ii�,,�;L 9 �p� L dim 9.V2 inchis(241 am). A minimum headroom ofli fliel,6 inches I L . � L I I �I 4,: ,:":',"� ......l',,,,� ,,*',,I�q, g,p, shall be no mom PLANS MAY NOT BE REPRODI)CED "T�ftl ' I �� �, . �I :� _, " � , . ,.�,�,,.� - 1,� I I - ,�"r,,L �, ��!L ,�,_�'r . R � I I L I �-, , ": . ��,,,,II4,6,',l I I , (1992mm)sh&Hbcpwided.AagWookisnotmm*WtDbe-thoonly mimnsOf WRITTEN AUTHORIZATION. I � IL � ': l , ,,, "". ,, "r I �, I �I I I,��,�'�,��� "'��I�L,;7 , q , q , , 1, ,��,�:r _ e L F ,�, L�� " " ' , :1 I ,�XQ IA �. -THE, SOLE PROPERTY 9 , 7 1 � ;�L, ." I—, , ,j_i4;,",",,, � I" �' - i Am it stOry of a buildida. ALL PLANS AND DESIGNS ARE , ... � RW 80401101c, ri 0060 mmd4*k invoo*" . rrr I , I �� 1, ) � ;, �� I I . : 111 I I EAST END DRAFTING & DESIGN. 'r '' L I I , , �' L � I � . r7 I � l 1 11. ,,x- ' Ir I � - "I I 1_� I '!I TH � 'E'L.I' �L I '' , ' "' 11 I I tE$ I L I Ir 'L� -! ���L I' "W���,rj',��,I�TLI;'�" '! " ,P!' .1 ,,"L" L , I � , .!g;i, , � L 1 4 " L V ;;; � u r R314.6 Circular stshusys. Circular stsirways"love a bud depth at a point not mare than r E RIGH'T,TO lip l:MLY bigz� RE,FRW ,"Lj ,,� � I , 1 :, I 11 I :� il �,.�� ,I �,� ,��"_, �.� �, " " ! � "r 'L, 11 ,I, , r�. � I It I , ' Sft L ,, ,� �, , , I , L "I 'I L_r,, " , , ,� - 1 12 isehaii(M dus)fliass*0 sidewbaderbafteachimadaromwor duct Jossithaull inch" r , - - �',r I � ,L I L 1, �,,�?,�L�� _ I , , ,r . - , ,r , Baan . ., , L ' 11 01 -, , k I . !ra", r - I n I 11 (279 join)and the minimum depth Of any trend shidi not be less*=6 i dm(I 52 mm). L AA0*t0=0f*WdMW cee u4saftriss 04 ditswboad wifta,ftsowhi .�J M� .I I ,-r T1 ', � Sarra � ,t�"aio� _, =sm*,Town boo-606polooft.owl I .�# L, � L � L , ��,A I I r L I mir"Imbeft wwswh 2400i"Prior to ON , " I �I "I Ili,I 4�i, I � :�: -V;11� , . io I I �, L _,L �""" I L : I r� L r,,, , . � � ,i, I� I 7, �1 , , � , ,�,�� I I " , 1 ,",0 1 1 - - S ,I .. . I L 1 L r .....I 77 T SUMMARY OF,OEQU11119MMTSW ARY�, LA ANI$CHiai CUMA p TIC AND GEOGRAPHIC DESIGN CRITERIA ITEM LET" N I 'SHM INID EXPOSURE, HEARTH AND HEARTH EXTENSION THICKNESS A ON 41 r=E'S' CE .. DESIGN UNDER Y FLOOD a ATIV. . ..... 'AY N REQUIRED HAZARDS 'ATEGOR INCHFOR Ri&iAO 0 —04 is"r*, SEVERE 1 37�r 1 MODERATE TO HEANY I SLIGHT low Kom & I - 1 ' -m- ¢7 TV MODERATE d6ore" YES I HEARTH EXTENSION (EACH SIDE OF OPENING) r A, , 1, W _W 77 7L 45 ON 4;i ww" W=K Rw4tr OPENING am 7 yd C 14 RP;RMA C 01"Ift IN 4 62 HEARTH EXTENSION (FRONT OF OPENING) CPO MINIMUM UNIFORM DISTRIBUTED LIVE LOADS WSMINDVE-DESIGN (in pounds per sq To foot) FIREBOX DIMENSIONS MINIMUM- FLA me= USE LIVE LOAD OEAb LOAD WOUP C,( WASSIMATON(v) I I EXTENSION REINFORCING RENFORCED TO CARRY149'aNs"WPIGHTAN6�4 fmoo� W W OMMMAM ft'"No HEARTH AND HEARTH �rV VI 7W USE OCCUPANCY EXTERIOR BALCONIES 60 10o 40P THICKNESS OF WALL OF FIREBOX 10 INC41ES SOLID "BY ;'FlREAWGE Nots,wHift-FIRWAf E IN R-3 DECKS (0 40 10PUNVEW DISTANCE FROM TOP OF OPENING TO THROAT F a INCHES MINIMUM FLUE UNINO TYPE OF CONSTRUCTION (CHAPTER 0) PASSENGER VEHICLE GARAGES (a) 50 (a) MORTAR CAP 6 IN6E6 U RED; a INN90 UNUNIP, NOT TALLER THAN TYPE; SMOKE CHAMBER WALL THICKNESS a AUK OROUP ATTICS WITHOUT STORAGE (ble) 10 10 DIMENSION e1 Y3Nr, at VV" m RM pwww M ATTICS WITH STORAGE (b,e) 20 10 41 ^N�E 0"1 FOUR NO. 4 FULL LENGTH PARIS P TWO NO, 4 PARS FOR EACK AWL AL 4P pR IN P . .......... CLEAPAWKE CHIMNEY VERTICAL REINFORCING H OR FOR EACH ADDITIONAL FLUE t:I 4! AREA M HEID147" AND ROOMS OTHER THAN SLEEPING ROOMS 40 10 10 FT KW"N V; aCaCMQHaRQaNIAI OEfAK WR 71EG MAI NIAUNONINN HEIGHT FIRE AREA 0 4EMONG SLE�RING ROOMS 30 10 FLAEMINa NCLH Af EAC AT EAOH�PPNO�N; ;31 1 CHIMNEY HORIZONTAL REINFORCING J TIC H 14 INCHES AMD TWO TIES 11 , E STANCE STAIRS 40 M 10 ANCNORnw FIREPLACE LINTEL L WON—DOMSUSTIBLE MATERIAL 'MTH '4-IWX SCARING PIA OR,riDE PLANE TD QM Wu YtK OF OPENING. _P"S, CLINAPANCE UNLIMITED AREA (E)FAAMM. _*11N.1411 'THE AVERAOE HEIGHT NORTM a IX`NOW�w OF THE 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 LUIP AM OIAY FLUE 4-INCH ,I, E HIGHEST ROM LIN CHIMNEY WALLS WITH FLUE LINING M H THICK SOLID MASON amgr OR A$ PER TAKE 503 SW Mlk�� VVTH.00A;� 1 � I P A�*A_*w _q%, ACE N- LMT. 1/"PK OUI Q* III l V41 ER��TRKMO2� OF 10 Rug UNEFt v ,"i, CODE 10141w THC au; CODE OF SECTION 2113,16 ROOF 30 EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE NEW YW STM FIREPLACE OPENING AND CHIMNEY) Maj A 7 V,N WNM r, -Ki GIN.W CLEARANCES L a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2.000— 1 M&M Rme\81,\( FROM CHIMNEY 2 INGHEZ INTERIQR,' I INCH No LOAD APPLIED OVER A 20—SQUARE—INCH AREA. EXTERIOR' INCHES FROM U",; LUMBER SPECIES AND GRADE 0=64 I vvooiolmnn FROM FIREPLACE R 2ANCHR BACK OR,A1M OR 12 INCH E ave COMBUSTIBLE TRIM OR MATERIALS is FROM VPRUNG, b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. WK li,K WK ABOVE ROOF 3 FEET AP" RW PENETRO AN OF iiii� -ALL FRAMING: UGLAS FIR — LARCH 02 AND BETTER low • MIN io FEET� MATERIAL 00 NIESN' AN y"Mx NASO�UNITS r c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY LW 1A W _nw DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING ACL JXTl PEI* FRAMING MATERIAL CCA NO PINE #2 AND BETTER OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 0, No ANCHORAGE STRAP MIN FlaeNCx 2:0 1 2POM, TO NUMBER REOUIRED INCH BY -1 INCH STRESSES. EMBEDMENT INTO CHIMNEY (D ME."SM-1 FASTEN TO 12 INCHES HOOKED AROUND OUTER OAR W11H.8—INCH 1krEN064, d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHA' BE DESIGNED IN Co= Izn NUMBER OF BOLTS 4 JOISTS ACCORDANCE WITH SECTION R802.10,1. FETING WOTH TWO 1/2-INCH DIAMETER e t'�i a) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS AS"PUNP O"ONA, WAR.M.T CIN.M'" CLEAN OUT FOOTING 12—INCH MINIMUM THICKNESS VADTH 6 INCHES EACH SM OF FIREPLACE WALL. 21 5 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MtH MINIMUM SPECIFIED NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDAM, INI t 7"ri I Te� FlIM4 AREAS OF STRUCTURE STRENGTH (a) (fe) CODE AND THE RESIDENTIAL CODE OF NEW YORK. SHE 'V' ABOVE) COMPRESSION ORF SPAM NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BRICK FIREBOX AND CHIMNEY— BRICK FIREBOX AND BLOCK CHIMNEY— �,7 SAWAENTIgo, xg/ft SEVERE (b) SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB Fl"T nOOR 200 hA W, Prt ft BASEMENT WALLS, FOUNDATIONS AND OTHER NA, SECON6 FLOOR" QR§ CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) FLOOR NAk FIGURE R1003A rM iNA FIREPLACE AND CHIMNEY DETAILS NA, l! Z�! I 42S $0/ft SAS ENT SLABS AND INTERIOR SLAB ON I 11 GRANE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) ....... NA 261 RESIDENTIAL CODE OF NEW YORK STATE (&AAAaki(a) NA BASEMENT WALLS. FOUNDATION WALLS, EXTERIOR WALLS AND (GARAGE)(b) 409 sg/ft OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) NA PORCHES, CARPORTS AND STEPS EXPOSED TO -h 3.500 (d) THE WEATHER, AND GARAGE FLOOR SLABS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE FOR 51: 1 POUND PER SQUARE INCH + 6.595 kpa OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) MOD FRAME 'Ir P ,,fill SBC HIGH WIND EDITION. RI STRUCtuRE NA (d) AT 24 DAYS PSI CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 b SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE CONCRETE IN THESE LOCATION$ THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING PATH' STORAGE CONSTRUCTION SHALL BE AR—ENTRAINEO CONCRETE IN ACCORDANCE WITH FOOTNOTE (CII) (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. R602.9 Fireblocking requircId. Fireblocking shall be provided to cut off all ooncoalled draft openings NV 9� let t (a) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (both vertical and horizontal) and to foam an eve fire bonier between tones, and v between a top story and the roof space Fireblockingi"I be provided m wood-frame construction in the following locations, w Iia CAPACITY EQUAL TO OR GREATER THAN THE & AL 3MP0$ON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAP 1. In concealed spaces of stud walls and partitions, including fivred spaces, at the coiling and _tUS CALCULATED FOR EACH CASE. R AMOUNT L floor levels. Concealed horizontal fiffnd Spaces Shall also be firoblOCkod at intervals not wf, T". exceeding 10 feet (3049 mm). Batts or blankets of mineral or glass fiber shall be allowed as fireblockm walls constructed usmg pandlel rum of studs or staggered studs. �U OCT& PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK 9 2. At all interconnections between concealed vertical and horiza"I spaces such as occur at TWO ANO 'THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR DINE AND -n ON. soffits, drop ceilings and cove ceilings. 001 SBC HIGH WIND EDI FAMILY DWELLINGS, 2 3. In concealed Spam between stair stringers at the top and bottom of the run. Enclosed 7 Spam under stairs shall comply with Section 8314.8. J NOTE: INSTALLATION OF 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist ft free 0 DRAF11NQ. DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER IN A` pasaw of ftne and products ofcombution. PR 5. For the firoblocking of chimneys and fireplaces, am Section WOOL 16. 10"gHtp �PRQVfbED TO THIS J013 SITE. -family dwelling is required at the line of dwelling unit 6. Fireblodding of cornices of a two separation- SRE ."T ]�NG N0,1ES AL�L SIH�ATWING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION RM.8.1 hIlabrials. R=cpt as provided in Section R602.9, hem 4 firablocking*611 COILgist Of SAF"' & I A,T FRAME WNVROCni ON (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. :WbOD 2-inch (51 mm) nominal lumber, or two thicknesses ofi.;; (25.4 am)nominal lumber broiloon lop joints, or ow thickness of 23W-i" (19.9 mm)wood Structural panels with T-, '-4AJ�Eb TO, OCTA SILL -inch (19.8 mm) wood structural panels or we thickness 4 G, joints backed by 23t32 of JO ElE with TO, EQUALLY �PANr 1 ST AN M NMI # (2) SH9A D 2ND FLOOR BOX BEA 3*ioK:h (t9.1 mm)pat6clebowdwMjoinftbodrgdby3*inch (19.1 num)particleboord, 'EQUAL SH LY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1/2-inch (12.7 mm) gypsum board, or I*inch (6.4 cam):coment-bosed mill1board. Batts or TH TO P' LTOIIS E NAILED TO TOP PLATE blonike"ofmineraill wool or glass fiber mstal[W itk such a Manner as to be securely I T I l retained in place sW be permitted as an accoplabile,fine,block. Loose-fill insulation t4d WASTITUrIN'S maltorld shall" be need as a fire block unless specifically tested in the ftm and Mormer intended fiar use to demonstrate its oNfity to remain in pkwe and to retard the spread of COPYRIGHT 2003 EA$T:Ef4O DItAFINO & 9VWIN. CC) FLOOR PLANS AND taVATIONS'Afllt PROTECTED W UNDER! FEOERA6 COPYRIGHT 'k.�ot&4WAre shown on these plans, fire and hot Strong-Tie, txv THOUT A� ji�wlsiv: Indicated, is Simpson Stron PLANS MAY NOT BE REPRL W i N, s aro, appr�oVed or authorized, AS R602.8.1.1 Mkod fiberglass. Unfieced fibaglosabeft inuiation used as fimblodking"I fill the WRITTEN AUTHORIZATION ,OF ALL PLANS AND DES"$, ARE THE $%E PROP k01MK r 'hardware to entire crow section of the wall cavity to a Minimum height of 16 inches(406 Mm) END DRAFTING 001014, D�el to the r0lationShips of 'PI aming EAST ! FROM Or pqVIR' ' t-S OF rY 9 vort"Illy. *%m pipilog,coffituit or smillar"nectmons we anountered, THE RIGHT to SUILD 'ONL the strvctUre, any framing measuirso gj the insulation shad be padDed tightly wound the obstruction. PLANS IS LICE Y '= THE, 80M Abs�itujloinr� W41:1. render these plans ohcl *W result In the installer/contractor AODqWXXXrOf �qr thi design ancl, R602.8.1.2 Fhebloddrig integrity. I%c integrity of all firebloch shall be Maintained. Sufffilit C1**$)* ADC,. ...... �qssvMjhg re50pionslip1tity I MpArbnonowft INS&wadapdar 14 the entire systen nele of per i�ma o 2.4 9fi' ALL LOCATW M1ni 91NILM 2.4 ou1111GWft-16*m ALL LoaAVON MW sx�LM oct NOTE oETALL9 ME TYPICAL MR NOM oETNLG AME 7TPIC,AL TaR '�f rgETAM+ APPL1CAnON ALLLOO .i•,,i O:% l �rN oETAL oeruL �•°N�� � dpo Y «22 r Sal .F - 5 I+� SEE DVT 6 JkTAIL .1. moan '{n{'fICT✓MoIS;i1'an. oETNL r w SEE oETN •�• H' A '�51 .x. 1If CRICKET OETNL oETNL oETNL L�LJ L •� T/A .I OETNL . A pSET OrLTNI e%e �.11 ' pCTNL - IIA I If b' _— __ _ _ 11 111 lull {T��� -{IIT_-�I�� __ _ oEl'NL o,LETNI J" , LL '•�KTM Piiiiiii [Tim A 'C DETAIL - L� .1 1-7 Ir if if 11111, 11 lit If 11 11 11 ( I BASEMENT - �PE•TNL i OETAC I I �• E 11 I I FRAMING SECTION B E c s: FRAMING SECTION A r� ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER !ASSOCIATION .t *rl IM1 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WAND EDITION. CROSS SECTION THROUGH MUDROOM AREA h, CROSS SECTION THROUGH GARAGE & FRONT PORCH � (1) SHEATHING TO BE NAILED TO CCA SILL - (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM - ( ) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4)' ,SHEATHING TO BE NAILED TO TOP PLATE �e , 11/. SEE ROOF SHEATHING A� L YOUT GFF ROOF SHEATHING LAYOUT AND NAILING SCHEDULE I AND NAILING SCHEDULE p'= � ---- - � - - - I - - - � ad, „ ---� - ---- I— -- - AND ROOFSHEATHING SCHEDULE SEE R "E -- T- - - 7 - - - -- T �kfTt11NG LAYOUT LAYOU I r I I NO OILING SCH<*bULE -__. 1�1J I - - - - - - - -I- - - - -� -- - - L - - - - V�RhfY AL�, f `i - --r- - - - - - - --L - - - i r - - - - - I - - -1 - - - - y — --- SI©r�i -aNfl I I I i CCMIpI'1` hl, I I �-: - - - T - - - - - - - - 1 - - - M - - - - i- -- - - - r -- -I - - - - - i - I i r I - - - - --- - - - t— � --- - -I-- - - 1- - - - - I 1 - - I - - - - = i -- - �-- j xo-82fi-2bQ3 ,,._I -1- - - - -- - r- - -I- - - - -- - - L - - - --- L - - i - - - - - T - - - - - - � - T- L - - - C M. A 1 - - - - - - - - - -- -- - - - - - L , - - — — — — — —— — 1 - --- - I I I I 144 SHEATHING PATTERN ,, -- --- I - - - - - - - - -- - -- - -- - - - - - - - - -- - - - - - - - i - - - - -- - - - FRAMING NTH ouc MUDOoM AREA RAMIhI I I I I I I I �I,,; -- - - - --� CROSS SECTIO R I`. NO "SUpST1-TUYf NS SH 'ATHIt� gglt frRroing Inandware:'shawrr on these plans, NOTE: © COPYRIGHT 2003 EAST END' DRAFTING & DESIGNS u%nless otherwise Indicated, is Simpson Strong-Tie, SHEATHING PATTERN ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED " .ND .sulostitptions are approved Or authorized, REQUIRED AMOUNT CALCULATED FOR EACH CASE. UNDER FEDERAL COPYRIGHT LAW. FRAMING SECTION A PLANS MAY NOT BE REPRODUCED WITHOUT lWe1r� NOTE: WRITTEN AUTHORIZATION. Tug to the relationships of framing hardware t0 PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY of the other CO rtppY112Y1 tS of the structure, any framing CROSS' SECTION THROUGH GARAGE & FRONT PORCH AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO EAST END DRAFTING & DESIGN. hardware S AkI$tltLi EIpnS will render these plQn5 FAMILY DWELLINGS. 2001 SBC HIGH WIND EDITION. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. null and void,. and. wit( result in the installer/contractor NOTE_ � �` 0� aissumMg ' 'responsibility for the design and EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF Aaepgoce of hoe dnw oge dm not eWho fn heegF to build wtlhaotdoaWho ire ion ofkral yrovwun��6ce .perfOrM"Q0Ce of the entire system. ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. sotib=Vtolk With M agaw se or WcownEoildingDep.mnrnoLOEC,PEMA,etc. VctitydlcandiNomY,nodd.an� aquirtmeou with euc6 ARtR<ICl prior In nnminWYlm. &i , rti ZT x ON Me mW S Mln ND,E: ALL LO T rWICAL POn Noce DEWIs ulE trnmu f,1X `w',�p"'�. N AO NI1Y1'9YY.N1 �N�LDD n MTI SIwRM ALL M{iX wwRFR - ,4"`,> . . 6,1 9EE DETAIL 2M4 WIDIWER6-1G'oc. 9EE DETAL e PC9 142 PGnof 12 0 2.4 oumoomm-Ir. DETAL 9EE OEINL •�� 1' j PD 9 0l 22 N4 OUMCGEN6-U'oa r" MAL i k; DETAL P<, ' .I. DEWL , _ .D. DET ♦♦♦ _'(, N4 WiN101k1i6-1!'x. DETAL . � . DETAL ;}}. Ile . H' ML SEE DETN E OETNL O O O O O 0 0 O Q DEUtl 11171 Ellry K F -- � -r - x DETAL -y � BE )RJ.lCI10 DETAIL` �C STORAGE IL IT r. KITCHEN l DErNL — — 4 I QL LLU DETA14 b• , r , NL bDETA6LLiJ GARAGE DEruL 44rrllw✓+I+ en LLU BASEMENT oEruL ►►�+'ll b• BASEMENT - BASEMENT -i yi FRAMING SECTION C SHEATHING NOTES: - ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION FRAMING SECTION F (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CROSS SECTION THROUGH GARAGE, (REVERSE CROSS SECTION F) _ rh4 KITCHEN AND SUNROOM (1) SHEATHING TO BE NAILED TO CCA SILL CROSS SECTION THROUGH STUDY (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM MASTER BATH, MASTER BEDROOM U (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE 1...1 SEE ROOF SHEATHING LAYOUT AND NAILING SCHEDULE - - - - - -i- - I I SEE ROOF SHEATHING LAYOUT I _ - -- r - - - - � - - - AND NAILING H D L - - SEE ROOF SHEATHING LAYOUT AND NAILING SCHEDULE - - - - 1 ---- I -� - NIF1' 'ALL - - - - - -- - - r - - I - - - - - DIME I I I VM FY- - -- I I SIOINS AND AND NAILING THING LAYOUT L - - � - - - - - - - - - - - I ===-1 - - —L - - - - - - - - L - - - --- - - teQA{C)ITIQNI-S ';, r t '' I SEE ROOF SHEATHING — — — — — SCHEDULE I I rl I T 7 -- - - - - -- - I — T - -' I - - - L —r - - - - Zi L - - -- T - - - - I - - - - T —J- - - �- - -� J- -- - - - - - -I- - - - - - @ *a 043 ; I � LLD] I , 1 LH i --- - - - - - -- - - �J - - - -I- - - - - - - - - L — — 1 - - -- - - - -_-_ - T hY0 � u n r T l? IT H � T - - - - - - - - - �— — ,?lII�' 'N1Wsy a y ' — --- --- - - - 1- - -1- -- - -- - - -r- -- -- - I � r�liV a I I © COPYRIGHT 2003 EAST END DRAFTING & DESIGN ALL I FRAMING SECTION F UNDER OFOR PLANS AND EDERAL COPYRIGHTVLAW NS ARE PROTECTED t - --- - -- - - --- L - - ^ -- - -- - - - - - --- - - - - - -- - --- - - - - - - - -- - - - -- - - PLANS MAY NOT BE -REPRODUCED WITHOUT ' —I— — — — — — (REVERSE CROSS SECTION F) WRITTEN AUTHORIZATION. SHEATHING f A TTE p N CROSS SECTION THROUGH STUDY EALLAST DANDFTNG I& DEARS THE SOLE PROPERTY OF I 1� MASTER BATH, MASTER BEDROOM ;,' � THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ' FRAMING SECTION C PLANS IS LICENSED" EXCLUSIVELY TO THE BUYER. �z - CROSS SECTION THROUGH GARAGE, Acocpnom oFpufa dnwmyfi dace ootaWwrule We d6btm build M;IpWttb6 wDlorlzAErun o{',6oa1��.MyemkE,-wi4 KITCHEN AND SUNROOM R9 A840 F�9ouimmmuwiDop[nobago imprim, oo ommfian Ang txpcma6n,DEC,FEMA,dt• Vedly AE ooda.aod , nr* r' rj . vh T d Y �i " r WK IT Iff1 "NO'1E' APA.APE . - SEE.D NOTE DETAILS IAL TVXI& FM NOTE OETAU ARE � " ° T,�' _ µ{, AVON iN , p�T p�rypV, ALL IXAMM lMPAP "L00A W#N'lMPAM1 T�p��AL ryP m i (WET. OETNL ALL LOCATION 'MIN 511IILAR M171CA11 PO o& >2' APPLI(UTION .N. APPl1CATON ' WAIL OEiNI OETUL 2 I 0WU1140*0MM-TE'ot 'A' 'h x CETNL f ✓ 4 OETUL w { ,, a nyP!tl�, 4l + 1i DETAIL .f, L4 gIlPIWEAS-tion sEE oEru:111111 F1 il H 11 (1 7 Y r w r oiuL111 11 11035W OEIUL �' _ r 'DtI Y I 1Qum uL �IEfuL � C A' 1 1 1 - I -� LEI �� 2 ,r l I[I R Ej. T] Hil RI [E] i F " n I, 1�T7 � F�_F iI ^1 , 'au4rA1L � ro ruL MTAL � ' d ., �` " *, , ro' rl' C. FRAMING SECTION G FRAMING SECTION REAR ELEVATION SHEATHING NOTES: CROSS SECTION THROUGH CROSS SECTION THROUGH MASTER BEDROOM, BEDROOM ALL SHEATHING TO BE NAILED IN ACCORDANCE W9TH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER' A"SSO I+ATl�NJ MASTER BEDROOM, BEDROOM (AF k PA) WOOD IFRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SSC HIGH WIN©�'ED1114N.. (1) SHEATHING TO BE NAILED TO CCA SILL ' ' (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM vj (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: i - ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER`THAN THE` v REQUIRED AMOUNTS CALCULATED FOR EACH CASE. —T — � NOTE: PROVIDE SOLID BUOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF, THE STATE OF NEW Y I r AND THE AMERICAN FOREST k PAPER ASSOCIATION (AF k PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEE ROOF SHEATHING LAYOUT AND NAILING SCHEDULE FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ANY MATERIAL OR WORKMANSHIP PROVIDEDTOTHIS JOB ISITTE. HAVE-NOT BEEN RETAINED TO INSURE PROPER tNSTALLATI NOTE: - - - -- i- - — - -- - - - EAST END DRAFTING & DESIGN AND ITS A ON PIF I NO SUBSTITUTIONS I --- I J- - - 1 r All framing hardware shown on these plans, QgpQm T_ unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized, I , _ I Due to the relationships of framing hardware to -- I the other components of the structure an r P y arcing V f hardware substitutions will render these plans G1MFtt ANp: T - - T - -- -- f & null and vold, and will result In the Installer/contractor 4�4Q14 assuming responsibility for the design and TILM i9T t GREAT ROOM , DINING ROOM1 SUN ROOM -- - - Performance of the entire System, - n . L Ll I I -- - L ---- L - -- - - - - - - - ' - - - - - - - - - y 1 I_ t 1� .'L14jj,,ipp Imo' I 'F A S P,1 i 1 - — - — © COPYRIGHT 2003_EAST END DRAFTING fffiSlGh) . t ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT 'LAY4, k' PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ,x ALL PLANS AND, DESIGNS ARE THE SOLE PROPERTY OF j 'j`r is t4 x �t SHEATHING SECTION G SHEATHING SECTION REAR ELEVATION EAST END DO BUIL & DY ON 1 1 1 V,e 1 ti r( T THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM. THESE CROSS SECTION THROUGH GROSS SECTION THROUGH MASTERBEDROOM, BEDROOM' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. MASTER BEDROOM, lBEpR00M . Acaapuaaa oLlhpe axs,Pawnw�e w�deN >4 Ia wmkNe 7k9"F� a6t0aTP Y i Ot P , " nlji Suffolk CauuLr I1dp!aim 9PMw4 Tawe Butt0ft D�phTNTwo0.Mod.EAAfASkm vhll)"iYt Cb1tl ,�jIM'^I n r y,, - - wqu6oOlenM with � m+a lot 1. , ' rw4" r,l. @ +l k ri'i'-sl: ;P1— t � Milli nil J"14p 4"��R'"^•�rT� $WP$ON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION '"E " '�"' � MTS20 LTS20 TWO S OF TWOw NAO SIDE OF tquss TOTAL FOR . O • �� etl NAILS FASTENERS �"D INTO LATERAL WITH MODEL GA UPLIFT UPLIFT (133/100) 9tl.1i' CODE N NO ' AVO NASIJL$Ai �• TO TO ULT AKE-U WASHER SIDE PROVOF fAttWNG JOISTIGKT + '( �, PLATEs $nos (1a7) (leo) F F. O AND ON SOE OF RARER iq NOTE REFER TO SIMPSON WOOD CONSTRUCTION N7 le 4-9tl 2-6d R-ad 2991 930 905 400 , 5. w CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES H6' 16 O-Btl e-9tl 798.7 915 00 650 -- 5. M r "M ART�Y12 ed dMFN41S1N6 FASTENERS ALLOWABLE UPLIFT LAAO$ (177) ALLOWABLE UPLIFT LOADS (173) dip „ 1 (TOTAL) AVG LENGIN OF BOLT IN WOGD MEMBER LENGTH OF BOLT IN WOOD MEMBER PLATES OODE EIXf �l" I, Y MOO GA ULT. LFTA LFTA SEE Btl NAa S P 4 • ` '' "I D AN L GTY A 1r 2' 2r 3' 3�' tr 2- 2r 3' 3r 1Nm `. STUD i � I LFTA 18 2y 17' 38j'Iol — 4200 —�^ '-- 1203 1100 5. M. B5 L r"b 1 li G-FIR LARCH e0. PR1E LFTA ^, FASTENERS" MP 4 S LSTA21 T A 2 1 F N000. L AVO 10tl 104 . 1 ' CODE ULT. REF. x„• V: - , ^ i y.-J 1m 10d . i�• (ty3 / Tea) U73) (160) M1114 16,, 1+-104 ih10d . It- 3111 ' 1000 e4D 1000 3. 41. ISO ARIt.12 -' P t4-T+>d 1,1<ro1:. tr 3f16 IWO � 940 lode A, 41. 126 SIM on 5trgr-rp-Yle HG 10 CNw- DETAIL "E” COUPLER NUT LS12p 20 12-1m 12.10d . IF 2.703 775 720 720 3, a Equal number of specified nails in �? +; TwE dpEPRIME CODE each end Simpson Strong-Tie DETAIL "K11 ` CONIC- OF IOAO A00 1 11 / REF. I V i CS16 0 516 646 670 DETAIL "H" I74 IS, J 643 B45 870 6, 39. 97 g 9�— 070 ART$'V12 MATERIAL DNIENSIDNB FASTENERS ALLOWABLE TENSION =0.7.1(DF/SP) (133) HOEDOWN STU �': off�iEco""iION DEFLECTION CODE rl u A D A� LENGTH of BOLT U Ar Hd+Es AT HIGHEST REF. ° TAKE—UP SIM ; WASHER r� ULT. IN VERTICAL WOOD MEMBER �OWAB� ALLOWABLE BGASE BODY A GA He $8 W H B SO CL p�"A" DESIGN M� �� � ° F" ,i' TY DIA 1}• 2' 2r 3' 3r S}' LDAD ° Vi.,. HD2A a 12 4111' 2r 2r e' 24' r 147 r 2 r 12150 1555 2055 2565 2775 2775 2760 0.056 0.077 2 43, e2 ART}�'xI2 yjlgp; D91R+$IDNS FASTENERSU LOADS ' ; NO. AMG OF SP CODE �' r W L s PLATEuIr. (1uY a6o) Rff. �.,66�� ,.e .111 4 . ^e' 7r Iod 11r' — 7 735 � 7, 4Q iz7 A$TEHERS' ALLGWABLf TRNSIOEi LOADS CGDE „ ., u W -L NAILS (133) (150) ' - ALLDWA$lE iQNSION Loeps NNL CODE Simpson Strong-Tie MODEL L F' �� SPACING REF. LUS46 NO. f(IFLL pIEi �0 GA CUt LENGTH (TOTAL) l e N L (1001 (133 / 160) °c } NOTE: ALL HANGERS TO RE USED ON THIS PROJECT HD2A C510 "1!5' i4" ' to .SPAN +71' 26-ad 1233 1450 2S{• 7 gp ARE TO BE TOP MOUNTED UNLESS OTHERWISE t ` NOTED. FAILURE TO COMPLY WITH ALL NOTES N6ps°o Strang-Tie ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION "N'O.Fl GA .W " 8 HEADERS U057S AVO UPLIFT OOR SNOW 115 R00E 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES fOi iBtl ULT. 135 16 } fOtl 16d 10d IRS 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. 'IF" is 2 4 165 4-166 607011140 1160 7000 1150 1250 7, 40. 127 DETAIL DETAIL "I" I .NA. 14. 2, 6-1 ;B-�i6tl Q076 1 05 1 1900 2066 1 122 SFU $ t 5 (1m 6G 00�E TAKE-UP 'WA!5H R + UPENT LAS I REf• ARTtX12 slim . f7)tM' TO IE3' 70'97UDi (133) Q16G)' F Fe 100 • .�• i.*1! -ri„: 14' 4+ySS 10 . ' 4'5091)ir3' ,1523 475 435 1155 940 u2TO! , nps MTS16 SP4 b©UPI R RUIT, im7 DF�s CN MTS16 0 . STU mp FaR SIDE TIps HD2A CSO P ER NUT SIMP tlN I S a ' - S P 4 t$l UP WASHER' ,y L I y r mSON LSTA21 SIMPSON - NTp TSF TAKE-UP WASHER L ^ 1 Strong-Tie n LSTA21 HU 210-2 y FI a � -1.h .`. s • I w 4�xe FIA • '. E* ad �" ANCHOR '6©LT$ 9B9 DETAIL "All la -, S 6M SH Th-LILA , srW °•w- FP� YS4 X7 EIGHT ad STUB " SI•,pson SLr°nO-Tie 'STT N7 DETAIL "D" DETAIL "G" DETAIL "'J" P. z LFTA LFTA Simpson Strong-Tie i LFTA DP ROD SYSTEM ; SHEATHING NOTES: NO SUBSTITUTIONS ALL ;SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION ' ' '� ' (AF I& PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, E A - unless otherwise Indicated, Is Simpson Strong-Tle. 1 (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM LTP4 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to the other components of the structure, any framing (4) SHEATHING TO BE NAILED TO TOP PLATE hardware substitutions wilt render these plans LTP4 NOTE: null and void, and will result In the Installer/contractor rj ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE assuming responsibility for the design and ' glRlq(46p',Y LTP4 REQUIRED AMOUNT CALCULATED FOR EACH CASE. performance of the entire system. I ILP DETAIL VICI1 NOTE: DETAIL "L" fA�L i �bE1Af PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK ` Simpson Strong-Tie AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO T� 9 „ g FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ' I:^D '4 f1 A Floor-to-Floor Connections NOTE: © COPYRIGHT 2003 EAST END DR'A'FTING & DESIGN" EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. UNDER FEDERAL COPYRIGHT-LAW. PLANS MAY NOT BE REPRODUCED' WITHOUT 1l ,1 WRITTEN AUTHORIZATION. h u :' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY,;QFx+t, EAST END DRAFTING & DESIGN. ya# LTP4, DETAIL "B" THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE LTP4 II PLANS IS LICENSED, EX'C'LUSIVELY TOS BUYER ` Simpi5bn Strong TitAw4pummofthwe dMWinpdo Mtev$gri ti*t1d1OQuiwwlomatbe iWAM RWPWo i 604ErW XU k it s Tnyy " �y F riy � �i Floor= c�^Flogr Connections 9oRolk Clwoty Dept oflfaltll Sl TaWP BuIW69Dd"9wft0*,DSC,[RNMi.Pm. mquire+i"wllh mlingmeiell Prior tawmae e°n.- r.•-,-rte � , r.-�. -<..-..., ,. ., m .....„ . .. . , - _ - ,. . .. - -. - - . _ _ _ .. „ . . - - _ _ _ .,_.-. „ .. - .. . -_ -, - <, . , ...., . _„_ ,-. .,, a '"";)!^^^' rmr^^ t^m y 44 •iAM1�'' ' ,�h'nq 4aa ar$!c'i I i ,r a .N c x yil TOM 30" odouis" ��+{ ' :mmol o o ' Attaohmad s for Wind loads - Tablet A!A iMo► 4aIW0 maR�W N to h1n ti r Cxposuro m ugwyrpw (PnIwTiMlveAttemat s3s) ----- " - - Trow = � , - ' :5 - - .__ ._ -___ ..- 6�.. 1 ma46wa maw.ror Procc�(ptlueAkamativeto'Tatib32} �r� °J i ( §' a'IS - fW PRgfl6t tyw OoY UWLMi YaI: Mr G (MAI ^+ sl sv +1 r roti x ; ' i kr'7 - Win Sa6p,d pl 15 W too 1111 1211 110 110 150 - Fx ��r� �y y��yy 13 ., 1'10 Im l!0 Win 9ped(mpq) _ _ F�y,. ,,,,�'�' OIIt WlOd.OWaft � 5 , , !10 1Gp -' -I l .I71111111J w 1 , P ✓'fie yew sai (werlM-sed U�.•N.J.dA), Pw�l.l Ya9flifi 1.Ur,f/ `Tilt .•.,rye•g" FNpFdiamor to - „ NrplperuPN CA•ao14WYa IOIIWa WWMMs►�def 1.1/N'IqF117-P 8 F $ ! B P E F E F E F E F Nnmhar,4feaNb had hiNinewa8 I+tl-1_ +'' �! (A,1=3,M) GMTMbk35A) ,. aabhlap 9henhmµonlw,' Rwrrt�sw:rw s U" h. � - Lill , 12 1 I T 3 1 3 3 4 g d ( MhnN T4eM 3AA,r (uata,la3,9A) aaahlq (k,cheh o.el Ma>,mum N9i19ppbg for tld Cammo Nuhwla Dae Nml4lmc6p.o< 1' 1 •,%9 (4ML1dIta 3,M) (awTaW 3.6A) pwW 16 1 Z x 1 1 4 4 ! 16 Z 2 2 2 3 3 .I 4 3•� '2`� owhat 20 2 2 2 3 4 4 3 6 1: 0 13 6 1: 6 I1 6 L 6 13 6 a 6 l2 6 12 2D 2 2 2 3 3 4 4 it 31 40ah laid 3:12 24 2 2 3 3 4 3 6 7 InunarZ 16 6 I1 6 I] b I1 6 13 6 13 6 13 fi 13 6 C 24 2 2 3 $ 4 4 11 2 1 3 4 S 6 7 e 192 6 11 6 i3 6 12 6 12 6 i3 6 12 6 12 6 12° 21 2 3 3 4 4 3 AI " • 31 2 ] 3 4 3 7 1 4 1 e 11 e @ 4 12 6 l 4 6 IS 6 11' 6 IE+ 1 32 3 3 3 4 5 S 4 7 �_ ' , i -411111 _ 3'S6d' JeN4a-,d�`tllM 36 2 3 4 5 6 7. 9 - 12 6 13 6 13 6 12 6 iS 6 13 fi IP 6 6 6 6 �Y 36 4 3 4 4 S +' Y1id '344 11a C0. 17 I I I 1 2 1 3 7 Parimarer Fdle tow 16 6 12 6 12 6 ly ' 6 12' 6 6 6 6 61 61 6' 6' 3 1 d S 6 7+ 16d 1611 !6'o.a Almode" 19.2 6 12' 6 12' a IS' 6 6 6 6 6' 6' fi 6' 4 i so 4 4 5 6 7 Y ' 9 16 1 1 3 3 Z 3 3 4 ( ' u 10 1 2 2 1 3 4 4 5 14 6 13` 6 131 n 6 6' 61 b' 61 6' 6' 4' 4' 4' 4' 60 1 3 6 7 1 70 Il, 13 y,,�.,,y... <labie Fwiwall Rine or Rd,Trow ail Loo6am BIacM 6 6 6 6 n 6 6 fi 4 4 4 d 70 3 6 7 d 9 it 13' 1;4P M, !(IhMM11M31aM11.`"'^"*r (rf7MNd$,6A) lW'hhb 3.SA) Pw� W 6 ,6 7 Y II I + r 4:12 24 1 1 1 7 J 4 3 6 - - sh It �...Ly,�..' [bbie Essi ll Roo m Rake Trw w{o Rake OvarM 6 6 6 6 6 6 6 6 6 6 6' 6' 6' 6' 6' 61 eaOIMFMeM9Ndr Sr-aa,�6BdI�dIe3F 2.1011u 2•I6d'n iw feel L 2 2 3 3 4 5 6 7 f? E�] 20 3 3 3 4' it �� 12 1 2 3 4 4 ! 6 7 60dRD lFIfu4771Di0 24 3 3 4 5 5 6 T' 0 . ,I 211 3 4 b ' 3 6 T , 3 9 'q "+ + 36 3 2 3 4 3 6 7 e 56eam,M 9,xa Ramr?nuS W4 MkkWm Numbrof tld Commm NAh 32 4 4 3 6 7 ! 9 4eM Oi 1T 1 I 1 1 Z 3 Z 3 paenea,a c.) 2+19 2-fid Mab4W 16 I 1 1 1 3 ] 3 3 25Mriea 36 4 S 6 7 A 9 10 (2`:, 1p1 2-,d 2.116 Mabel 20 1 1 2 I 2 i 3 / 40 s S 6 7 9 10 a t3 Ali ' Ia6m lee shenmutl 12.19.2 2 1 ] 3 3 1 3 2 a II m '}11MF 3.41111 '4.1611 rri6bek 161oplaryer YlwaWka Ix-Iv 3 5 1 3 7 3 3 3 50 6 6 8 $ ll 11 ° 14 16 I 13.144 J� 3a7 14 1 2 2 3 3 ] 4 5 3-Id aldd miom 2s 1 2 2 3 3 4 ! 5 F Nail, 70 d 6 10 12 l3 r7. lb sa F - Notl�mra ivmedi�imim1 8U 9 0 li 1 L7 9 _ 1 ur1 11 + 2' 3iew , 3.1611 dt6d larlaiw 32 3 I T 3 1 , 3 6 Pug ppomwmepmela W/ml "? Sl! 12 1 1 1 1 3 1 2 3 Fm raaf4bamiop wim,nafw of du penmvbr wi/eo/ted roof,bawdlr,g4 fail uo ne6 swedds mofpwl5 Wr4foW pnuaur ulae mne amehmrnr«9u,mrmms 32 5 S 7 4 9 'lO 13 14,' ' 911' ilk (�NTa18a3. O)) I6 1 1 I x x 1 3 3 .1+41 be upd 36 3 6 7 9 � JO IT. U 16 20 1 1 x 3 3 3 3 4 T4bulawd l2,orA ac wi4ppnrg anima ahothing awmWwraOaNmw 6uni9p mamben w,mU>n.49. Pw aauf4m4mbm4 burn 0,42 11, 40 d - 7 8 10 IS 431{ .t8 1.444^ 4jz 3 Rlmin n J ai J c apuo6,aa mall k nducld m 61eAva aa. 10 12 tA' 17 19' 2.611 2404 ON It 6:12 24 1 1 2 1 1 3 4 4 + Tabulrrm 6 mch o a nul'W'M num'a6whintlanplwd mnRpnrup frsio ng mun6en WI>0,491 Fa Dania member wed 042 a ti<UA9,Ur 11 by 9 k 12 14 17 le ' �,j "]6 3"3 le 1 2 a x 3 4 4 3 aacmlP IWI b oudured w 4 Incur,ac 70 9 tl 12 17. 10 20 irF ti' FI} i 32 1 2 2 3 3 4 3 3 Tabviatd 41 ne naloni trauma,about 4tlwhd w mrsei training mems wim G>0,49 Fm eun,nk m<mbn still,042<G<049,6¢nu,I 7s -J J6 2 7 x 1 4 4 ! L rpemm albil M rvdoed m Lnchn a e 1 1 d I - >•y,.4 6„ 1 ,1�r 4fill. magenta, atimmim 1 ;i - 12 1 1 1 1 1 1 2 3 febW.bd ad c waame a bl, boom io B. " Ahrhospa a1T6taa M AIa1 tatad Ioa1a tlalela0lad 1(le/41Mdtldoa 411ppar dgNlanf r y�M h 1 f (aeaTl6fa$.u) 16 1 1 1 2 x x z s Tabl; 8.11 Well ihMthh4A +lad Claddhllt Attaohmont R;q,dlr;m;nts for Wind Plaamiptlw lhdW MwlMWdaaMMaptlgmb TabN32. >_, �} 111111 104 AerlorlWWaNgbeWNmly dllu@616ddlop/0lalmp►df11w1hera'1111 l4M.ud4anaaMF r111tdklailbbM! _ '•F a e S -$'NaO�!(IOFad�a 20 1 1 2 2 2 7 3 3 Load; - gmeaagNe m epapMg 4aod 6 fetor adW. FardAw aMlWl'bol1lidWalW M6M6on311.7, p•.+r.1 1 _ 7:11.1212 24 1 1 2 3 2 3 3 ♦ Sllly�,,,,.w9 aMarn�oMdto yb 3^4 PiP�W ze ' 1 x 2 1 3 3 4 4 - �saYMe F'9a1ta '16« o11�n QfpL' ale 36 2 3 2 3 3 4 s 6 es 90 IM Ila 110 130 140 im ISO Lat;ral r 511 000kn SA aaobNa T r10"de14 Tmb 3o6m gun uEa . an f1 b€ ey and ihNr Loads Nom Wlhd R31o;an y H ea sa (4MT4bk3.1t) 1 wmdMrdgahuwa.0 a6sDbprmWWbbmdtlplWbyD. imgrAyaWlaaasd Ihwolbandiq m e6 («�e.oufMmeayman o Prescriptive Alternative to Table 32) 1346ddlll�alld^w,ar+,q. ' 7'abulttrd rldp ooeoaetlaaktlawm..Y1dMY61eubdlei3gPosuY. ('419'4A"1'ha" 2,W 2.106 IaR Mppn ' TabW"CMNWM lOpAlaWaata m bw4go Mbi*AWMW06 ddW lad' 0 F B ! E P E F E P E P E F E ! ss,ambly Asad lad(O.ba lopaf3 tilt . ted. 3•tod 7'WAgdaMMWM mgaWWM M bgM Mal l2 lMhddgs Mq gaiaF for 4UNng ridge Map spwing,md4ty the SW epmbit Throw SBPrd(t(MO) NS 90 00 110 20 30 140 ' WbW"n*m,by We 113raP11M4 woMOWhalWw: Shumin6 Le ' Ramco,of Ma =NAI Spming for ad Commm Nall,or lad Bea all Roc6w,oa.)' 4 f:9 anemplater, w bun DD 1 � v i 1 Y I FMMWMSWponlag l,Mumlan Aaehae BoltO 4''4 ? (W.) 121 Id 192 1{ N 73 L'awla:tran PwN{4inJ I 9 i " E o- 1.33 �i 3A1' 400 600 1 a. + l9d 6'tlp f IT aAd , I2 T611'2 6 12 6 I2 6 13 6 Il 6 11 6 Il 6 li I'I� 6`gepld'7WM ' 993M o�itlls YWnm ISaahgiagWblalra11Wt1aa118s01r '$MWWaeay011 lvEnim Zane 16 6 12 6 12 6 12 6 13 6 11 6 Il 6 12 d ` Ip4e(M1+1fYM TA 4 1 b 1 6 [1 4 11 6 Il' g 1] 6 12' lwtenl end Sbar Logs OWgWwlelydbOMllesr 'hW21,A4A6p nrapdaddWMWnudBq luaMrapYlwi son 2.19 2.4011 PW Fupptl ' N'YM.°WIW IYYuatl to NMaf. l2 6 12 6 12 6 11 6 12 6 12 6 ll ' 6 11 $F 7i 1"'tr'I; "„ ItRnMbb=40oftodamlM WW mp,Ml in oHtreallw Wmdm 1 r til: V4 �F f, 34M 3-1011 naWfttMuiWd�MW Ca q"lin*A ldM w the WAMb *f l2dba MW W Gob dof*A aolhe Wald Pm z. 16 6 12 6 12 6 12 6 it 6 ❑ 6 1] 6 11Pmgipdmfl i mbudu6nmmptl WTd43,2,AMUN /maOb W Mn4r d 1011 bait a&lb k 4A MF 24 6 11 6 12 6 Il 6 12 6 13 6 12, 6 13' ' When.Wwr bold u4 used w mill uPIRL to W,Wit=lod$,do mom=ukh6r bust Wjgg dr0 nor egged mel fink 1!I M) Warn Mt6a u9wldd 4br ahIWAMIiIIM,blmmd M6WmBd.mahWMteMeMWaa,aMbu door valuer fmvpliA kada(Tabk 7.iC)mlwmdd Awa bsB(TWN3.2e). Finatbr M06DFbW11pd1dlaM Ya Slab,6113:3.17d32:19„ s - ,k� l BOMD TNINO W W Bmoo + I nm t o uolawd . „ Nidi4pYWNM66nIaprMwdMllhatdntlW9hWWpepedMdmhr fdMsdM1,146 nail pw(trot. lbabie8 sire ibnwn3ur spacing fmlWWldrhear lade reumn walk weebW6adW wim SaMW 34A.2. 9ar9mm ggllmddbg f r t fi tipaemg MldmWo NWn6eraYM Covunon Namm106 Boas N.G. type me WbuWfedaminr bb gacWp 4Wltl be divided h7 dueapplaP44rWsbb111ngtyp al�uWowml WmmmTINd3.17D't Ma TepoW4redl atrA'16 w 400mC' ANERNd ANWOMCDACL feNba as.l Pw Support anchor boll quicinp eecad 6 fid a cwnm. '�l } 6n Int r - For tbrac amend nam flan 110 alma Wbldaiad Wr gmW mo 2IGI wow epnwonals•wt Tabl; 84fA Raptor/CMHiy� loll! Nstsl Jsh3t �a;1ln;otioss R�a,W��m�oa�tits e6wln87hmM10t 3-24 1 2 Z 2 2 z 3 : N W eTatw m9h dTaa»6amTahW3.5 i o9gauaa�aaa� lalam 12.24 3 3 3 3 l 3 3 3 bdemMlW wlW ted laatb(rani table 3.3, o. - (Proscriptive Alternative to Table 3..8) _ EDWAN.a mW q W 4WA stow(a) ,.I 4 notation dy t Ila W f.0adROot Allam DLaJO ___..._ _._____ F NW rpaAMVmbtmsmm allParb Wub ped WW(W.) I *S r: -, r� ' , "k- y } n4 . vd0a 4 bnaftbo tb4fM aaas mob Avll bud. b �r u .� rpwhmaa For "dl ahpMnl aomw, MF raryiw 1'J mpY f Aoo Lipo toad OmudSMwLoad + Tabu As Wood dbe6l soapaek9aaa,omabathielrmdladbaWfiwdMnbwhnawRhG20.,9. Fwad6/WMIbNNm0A150<019,ma�ilrpac6lp Tibio 8.4C fill or Malt" plot; t�, ;oid�atloAs ' ., 10 paf 30 f .50 70 paf ahsBbmdamdb6inahw as Uy It`µ aA Irj° '1)i4MeMaA �ifM' 1111Y1 eS -!0' �Id6 ;Il0 - 12p U6 lso Iso r "'P y,' d ��� •� Resisting Illi�loiMs from WN�d'- /7gN►oYEo Roots (ti) Pm��wpwAawsagWwae�mrembn�adbbWwumud�c.�mo.W. Proscri tiveAKerrativetoTable12 12 2A 36 12 24 M 12 24 36 12 24 36 1 B. ( P '!, ,' "NaU NbMertiAgd(bnaoOTWaar lgteaa,hLW(IbaMRd) _ __. _...__ ._. ' ?lYrriwotw) ' +�aerw swirw�ia�c rr e.wrm>nr►ewcamd"sA • ,,,,01$ Mmrs3�ms „�.,, iaMl; &M 1/2" Aedwe molts - fIN Ph" to Re�Mon Connoettons Rosistin - „ ;+ k * Required Numbm of 16d Cm or 40t Box NIN4 Had JoicoCorrection ��`� S T ! le.) Mr ; from Wind - .u.perWr; m T8tM S9cod(1uµWM6 i! 90 too IIO �- 1M 150, I4b 'ISO ' til htl ,6 )` r ( 12. 3 3, 1 2 3 3 3 .3 Bator 12 4 7 10 4 a 12 6 I I 17 8 1 s 22 id s 9 u s 10 Is g Is zz to Io 29 _,. __ (PrescriptiveAltenwtivetoTable32) Fe ,Ix ' + r 4 r ,� I 7:12 __._ __ m P6o to Powdstroo Anchor Baa !. , ea 9 10 Y9.2 6 If 16 6 12 IB 9 IS 27 12 2A 35 WWwfon SWMNdn{ Y+01%imwnAMhm:eab Sped C3q.), , r, Y j 1't*+ + 2 3 3 4 4 4 _ ,,•, n r , "' 1 + '�' , t Ito '�.l u 7 IJ 19 g IS 23 11 22 33 IS 29 M an Is !0 100 110 130 140 150 1, I r S y4tl 8�'� ! 3 F 4 3 3 5 5 oumdWlao IIWIAog I)Imaeabg 1f3•Anchor UPRA Loads �( l2 J S 6 3 6 9 S 9 13 6 n 17 uppwtiog Papenowla0 # '3. 4 4 3 5 6 N Ix, Y, 318,' a 4;1Z 16 4 7 10 4 8 12 6 11 17 8 15 22 Sbarfou LlM NlmlWr ofBoiW Bequued NShutwap fill Preaeri mlimib era hllsedanu 1.34 .115 "3 i -' y I I ro I" rylr 11 Rt, ?' dl(11RMNAOIr,NplleyWNM} R1dp1YY{;i0y1dA6Mk'@YIaFaM'B, Whom anchor Mim an cud m mid WBA,IWrd,odlbem loM4 menWxmWMMa49rbo1l 19.2 4 9 12 5 9 14 7 14 20 9 11 27 2 2 3 3 d W atmpl/ou at, le J1 +. 16 2 2 3 3 3 4 4 5 gMia9sba"apiacd' elplerN'Mle)14u�w1 , i+ s ,d i 24 S Ib l3 6 12 I7 9 17 - 23 it 21 33 w + r x - 61S9NWd:M310atIiF6Ma0MW16ietrawdgrn6 MiDadJaMa061i Wp10ornIpM1W 20 2 3 3 4 4 5 5 6 vdur/aruphM1 lo4dr(TgbN 3.3C)ph1en16drhwu lads CTWk3.x$A lorolb papas pW114AiWquMyM ' 3. 17 12 3 4 6 3 S 7 4 7 10 5 9 14 T + ''311196(11 lagY1110011Wo1'16M,�M1W(6,RMRpti11L2W6Qad'3a smsel Ida N(Yr'MMWIIOj"who%WOW m a 2M MR pk* 16 3 6 8 3 6 9 5 9 14 6 12 IS 24 3 3 4 4 S 6 6 7 .i J^- + e 5:12 1912 4 7 10 I N 11 b 11 Ifi 7 14 21 21 7 3 / S 6 6 7 e ' ' r+e .{ 11'a „"' t IY ' 'r 24 4 N 12 S 9 14 7 U 20 9 I N 27 I � 36 4 4 5 6 7 1 9 110 12 3 7 5 3 4 3 3 3 g ! 7 10 I svrrJ 40 4 5 6 7 9 9 10 12 S0 S 6 7 6 10 14 I7 l5 PALT NNL�i1U>yINO' 4 IW IF A y 1N ACesgRDAN E WITH THE 7:71 192 3 S T 3 6 N 4 1 12 3 10 1s 60 6 7 8 10 11 13 Is 17 UNDER RIDGE - 16' m. uxgER r:76 aq Ny 3 j 16 3 I 6 3 S 7 , 7 10 ! 9 13 PROp1DE 2a6 COSIAR RE TQ EA01t p SIF, ilE ' taw y 70 7 8 9 11 13 IS Itl 20 I(// ^ y h' 4AU 0 S N DUES OF Tt�E AilEk1Y M1 FOREST do WAPER ASSOOIATION(AF tR PA) WOpDFRAM£ CONSTRUCTION MANUAL - u 3 a 9 4 7 to S to is 7 13 19 e 9 11 n u u la 23 ''t` "„ (WEOM) FGR ONE AND TWO FAMILY DWELLINGS, 2001 SBC T I i 4,1 4 I Y - o M1 yr A If 12 3 J 4 3 3 4 I 4 6 7 5 S 20 3 4 4 s 6 7 d 9 16 3 7 5 3 4 5 3 5 R 4 7 10 24 4 1 3 6 7 9 10 11 i e' II; 4 '' -'56� p .,,,i+ll H1GH "WIND EDITION. 9172 ze s 5 6 7 1 to u u .°: ' 3i' ;'.t 19.2 3 4 6 3 4 6 3 d 9 4 8 12 32 5 6 7 a 10 it 13 IS 3 SHEATHING TO BE NAILED TO CCA SILL 24 3 s 7 3 3 1 4 6 11 s 10 Is 36 6 6 1 9 11 u ♦ n M ( z 9mm 0 Is. +' (2)`.SHEATHING 7D EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM Iz 3 3 3 3 7 7 3 3 s 7 4 6 40 6 7 8 10 12 a 16 le ° ' y., 3) 9l1EATHING'T,4Y EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES t6 3 7 4 J 3 4 3 4 6 J 5 8 50 B 9 10 12 1! 17 20 23 . I( )"SHEATHING TO BE NAILED TO TOP PLATE 12`12 in tae 3 3 4 3 l s 3 S 7 J 6 9 60 9 f0 12 15 Is 21 24 27 24 3 4 3 4 6 3 6 9 4 N I1so 70 11 12 14 17 20 24 28 32 " , °j y,` µtrt�t Nail6,g regmmmeWWshdlMgtllmiO4d to br4duad 23K itfMAs ua elimhed 1 13 36 20 23 27 32 36 ' NML t1Yh7 a0nnCllosam Dol 28 6 7 8 10 11 IS ]$ 18 ( rte` J required when me ddp is algpporld by RladbMAng waB,hMdwmtidpheam deaigoedMmktme Applied 72 1 7 9 It 13 is 17 20 pp-,a 'r!1"�t++, Ir N. -wYa4 8M �' I � bda 36 1 8 10 12 14 17 20 Z2ell rypTET WbM MWMndbM topped of the rider is provided by We tiaml strum m Paling b a lodbusing WAN,0y obtained hal Joial ca tion 3 SMdW 40 8 9 11 14 16 19 22 25 A�L SIMPSGN ,HANGER$ HAVE, BEEN CERTIFIED BY AN ENGINEER TO equlrammW WWI he pe m tMd m he induced p opo t ao41 q W me reductions m span, s0 0 11 11 7 30 23 27 71 HAV! A CAPACITY EQUAL, TO OR, GREATER THAN THE REQUIRED EgdvdM a mmliomgmmquieedrmealliogjoirtmi0W8Joistlip splim, 60 12 14 11 20 24 29 32 37 AMOWNT 42Al`041L'JCTED'`FOR .EA[Ni CASE. TWwaldhMl I joW mmocNea MrAiW nW do not inselodn due additional Wd2ht of"edliag assembly. 70 li 16 19 23 ]e 32 48 47 Tabulpd bWJoWc000Mtlo r4g11hmMW borne ailiaOJouum1a11M Eiaa wlaceWdnthF bumom afgM retiaspan: Whenmiling 1 it 22 27 32 37 49 rdl�kssit JMmamllerdaaa MaWd higbar m the allio gage,ooaWk pomp u aMlMWd.MI labulod hell.ioitdponnmtim rapmamem s6dl I A,whwye requiWd Mredw WWtJ baW shd be A[4wue4W MOr folMdatirw dealp pm 134Wm 1.1 A. DETAIL iTd'„ t`.w ' ,y16,}y,lyie W Pemdpdva 1®ir n lased M aMamPtioM m TWk 7161t(�4 r8 PROl(I�IE SOLID IgLOCKNJOiN- ALL F1,170RBUILDING CODE OF _ JOISTS AND RAFTERS A5 heirclaad IMtplMwl talon: r '. � AI,¢hnr hoed shW buaiANmly tram-h11W Yaoetb iMgm oftho Awuwal0na.m Wmrm>Ldl mr aochar bol k - + '+' �A E STATE OF NEW oint R � FRAA��(M;ODMSTRIPCFION M'ANU,tAL ((AWFCM))AOON (A AND�TW'0 - - -- „ •.`- Hatlhi(Hd34s) AN3ummew Famn smpwm Taa1118 rxmd oowobe UWUW MMr. FmS mm�hmbW limiWtiaokrM Sada 3.2.L7. ."r '1 +i rr ly'at? ACxi `1 . lit 2 FAYi O,f�l.{JNGS, 2001 SBC' HIGH Wlf)D 'EDITION. /� \� "� ;T T� -��a, IA 1s ALL ROOF SHEATHING IS TO BE FASTENED AND NSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF O COPYRIGHT 2003 EAST' END DRAFTING & DESIGN r cud 133 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED N I V1 I s 1 zs THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATIONC(AF HIGH PA) UNDER FEDERAL COPYRIGHT LAW, (` I II l "`' b4N�[ „ ' FAST 'END pRAFTING ,Af MIGN ANID'ITS.ASSCCIATED ENGINEER HAVE N6 12 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB PLANS MAY 'NOT' BE REPRODUC�ED 'WITHOUT T NST; :WN RETAINED TQ INSURE PROPER INSTALLATION OF ANY Ino Ll] WIND EDITION. WRITTEN AUTHORIZATION.,' nyr FhpJ.9 r+a 4 .1 MATERIAL !' WORKMANSHIP PRO DED TO THIS JOB SITE. NSW:IF1MaldepewoourrharallawawhaWaMuM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF F !tJ mry atoatl SW ufAtQ MAm tkA We locetd above oto-third ' + of dam, b or 4 ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). EAST END DRAFTING $ OESI'GN., r +� ' 4 *' : 3'4 " md�I Fil, )(, gmtm,than 2 eel mdl Tay'mom dddi(io Wi c idweEiM, •-, THE RIGHT TO BUILD ONLY 'ONE B714UCT(1RE FROM 1141l . ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. PLANS IS LICENSED EXCLUSIVELY TQ"'THE BUYER: -, `.� " ,✓k r '- r } r r �I * 154x'1"14 ofthm Nawtop;it=mod aRmad*tho ftlutto binedw{ lea(' S�olk Cbhrty Unins,.ofl♦Com 'q S"M.Ta¢ �WWM8 DSP 4117 �ed'Vf G , I : - I 3yt 1 h ., tl4 ad Ins r[gWloke4 wim bob yemla PAPr lc O M641GWe. ,a1 Y 1 , j9 it, � f "rr. rc-�•--r ,- Y. r. ___, .,,,, . ..-- ., _ - , -. - . .- - . _ - - - - _. _ - - . _ - .. _ _ _ _ - - _ _ _ - -. . .. . _ . __ m . .� - f�• '+"N",I, 7"I r3 ` " S',A, b"�ir'^eh�`}"b,' Ty 11 y7 , 111 T ,I r x,# 1 ' r. ; I 4il" '.i i`.'. t x r I" rs "v'. ' [ ti ,.� r P,eEr lv ' abf4' ' I'll ? 'y,� n r "'y5X J YW x ,,{� FRONT ELEVATION I y " ,�� IM`* "" I14i'ly, ! HEIGHT FROM FINISHED FLOOR TO AVERAGE GRADE 2'-O' ii I_ENG1N OF FRONT OF BUILDING '70'-11" • ,� t o-y1 , +� , -TOTAL SO/FT OF EXPOSED FOUND.A'TION 177.29 SQ/rT ", +` e �' '. r a' "� +,, - . + , Vu k Y 4 s<L REAR ELEVATION . I I ,i¢ w `r 'i:, HEIGHT FROM FINISHED FLOOR TO AVERAGE GRADE 8'-11" _ , ,� LENGTH OF REAR OF BUILDING 91'--4e ",d + ry a yy,5_;,• y s I+• TOTAL SQ/FT OF EXPOSED FOUNDATION 814.39 SQ/FT ' ' i4 „ y ° n k ,',, 7 ,' + '..> , ^ ' j� f r r n : "r I? 11 RIGHT ELEVATION + "` i t'' HEIGHT FROMFINISHED FLOOR TO AVERAGE GRADE 4'-10" �I ^ � 'I ^ J ''� If, u --_......sti...s a.. -�..e.,.,..,.. -_ R - _ -------,-_--.,_— A ., ,- ,. _ _.,..�, �W .--- - ,, T - -- ., _ TOTAL 5 / 1 OF EXPOSED FOUNDATION 253.75 / T r „ 4Y�LL _ - -. - ITE NGTH QFF'"RONT OF BUILDING 52' 6" SQ f ..._�'�.`�.,�'"'.�- s� ...'�.. "=,�'_- ��� �= _ - __ _ - - - - _=x`'_'_ __ _ _ ____ - ' .r...:' i' { r t xE .,_oi,1 §I F 15 11 _ `�T - - - I ` - _ _ - - -= - _ -_ - __. �__ \ - _ _ - _ - — _= AVERAGE GRADE 2 - 1 IIjl� ; r ' --=c—_= -a.=�.. _ -_ - - ---------- --.------ .-- _ _ - - - i_ _ _- - -- = -- - �- - - - -- EXPOSED FOUNDATION 10,.21 / T } r zwww� - _ - __ � � ., Fz. TOTAL S T 0 _ HEIGHT FROM FINISHED FLOOR TO '11 _ ---- --- _ - z--.n-��_ _ _._- _ _ - Y F -x•-_ _ __ _ _ _ - _ __ _ _ / - y� f __ __ _ _ ___. _.. _. .--a - s�-- _- _ _ _ LENGTH OF FRONT OF BUILDING 50 -6 --- - - _ _ __ y- --- -- _ -_ - '-- --- ---- --. _- -- --- - -- - -- ---_.. __ ._ -- - - / -- - - - __ _ . . �>ti .' _ ate-_ -_- - _ _ __ --r_ _ _- _ _- __ .__ . ._-_� _ - _ - _ _ _ i• i --- -_ - - --- - -_- _ - ._.—.._ -� -- - - _ -11 : -- _- - _,._. __ .-- = R 0 AVERAGE GRADE 5 - � ;,,1 i _ . . ,._ . . - ,_ -- - ---'- - .-..__� .----- -3�.�_ a_ /P-I�; „Lf _ -„ ' ,,, , � - _ - GIS' 6D F3L00 b, <^�'^r } ;” b;',:, - - - -- I /ER -- - -_ - . ._ . . _ - - -- ,. ,I - - I Knrl�t�'JJLDING ,TA ..- _-� n I:. i' I . __ � _ IACLFNGTGHO f 8 ILDIN T ",'�'� , ,.� .--__ -- TAL FT ATION " II � .I i'� L_L_�J I L�-)-.� �L-L1J J ' '� :.. 1� ', r \ - _ -- OCOMP IESXWIOTHERESIDENDTIAL. CODE OFaNEWf YORK STA'{'E '(R20 ') ,< w c,• , - -- - - `-- - - - -' - _ _ _ --- - - -- - ___ __ - ,fl ''��. - __ - - I I ' , 9 E ___ ._ . ', 1 _. „' - r',,,', 1. 1 .11 : - f— rte— '' '� II ' — _ _ - t, 1 _; -__ _ .. _ _ \ �� —11 ' L I 1 _ - __ _ I` T l! i 1, 11 1i j �J �1I u —_. _ __ —_ __ - —. _. _ . ._ ._ ..._ _—_ I 'l — __.' _ . . i' �1 i, iI _ __ .; r , ,��; — — 1 _ _ - — 1 ..I _ ��_ � L , . —_ - --rr ___ _ — __ _—_ - _ _ __ If, r f r _�__,,..�.._� I 11 ,�' -- --_ _ ; �� - _ , _ - --- �� r,i - - -_.-t _ 1 _I 'I I ' I,, n' _ , -- Imo__, _ _ - - _ i ; - Y - I :.i 1. : II - - , � ' 1. : 1 I , II II I , r.l , '' I� -{ �I ��i r ; �� li I ,' 1, 11 T! ,� 1 II' _ _ 11 - 'ii'- u ', I 1 F'" I ' 1.' 'I' ' �.___,�.__ r� J 1 1 FRONT ELEVATION , x I, ..al 'J I '_: ,r!-f; l�%1- -- — =� .I,i II I ,' 11!'i� ' _ i' '1J �;II I1 1 _ '' ' 1 = HEGhIT FROM FINISHCD FLOOR TO AVERAGE GRADE 2'-6" t x "' II 1 I''L I L ' !I ',: I :_li _ -_ _ : _ _ L . - - _. '` LENGTH OF FRONT OF BUILDING 70'_11'^ : : s. �I•, .11 I! 1 1 1--� 'I 1 r ..1 �I I 1. :,I - — - '— T -----,--------- - I, - , I, II ° I' ; ., I';r 1,-' _ "f ', . I I'' �'_.: ' -- 1�1— TOTAL SQ/FT OF EXPOSED FOUNDATION 177.29 SQ/FT r 1:!fi � I, - ---- ° � -1HF J i��f�_��i�E __ I , • 1^ t, I Iry I', : ,I �II �i Ii .1 I, 1 I' _ 11 i 1 d =�, . II I �: II 1 r II II [ -pr . _ _ __ s d J 1 I, r • Y 1 .�1 r t1 , bb 'F 11 , ' FRONT ELEVATION ", :,, q I, '�'y -I. ,n`'1 i ,' b}'I 9I.. /, 1 I f, 'Ifl c `' _ _ _ _ _ _T _ _ _ _ _ _ �- --6 _ r s'3bc - �c a� 'c�z v ��, - .�Y I ,A 4 s { _ _ __ -,� _ _ _ _ __ _ _ 1 " I -,- -�s - - _ _ - - __ _ u z __ - - -4----II-- _ _ _ �.. -_ -4 / _ _ _ _ b ,� Yp^1 -. �z 1� 11 -�_ - l 1 _ _ _ -_ - _- _- _ - _ . _ - __ 1/ _ ';mss :_ _x - .mss '---'= - : -- _ �- . 14 11 -_..._._ I' _ _ - _ _ - _ _ - - _ - , ,�.-- _ _ _ _ _ _ _ _ _ __ _ % r;+ ..�_. ti1 s,l.I I' :1 II ,,r . - _ - _ - - - - _.-- - it, ,I �,1„rY, I' I 1 t.l - - - _ - ` _- - -_ ,_ _. _ i 1 t I _ _ _ - J. v d j I ', - - _ - - -_ 1 .- -. _ - _ _ _ ' _r,, - -- - __ - _ _ _ - _ - _ II l� IiL 1 �--- _ __ _ _ -41; - _- _ _ _ _ _ ' 11 - - I y 1i : I I _- ..,_ - _ _.- ,._.� _ �.._..,,....._ - - - - - -� - 1 y' �' u11 j , , k 'r F `^}, .Irl i':�11 f,1 - - ; '' - - - - - - - - — - - - - _ I' - - - _ -_ _ -_ -- _ n .i - '- - ' T'- i 111 W '” = - - - -�_- .. -- - �.�.- - - ni 1 - - ___ ___. - -- - " u--a - _ _ _ __ _ I 11 �._ c y.1 - III�T}�L�- 1 I: 1 _ _ _ - _ - - f = _ , _ �tfy+:©IV'V �w�k El� 1i� I.l _ _ _ - _ __ - _ i 1 LL_ _ _.. -- _ _ _ r - - - - - - - - ':-p r. .-..-.- s - - y- _ _ 1 ,1 u/`� LI'!'L- 1,I it rl: i11 11' I ',I ,I I .' i,_.!.-1.; r � - ;' - — - _ _ _ _ _ - _ _ _ __ _ __ — . i!_, lu II_l li.'::. I 1111 +' !;�ri ` II, i1_'.i i :l I :I I :Uig �,�. --=-'_T.�= - _ v3s�.c -�. _ - __- - _- ,/ -.3` W^ -'�� sVI If'f�N�i lir l' iTil,'�y1r 1 } Ita i• I11111�' ILLtII'T lllr�!1 II 11y : 1 — .. � a c Ilrrll l l�'I,I , , !! 1 , G '� 1' hfit -Ljl :- 111.I :1. 1 . Q,II ___ ,l .. --_s--' -�- s....y=-- ,, „I ' I__.LL...,i:1�L'-,_,-L11�i. L1� I H�,lTli x '�i 1 __- -- ; 1 =1,_ r -= �I, f_�- _ r- r TSI IJ' PNNIN R/'Y �'� + Tar',�% : iii I- i T �- II _ III 1 - 1 .:;, ��_ � .1 �l �� I�� o� �� LL -1J 1H 1 J , 'i Ill -- 11 [� � � I� �1_1 �L._.I I — J _� I 1 1 1 -I; I •II REAR ELEVATION '' • J� �� -1� - - - - _ 11',-1' _ j ,— ._ l it rH f I -11 1 If l!. .' '. HEIGHT FROM FINISHED FLOOR TO AVERAGE GRADE 8'' 11" ` T i l, . .11IIr - �'. I � ' - I � " 1 - - - �1 --- --- -q 1I I I -i1, I .i :, I1 ��1 _ II" f-� LENGTH OF REAR OF BUILDING 91• 4" '-I" �, �� 2a �. , 1 `., /_ '= 1 ILS . � I ,I , I --•---:- .- , II 1.,:,,; - J 1`-� ° IIt -- - - ,I' �� -. � J-J I. i .1 . 1 :' ,i." 1',1-I' 1 . II _ 11 �. ,'I 1;,1 ,1 TOTAL SQ/FT OF EXPOSED FOUNDATION 61439 SQ/FT 4 �+ y ' +-t; ,r I' ,, TrL-CT - - -�-- I 1 '- ,i^ x jl .'(. 11 1 1 - r I, 'll : ,`L;.�n 1 l_.• I. _I,. l ! _ - 1 - - - - _ _..._ _ 111 1 I1 .-1', I t; j , I ' I I: "rI` I t II I� I ,I ,I X11 I' ' L, _L._ ! rT, , ,' . 1 IT'�"r-i II �, I _I, Y � 1 I' 11. II, "w , I + 'II t 1 Ii'.I 'I i . ii 1 - ,i II I '..0 'I 1 :1 ' +,,,. .1 L 1, .,, 1 .,I.r' r -4ri1 'I I . 1: �'Ij !: . 'I I 1 t _ ' I 1 . I'I � 1 11 f 'r5`. . I; i I (' �jl 1 . ' I I�1_i, Lt. I I If IIS Il I!j I' 1I I ' i 11 '', I , I .1 ' I : .I .iI ,L 11 1t - f V r ' " I1,;[ ii' I: J i '1 - i . 117�I1 1 I I}II - _l f ., SIL d - 1 I. f_ 1 -r. i ., r< II :�I t1 51 1�' I' u , u1: 1 1 ..I . - �i Td'�19� ' ! ' , ul �`w ff ,. _ _ -- --- J � - 1 i t '4 Z I� Ii I+FL 1 I C� :1 f - © COPYRIGHT 2003 EAST END DRAFTING do DESIGN 4 ` � / ,,f J = +-G ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED } b ' T15 I 1 ,rs�" Mab :,;' -- UNpER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT I' l� ,c # "i, H h-, -& 1 - WRITTEN AUTHOR17ATION. ' �� :` , - ,d `'1 d ` ''"! f " ALL PLANS AND DESIGNS A!@E- THE SOLE' 'RROPERTY Of , „ �s ub r11 , ' a o- 11'°1 ° 1� a �51u"»t;c EAST END DRAFTING do DESIGN pp I °' r I (i f „'y-1) i ,Qar4 ,l,, d k i,r I .�� I 11 11 I THE RIGHT TO BUILD ONLY ONS STT�I�CT�JRE •FROM THESE I 1 �_. IIx r r , PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. r � +} u A � ,Sb, � REAR ELEVATIONil ' �/ .� Suffolk County DepL ofHc4th Serviw,Ta OWidmg�bpoufi t,kMC:AEMA ok. v �I gpry� 1 y1 ' + o !u y� + �I - f 14fr�' Aec�bvaeoft6tlpe d[uwipgs does AM uuthodmtht n(AlSq EuiN wiyLputtlle 4NbetIY►H94W'>q I / '¢ r, a 4y i 9 c �lzl 'm Mui ° !d - "C j5" uhemrnm Wilts wotl Wmhl .1 _ a , "vd `iap,,, Ta °�„k . h. },� . yd'I tr;� - - bW 46eoefefPt4k `x 'k^M' 7 aI41Y /i x„"1 R C` t.B �V^'A'_�I _ 1 n . t'!. c _�.'„ r rt '. A .�.k' I ,!tn'rntw- "ta ,. G „ I' 1 f..l M -'"Yfi X11• ^'�fe +"'� �51 ������ �5�P��� i i _ 1 li �IY1L� N Y r m Y I,1 ILI 41, tN A it 1�Lit— _ 1INIIS _ — , . II - - - - — _ , L II iIiT 1 1, _ i` `1 ityy .li11111 11� l 1 ! II III 11 . 1 :,1 � �1 -Ill 1711 '�' � 11 : • ! JI 111 ' L' III Ill 111 l: } I 1' TI11 1 III .I 1 I ' 111 I1 . , II. II1 II VIII II �:1 II 1 ill _II ': 1 , LII II II ' I '. III . I 111 IIIt r " . . �� Ii.�411L II � il 111111 jl I , I:� I 1 .,II II . Ilf Ili. ' .i ✓ II 111111 I - I . i1 I:. � „ ��: � V � 1 �11,LE,11 11 •il I1,. I LII �III 1 I ' .': III I ' IL I, l II . .1 1 II I 1, II 1 1Tiu 1 y t ., ,'I •}I N,. -� '11�, `r ` f II 1.111, 'I .' I n`I � I , �>_ n. ( . Le III ' 1 , IIP 1 .:. II 1, ��I � I � �I I , .1 J.,1 I 1 1. i i � I I J 11; ,.p C l _ u '1 II , I li) I II '1111 — t .1 , 1 l�rl r'Ir, r 7 i S � ,j ,;�i 1 1. .I .i- 1 1 1 f' - � � I 1111 r111I u11 f '�11I� - 1 - I 1' _ LI1111 'L y Lr 1 1 rl .IL 11 LI II� 1 F • I I ll I dl I II � '' 1- 1,IL I __ �" I III I P I I 'L'YI' I � 11 I Illi � h 111 ,1111' II 11 1,I ,Ill 1 I. 1i .L,; ry 11. ' - I'I , ILl ii ll�'J j' i�11�1�i• I l l ' ;.Ll-Jf� l-' I�,�u'I::.I ; .�1-� _L �,, .� � 117 !iJ�, � I :J_ . a II , .:;C i - I .i I 'I ''� '1 1„�'�'li�� - __ _ — 4iGh1T ELEV,4 fOhV - #� I. l t_ I', I � HEIGHT FROM FINISHED 1LOCJR TO AVERAGE GP.ADE �F'-10” 11, III 11 R i.�11 I , � 1 (� ,Ile f � i , �I t. I I � .' 1 LENGTH OF FRONT OF BUILDING 52'- G" ',f;1_i, h• ' } 1 e,'!� '' II .I 111! 11': c JY ; ISI I, !I �.I �r. l ; I; II I ,_.v .Ill,y .' _ . .ITT j>-',�7 ; rl 1 i I, Tr „ .i ,1 TOTAL SQ/FT OF E'4POSED FOUNDATION .yl ij I I. ' �. �, II11jL1 Ill iI ,I I•,'.II 1 . '�'L . 11 '1 i_f1111 41 tLL 1, 'uiL 111 I', dill IL 1111 , / ON SO/FT ,I I I �'' Ij : .'i F-J� r 1_:.a I f� i , {1 II III 11 , 1 LI II II I, Ir 111 ', 1 111111 I�i I. 'J 11 '� Il 11 1. I i ” I I i_I I III ! I ' ; Ir. �,'•. L ( ,I 1I ' IL ' 111' L. t : Il 1. ' l. l ll ,I.. 11 ', I yll 11 I '1 i11} II ' r"I Lllj L ' � .La 11 1I rl•, 1 dl I I , I ID EJ ee � RIGHT ELEVATION tq 14-:'li 1 IlfS 11 I 1111 1 _I tT. J1 t II : ,, lI .: J,1 1 1 1 ! h _ ( II , II II IIi 111 ' lil i � . 1 I U ' � I — I I : � p 7 1 ',. li Ifil,( -,\1�\,'-I� a I� - - - V�V`IF�Y / Of EN i11�13 , 1111,1.: 1 11 11 I i11�� 1 1 1 1 �: r 1 1 l u I I I. 1 1 � 1. I:li _- I IIII -- _ '. [l 1 I d �/ I ,/� /� y > _ - fl lit' AlE n , 1� 1..� 1 L' I•t I It i Ll li a II I I,1 1 :•i 111 ' I L1 '_ u III �n,� _ 1 I1III I• Ii:. 'i 111 1 11'FI III I I ,L .' . II 1I � , .1,1111 I It I it It it 11 it (µ r ¢ r" I 1,11 i1 .1 1 ?1LJ L_L_I I 111 i1 . I,-1 1 'I L tlit, 1i III , ' ,'I 1 1 ' pAA - L.1i, I ,,_i11 4 , 1 11 11',, , 1 L 1�' 1..l ,lY_ �,114r 5� 1•,'111 ,, tl 1'7 4 x',11-�,' LEFT ELEVATION O4 +C'� ��, -' ;{ I Ilia I J I• � 1 J "J 1' '; 1 HEIGHT FROM FINISHED FLOOR TO AVERAGE GRADE -1'r 11 riL . Ii 1711111tai:LIJL,L,� ill' a Y� 111 Ill l' . , LENGTH li 1 1� 1 LL.. .IL.;I; I : ''. III ,,',,.I,tl I' ll ', I� ' 11 ' i1 OF FRONT OF BUILDING 50'-6" (111f,1. 1 1 _,,i L1'll r _; I; IIL .i IIII '• •L ' .I I1,�1;1 ;111111..1,,... I, 1 I, ,' 1 , II 1 1 , 1, 11 i1 � 111 1,1 , lh it TOTAL SQ,FT OF EXPOSED FOUNDATION 105.21 SO/FT � . ;91h``f�r '1•i ' "-"fi. 111 , ,y —.,-- r..r^-., I;' I. 1 ,, I,,, III L11 It IL 1 _' 1 .I 5111 1 1 1 11 1 11 I" 1.;111 1 1 11 ' 1 J1 �11 1 `I1�C'JI"r L, 'I I f i lI f u,i1 I 11,11 J (w Il�t - 11. _.ill 1 fl ',I '•u1 JI v' a 1 1 III 1 :1 ,II 1IG 'FI till 1t L 1 J. a .. 1„ ,J L .1 i I C COPYRIGHT 2003 EAST END DRAFTING DESIGN 1 D N ,. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDUNDER FEDERAL J. PLANS MAY N07 6EPREPRODUCEDIGW- LEFT ELEVATION N7THOLJT WRITTEN AUTHORIZATION. rl { ALL PLANS AND DESIGNS ARE: THE SOLE PROPERTY-OF EAST END DRAFTING & DESIGN. � • % :,! L' ,� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE- PLANS IS LICENSED EXCLUSIVELY T9 THE BUYER. . .. , Aceepunce otthme dulwiogr dom not•uRhotitoilm light WNW wlftqtth6 " Suffolk County Dcl ofHel Scored Tgoilip,Building DVPWW1 D C.$ NA,cil� Vol all tomlitil olklos iwdf ntivima wwith al ylmclm.prior wcggWbBan. • "r I' rt Y y� PLYWOOD CORNER BRACE 71' 12 16' 25' 18' - lov 2x4 CROSS BRACING 3 -�• 3 -63i" 10' NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3'0" BASE I ALL WINDOWS AND DWRS AAE ro PLATES TO BE USED AB -b'-2' BE BFT IN DBL 2Ne CG Bt, WASHERS. (SIMPSON), -10 1/B" I — —� �— FOR 1 a' OL&ONG WITH cOBNBBs Au ANwOB NUTS ` ^p DBL 2 x 8 CCA BUCK All ET IN AND OOORB ME ro FOR NO ALMG EDUI ENA m HAVE WASHERS BE BET IN DBL, 2xe CG BUCxS CROSS BRACING M REOUIRm. �"GT" "M� WOH FON 1 13143'-B "T11'-11" — II 34'" (BE NLT 11MB B LNG B LNg AS REQUIRD. (SEE DEuL Y >3% NOTE: ALL ANCHOR BOLTS 83'i By3X6" " A " 74. A • INDICATES 8" SHEAR ANCHOR BOLTS ARE TO HAVE 3•x3" BASE 37'i 23'i 1 -631 236" 1J5 4 1'-7# PLATES TO BE USED AS 23'i 2'-6' 6' 8" 6" -03'i •-096" 1036"�T2 036" '-70" 3'-846" '-10`'6" 036• '-6 ;,3 -6" �7�'T�3-8"��2)'i • INDICATES }' ANCHOR 90LTS y: l WASHERS. (SIMPSON) - r-6 I &L WINDOWS ANp p°Dp5 I I , Ir DIA CMG 19 ID BMA TUBE FEI1 ME m B (MIN. 4'-D' BELOW FMK GRADE) ABOVE mP DF FOOLING. I All WINDOWS AND DOORS EACH BOIL HAMA 1) it T1) er ^� F- — O — — — — — q — — — — g • • ,�. (INSURED BELOW SOILMBEARIN CAPACITY.)' ro BEM M ux°0.mO BDL z E 10 CC OW E 12 CCA SiftlNWtS n MAINTAIN ARE TO Be BET AT Y-J' G 2852 2852 GMCRBO roxA m t2. tx a6DER - - - ABPIE roP OF FODLINC. MMM BOLT ATTAMFD ro POS! •• 'A XW wM A aYPs011 ANM POSE MMM 1p FINDICATES ATES SHEARWALL ANCHOR BOLTSrN 3"SM O Y-6" •r. `r rBEAM}' ANCHOR BOLTS - - - - - - - - - - - - - - - - - - - - ,>,•, L Nt2 CCAS N , VA NOTE: INSIDE BUCK DIMENSIONS •' - - - - - - - - - - - - - - - - • (» 2xtD GGA aRDER a i POCKET I —TT Aµ WINDOWS AND DOOM 8" PC FOUNDATION BEAM •I ME ro eE MAT T'-�• ARE WINDOW ROUGH OPENING POCKETI " ABDYE TOP OF bDBG 01 16" x 8' CONCRETE FOOTING �' MIN 4'-0" BELOW FINAL GRADE -14'-8• Ie• WA cMG Fwm SMA TUBE wDe 8" PC FOUNDATION DIMENSIONS { DIMENSIONS I 1 -1 . M ,_�., ,_D•. 2'-D• M N — m D• UNOI RNAL MAD) 6 I STEP FOOTING AS REQUIRED TO I • IN BEA" M IMaNIG W saL O I 16" x 8' CONCRETE FOOTING 12 •'�` 1 . MAINTAIN A MINIMUM OF 48" I " ^ (M M7 s "° °"!•A°M MIN 4'-0" BELOW FINAL GRADE fj EACH C UMN m HAVE (4) p MRRCAL Ga* RFWM wM (4) sBRR M EODALLY r BELOW FINAL GRADE. m � �. � - (INSURE SOIL BEARING CAPACITY.) I -I " I 6 I O •• , • A� I ALL MNOM MD DOORS AK TO < PRUNDE NI111NUOus U RE RCD Ilial I I TYPICAL DBL 2852 BUCK 1 -3" . L �3—$M — — c°w" m m4B B mP a 6 i BYR9�: PYWD OWN GO�NC aC ... - \ ,P,\ OMGREIc as Txn°uM neExawss O 8' x 24" CONCRETE PIER „I iN I j UNDER i°x Ommmums LIE OOMN - FON BRAGNG AILNO WITH W 11 8N6' Ski" 7� I I c80ss BRADING As REOUIREO. I I w/ (3) /5 REBAR WITH 3 SUPPORT MULL. }— — ��'— I (BEL DETAIL TTP.) I " ON e y �6 3_SM �6 • r 16" x B' CONCRETE FOOTING - - - - - - - - - � I I <: ,,' - NI I (2) t-J/P. tt-T ' ,_ 41-7w 1-31'r. t-T • . •, • EAM I TOP EL PIER A G D 18' - - (POCKET POCKET EAM ` - - - - - - - - - 231 $ P.C. SLAB --- NOTE: 11 BELOW FINAL GRADE I, BEAM LVL aRDER LVL dRaFR - - - - -- - - OCKET BASEMENT NOTE: ALL ANCHOR BOLTS ARE TO BE -T - - - -- � INSTALLED AS PER AF & PA WFCM 2001 . SILL SEAM—B �� , J"x 12" ANCHOR - - - - - BOBEAM LTS (MAX. 30" r I ` QC•) °i r 12, 8V6" JPOCKET BASEMENT 4" P C. SLAB NOTE: ALL ANCHOR BOLTS S I ' #4 REBAR (HORZ.) ARE TO HAVE 3'x3" BASE I I N To, I I PLATES TO BE USED AS CONTINUOS WASHERS. (SIMPSON) 112 m I •' i IM AlK m BarE BET AT MORS - A11 WINDOWS MD ODORS —il . .1 AeO.cTOTBE OFT fATm7ixc� UNFINISHED AeouE TOP S 8 POURED CONC. i STORAGE 22' i gg 8" x 24" CONCRETE PIER FOUNDATION 2 I I 'B I -� w/ (3) $5 REBAR O n OI u. V_2' -1 Qty' a 755 I o ON 3000 PSI LLII lh" 2'-7X6" 2'-1X6" 2'-Uy" V-01h 7-8' 2'-6" 6" 1'-B" 7 3' t'-11' -11" Uy" • I I 18" x 8" CONCRETE FOOTING �- I - r T T T fi T - r = r�` -r BEAM p ( ) - -- - - - 7 , I //—'',�� TOP OF PIER IS TO BE 18" m I I ' S1sl POCKET - - - - - - - _ SILL SEAM POCKET i L BELOW FINAL GRADE I I DAMP PROOFING _ I I rLW OJIDEFt — — I I �—� Cs B" PC FOUNDATION , aROEW I I #5 REBAR 6'- 0" CITING o .�m - - - _ _ _ — _ J I MIN"4 0" B�LOWEF HALTE O GRADE !ro}- i 3'-3 4' e' - n T-2" SILL SEAM LONG ® 40" oc. = I I i n I 16O fid, #4 REBAR (HORZ.) - - - -- - - - - - - - - - I STEP FOOTING AS REQUIRED TO Y = i 12 e S MAINTAIN A MINIMUM OF 48" '� ( g I CONTINUOS ro i BELOW FINAL GRADE. •,>„+ � .{— I INSURE SOIL BEARING CAPACITY. I I F (2) #5 REBAR n I ' w I I (31 �10 mA BEAM �+ POCKET 8" P.C. FOUNDATION ON �I N 16" x 8' CONIC. FOOTING 16"x 8" CONC. FTG. -- I MIN. 4'-0' BELOW FINAL BEAM T GRADE ,m iD SILL SEAM ^ I 1 ^ MIN. 4'-0" BELOW v a n� I SILL SEAM r POCKET SILL SEAM - J Mt r n , FINAL GRADE. 0 GARAG B 4' P.C. SLAB COMPACTX401ED " - - - - - - - - - - -- - - - -- - - - -8" �24" CONCRETE , r - - - - - - - - - - - - - - - - - - - - � DImtKslQ § Ato y� I - / (3) O EB T _ TYPICAL FOUNDATIONT '- STEP FOOTING AS REQUIRED TO o 1 16" x CONCRETE FOOT NG - J PC FOUNDATION o M WHEREHEIGHT FROM m 3" I = i TOP OF PIER IS TO BE 18' )8 ) ON H iv� 12' I MAINTAIN A MINIMUM OF 48' I 16' x B' CONCRETE FOOTING �T T ,+ p B' PC FOUNDATION BEAM BELOW FINAL GRADE INTERIOR SLL1L7 TO BELOW FINAL GRADE. POCKET ON I I (J) znO a11OFn (J) z,nQ ccA aROER (J) zxm cG almm MIN 4'-0" BELOW FINAL GRADE ' .D INSURE SOIL BEARING CAPACITY. I 16' x 8" CONCRETE FOOTING I 1 '° I 11 GRADE IS LESS THAN MIN 4' BELOW FINAL GRADE I i N i I .GIM A �— G T'OLI e • INDICATES r SHEARWALL ANCHOR BOLTS I 20 -8" J I DROPPED FOUNDATION FOR I 1 I '• INDICATES }' ANCHOR BOLTS I - - - - - - - - - - - - - - 16'-0' x 8' 0• GARAGE DOOR 1NA8' L - - - - - - - J • r PLATES 70 BE USED ASE ~ " I + L_ - - - - - - - - - _ _ J INDICATES SHEARWALL ANCHOR BOL7SARE TO HAVE � ` a NOTE: ALL ANCHOR BOLTS "�+ A • N• INDICATES } ANCHOR BOLTS WASHERS. (SIMPSON) 2'-0' CONCRETE APRON lHfEf i(91a i NOTE: ALL ANCHOR BOLTS y� p h� ARE TO HAVE 3'x3' BASE I I I I - I I I _ I I I PbU D .�I -, PLATES TO BE USED AS +-2'-6"�2'-6•+2'-6•-A'-Y1yx1=+'1'-2><6'L'-8" 2'-4=+-2'-6'-+-2'�8" '-3yi L'- 62'-31y"+2'-3)y+2'-4"-++3• MASON TQ REFER TO A. ' WASHERS. (SIMPSON) 23'4 16'-6" 1'-B" PLANt . . -2 ml PAGE 12 OF 2.2 AND , ANC1416 B10Lt 1'-SVz" i CONCRETE APRON IS TO BE �,i4. ,_ " �, 9_5• + i,,_7 ---'Bi POURED AT TIME OF GARAGE ( a ' SLAB AND ALL OTHER FLAT 27._x. PAGE 13 OF 22 FOR ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF C WORK. DETAILS THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) D B© WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH E F 9 �giO WIND EDITION. II I I © COPYRIGHT 2003 EAST END DRAFTING do DESIGN , r ALL FLOOR PLANS AND ELEVATIONS,ARE PROTECTED 11 UNDER FEDERAL COPYRIGHT LAW. ti 12' 22' 37- PLANS MAY NOT BE REPRODUCED :OTHOU.T - 71' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 5"!✓' FOUNDATION PLAN / ANCHOR BOLT AND SHEARWALL BOLT PLAN EAST END DRAFTING aG DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM T14ME' �u J ALL HEADERS ARE TO BE(2) 13�4"x9y2" LVL UNLESS NOTED OTHERWISE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER: + I , 71' 12' 16' 25 la, 6. 3'-83<"-r-3'-01"-{2 -10"- --4'-51fe I I I SIMPSON STRONG-TIE H7 ., NOTE: ALL ANCHOR BOLTS NOTE: FLOOR JOISTS ARE TO BE SOLID p Jam' F ARE TO HAVE 3•'x3" BASE BLOCKED 48• oc. FOR FlRBT TWO FRAME - YPLATES TO BE USED AS BgYS PARALLEL TO EACH 07HER FROM ip" FIBERGLASS HBkG ,'I I \"/ WASHERS. (SIMP50N) EACH END OR SIDE OF HOUSE COLUMN OR EQUAL '-2' -y PROVIDE CONTINUOUS r NOTE: FLOOR JOISTS ARE TO BE SOLID I SIMPSON STRONG-TIE ROD SYSTEM FROM I 13'4• 3, 8V2, 1'-1 t• 13'4" ALL WINQQWS AND DOORS ARE ro 7 rr rr ALL ET IN s ALIO DOORS UC ro Au x,NDOWS ANo ODORS CONCRETE PIER THROUGH F x 12 ANCHOR BLOCKED 48' oc. FOR FIRST 1W0 FRAME 7 BAYS PARALLEL TO EACH OTHER FROM BE SET IN DBL 2.e CCA ORGIES WRH 1 4' PLYWOOD ON CORNERS 8" PC FOUNDATION WIfH 1/4' PLYWOON ON CORNERS BE SET IN ML 2.e CG eUDgS ,E ,OP OF FOOTING. DN (� BOLTS 30" EACH END OR SIDE OF HOUSE FOR BRACING ALONG IBM a4 FOR NG ALONG VITH 2x4 ro eE sE AT Y-s' FIBERGLASS COLUMN TO (MAX.( GRGS 9RAdNC AS REONRED. 1Y NA C!-(r FlMID FN FINAL GRA PIE11 MIN"4x W CONCRETE NOLOOTING GRADE TME TOP OF GIRDER (NIRA. 4'-0' UNDI TURB DIME) (SEE BRACING As REQUIRED. - ' (SEE DETAIL TrvJ ro soul ON UNDISTURBED saE 2 2.10 CC OBL 2.12 CCA STRINGERS (SEE OETALL TP.) SIMPSON STRONG-TIE H7 (w91RE MNL BEARING CMACTTY) j' G -O 1A -�- - 3' WASHER AND �" NUT ' pc. EACNi COLUMNBO ro HA4E 1,) O li , I dI1pER 4 Iy WiNDOW8 AND ODORS AN6Md1 BOLT Art TO — — —. It LVL Box BEAN nNU06 I CROSS As REQUIRED. COR. 3000 PSI CONIC. (MIN.) REBAR (�H ORZ.) IB YE TOOP OF FOOTING.AT r-3* • —OB— — — — — — '--s" , Da. 12 GmNdNs •1' I (2) , ' H EY IN DOL CCA (3) 2x10 GIRDER wn, A avBNr1 A- Posr Axaa m I 30 N4 VERTICAL REBAR , r 1 ALL WINDOYl6 AND OOORi NiE ro CONTINUOS 6 ° O M _r____ 35 (3) 200 CCA GIRDER (3) 2x10 CCA GIRDER (3) 200 CCA ORDER \\ / SEE DETAIL M.) 4 NOTE: ALL ANCHOR BOLTS (z IW . 91' LVL GIRDER I BEAM ���IYY / YY// I (2) /!3 STIRRUPS EQUALLY - 8" POURED CONC. ARE TO HAVE 3"%3" BASE I SIMPSON HPAH022 POCKET POCKET SIMPSON HPAHD22 I I SPACED. PLATES TO BE USED AS SEE DETAIL (PG 15o 4) I SEE DETAIL (PG 15of24) % 12" SONO TUBE , FOUNDATION a DA c°u0 LINED SONA RUDE: qER I i �. �' WASHERS. (SIMPSON) :0 I 8 w s-v. r-o'. r-O' FTF (3000 PSI) O I I ` OBrL 4•-C mDw FWUL GIME) l�I M40 x 11-W -16" oc I G 2-0"x)z'-o"x 1'-0" FTG.--j ' 14 -8" I z.e CCA HOUSE BEAM 8 ro REAR ON UNDIS1UReE0 sQ I (-- I 112 (MIN. 4'-0' BELOW FINAL pNGIne IN T REARING cAPADM EAdI CDNNN ro HAVE G p vEI111cAL GRADE LLT ' ^I I 1e REWM WON (e) p STIRRUPS EaAU.Y Hx TO BEAR ON UNDISTURBED x 6 6TO PpOWOE CONiwU°PPAMOIy TIE ROD !ROM I A^LLRE M KW9ETNR D'oR SGL h- ' DAMP PROOFING Z B 1'-3" L -O 3_SM O �• p CONCREa PIER ,HppTpl FIBERGLASS O I I I AW VE mP aF Fodne¢ (INSURE SGL BEARING g �Of GIRDER " c°r�Uws TIE D�ONu I CAPACITY) -'TI I - •� '- ,Iv 2) ,1E' x ,t LVL BOX BEAN `� e\ 2%e OCA HOUSE 8. I I I B" PC FOUNDATION 6t cn 2) ,-J4. 11 fi ! . J POCKET I I MIN BELOWE FINAL GRADE 1 11 " , , #4 REBAR 4'-0" o I - ` _ _ Q3_SM (� _ - - _ _ TYPICAL 8 CONIC PIEi _ _ _ _ _ _ N W140 x ll-%7 -16• oc I I FOR FRONT COVERER. . N = BEAM LVL DINNER LVL ORDER BEAM , . LONG @ 48 OC. 8• PC FOUNDATION POCKET POCKET 2) 1 . 11 LKeo% BEAM yyv PORCHES ON I M I 315• GIA STEEL COLUMN I L- 16' z B" CONCRETE FOOTING 31j" DA STEEL COLUMN I W #4 REBAR (HORZ.) I ON FURNACE 6Y4 2'-U' 12-o' . ,'-0' I � � CONTINUOS MIN 4'-0' BELOW FINAL GRADE I I g Y--T . Y-0' v ,'-0' CDNC FIG cowc. FIG (TIP.) � - (2) #5 REBAR - - - - J u u o U FURNACE FA 0 � 24" CONCRETE PIER (- - - - - - - - - - 0 0 0 0 0 ROOM 2 WI40 % ,1-W' -16" oc I w/ (3 gu5- REBAR ' PRoW. NTN. OF ( ) I ) ON ms. s 10 iO '0 10 FRE RATED `o I 16" % 8" CONCRETE FOOTING " O 6t}• °o I BASEMENT 1 A�BOV�E gFUANACE PRONOE MESH-AIR FIREPLACE FRESH AIR INTAKE TOP OF PIER IS TO BE 18" 16 x 8 CONIC. FTG:::A 0 WASTE 0 DRAIN SVF. S As pm I BELOW FINAL GRADE PIPE DRAIN ,:l° 4• P.C. SLAB ^ _ MAra'. SPEP. AND , ^i a VPREERRv^HFARI�H 6RE ^I NYS CODE BASEMENT MIN. 4'-0" BELOW I 12' $ AND HRGH WRH OWNER. , 4" P.C. SLAB DO v ARE x CONFORM ro NYS CODE x WI40 x 11-%" -16' oc 1j FINAL GRADE. SET A ARE ro BE I I • o o p VERIFY ALL DIIENQNIS O ''bY` E SEF AT Y-3' ABQ%E WI40 % 11-r{I -16" O< ^, ^I $ Y Y AND CIFMINCE AS PFR. + TOP of FOOTING. I (; ) - NYS voce. F 2 WI40 x 11-A -16oc . METAL-MESroS I N x N N PROVIDE NYSE. EAIROL RUE 912ED AND (2) WI40 % 11-Y.(f" -18. OG UNFINISHED �, oa .. M PER NYSE CODE INSTALLED AS PER 5M2" TYPICAL FOUNDATION I HEARTH su lw FOR MANE. AND NYS. ro I I STORAGE n v REQUIRED. As �E 0 I �e 12 I I (2) VA40 % 11-W -16' AIN I ALL wwoows AND DOORS RE HEIGHT•FRAM 33h dA STEEL COLUMN 3Yf 7' 11-74' ) I G I 22' ON "I KEEP CLEAR -16' oc ARMI ,gcep AF�j, �• 1 I NAIL 'T�T!ZA'C}' * , �i +�'� Y-o' . z'-o' . t'-o' HVAC CHASE I I z , tYi�,'i„EOR, SLAB 1 O o I W140 x 11-,b" -16" oc � •+ T 51'4" ' POCKET GONG. FTo ( ) �i VERIFY NTH I I RADE IS GREATER I ` ' i� I - - - - - - - - - - - - - -- - - - - - I �6 - " -- 3068 -7A" LW CONTRACTOR " I " L `j qyI ) THAN5 -0 gROER 3 1.3 4'v 11-T LK FlLEH 1 (}A 1 L7 I OIL TANKS ,I I 8" PC FOOUNDATION I 3 3 4 8 17 -2 0 7A� 16" x 8" CONCRETE FOOTING I I c '�p 3>t" d I • % 24' CONCRETE PIER . NAIL MIN 4'-0' BELOW FINAL GRADE Vi ^� 1p 2 VA40 x 11-T " -16" o I w/ (3) /5 REBAR ',� I T • u n I O D 112 ON I q /0 FUTURE 16" x 8" CONCRETE F0071NG y SIMPSON STRONG-TIE H7 - -- -' - - - - - - - - .1 tO aTn 38• A STIDl COLUMN m n I I TOP OF PIER IS TO BE 1 B" STEP FOOTING AS REQUIRED TO I 'I ON n • IO BELOW FINAL GRADE.. S I MAINTAIN A MINIMUM OF 48" oft �P 3 GONG u 2xe CCA NWS BEAM I BELOW FINAL GRADE. I a x N I I - 12" FIBERGLASS HBhG I INSURE SOIL BEARING CAPACITY. I g x = I I COLUMN OR EQUAL ST I BEAM Al t. POCKET s, n�E 8' P.C. FOUNDATION ON - ,., = o I '^T SIMpSon Strong-Tie Nr, PROVIDE CONTINUOUS Q' e' GIA CONC. RCSB SONA TUBE PIER SIMPSON HPAH022 I 16" % 8" CONIC. FOOTING I I � ,�I m I HPAFID22-2P SIMPSON STRONG-TIE ON 2-0. 2•-O"x 1'-O' Fro. SEE DETAIL (PG 15of24) I MIN. 4'-0" BELOW FINAL I Fl m e PUMP/TRAPI ROD SYSTEM FROM (RAN. 4'-0' BELOW FINAL GRADE) I GRADECONCRETE m I FIBERGLASS ICOLUMNER OTOH (INSURE SOIL DEMINM BEAR ON UNDISTURBED cWAaM I I i� I SOILI .j� N POCKET j�' � � J I TYPI{CAA-+L HPAHD22EACH COLUMN ITT HAVE (4) 04 `AERYNAL. - NOTE: ALL ANCHOR BOLTS ROM RIM (2) 03 STIRRUPS EQUALLY Ld N H01, WN THE TOP OF OGETI GARAGEa, L�m°r1Ni° PIER VTI Na[md�s SPACED. 13 I a Ir 4" RIC.UNEXCAVATED WYfNt N I I - - - _ _ _ - -8" x 24" CONCRETE PIER 1 - - - - - - - - - - - - - - - - - - - - - , WA�SHERSro(SIMPSON)ARE TO HAVE 3"x3' E TO .B.AJ,G IN.7TAL }i Q ,p UFa $IO S LL D d I SIMPSON- STRONG-TIE M7 I Y WASHER AND �" NUT CRETE m OWN THE lop GL COMPACT OIL ym GDA w/ (3) ,)'5 REBAR I I T� in �-±4n�,, D I���"'6 t� N A� GIRDER FOR CONTINUOUS TIE DOWN STEP FOOTING AS REQUIRED TO HousE BEAN ON (- — J 6 BOTH SIDES.OF' GIRDER )n ' i6" z 8• CONCRETE FOOTING �O��I,T}Q $ MAINTAIN A MINIMUM OF 48" I IN ALL EXTERIOR (3) 2x10 GIRDER I TOP 8" PIER IS TO BE 18" )B') L 1 4.,_ . BELOW FINAL GRADE. BEAM POCKETS 3000 P91 CONN. (MIN.) ~ )' 7 3 I I BEAM BELOW FINAL GRADE w 4 lu LL-- —iy INSURE SOIL BEARING CAPACITY. PCP Eo RAA dRom (3) aalo CCA cRom (3) a.,o CCA dROER (43 N5 VER REBAR I I I NOTE: FLOOR JOISTS ARE TO BE SOUD ---8�-.( '. NOTE: FLOOR JOISTS ARE TO BE SOUD I SIMPSON HPAHD22 I BLOCKED 48" oc. FOR FIRST TWO FRAME BLOCKED 48" oc. FOR FIRST TWO FRAME I SEE DETAIL (PG 15of24) BAYS PARALLEL TO EACH OTHER FROM I 1 ,gl_11WN lF: II I EACH END OR SIDE OF HOUSE BAYS PARALLEL TO EACH OTHER FROM I 20'-8" r 5) STIRRUPS EQUALLY - . 'M A EACH END OR SIDE OF HOUSE I AfP A ED. I � "BY.. DROPPED FOUNDATION FOR 2'�C FIG• I - - - - - - - 18'-0' x B'-o' GARAGE DOOR-__-_ - - -_ 5 b jl X Q ' L J I 0 ({ 3-0"% 1-0•x �•T• (MIN. 4-O BELOW FINAL 8" PC FOUNDATION ��� 2 ' 1 GRADE ON 2'-0" CONCRETE APRON -) l (16TM(i4)REBAR STIRRUP M SEL ON UNDISTURBED 16" x 8" CONCRETE FOOTING L +/ f SGL MIN 4'-0" BELOW FINAL GRADE NCONCRETE OTEIS TO BE • 1 B'-5' 11'-7L8• MASON TO REFER TO (INSURE SGL BEARING POURED ATARMENOF GARAGE O- �q ' A t,1 CAPACITY) —) SLAB AND ALL OTHER FLAT 27'-6Vj' `I' OULVI Y'1TIaN _ NOTE: ALL ANCHOR BOLTS PARE TO HAVE 3'x3"LATES TO BE USED AS WORK. 2 s PAGE 12 O F 2 2 AND TYPICAL CONCRETE PLAN "- WASHERS. IF WASHERS. (SIMPSON) p E LF PAGE 13 OF 22 FOR HEADER DETAIL ? TYPICAL 18 CONC. PIER FOR REAR COVERED PORCH DETAILS FR 4.11NC " I I • © COPYRIGHT 2003 EAST END DRAFTING & DE$f¢N 1ALL FLOOR PLANS AND ELEVATIONS ARE PR&tCtD 12 22 37 UNDER FEDERAL COPYRICRI4T LAW, ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF71 PLANS MAY NOT BE REPRODUCED WPTHOUT TION (AF & PA) FOUNDATION PLAN WRITTEN AUTHgRIZATiON. THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIA }4 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH ALL HEADERS ARE TO BE(2) 1 3/ "x 9- LVL UNLESS NOTED OTHERWISE ALL PLANS AND DRAFTING ARE THE SOLE PRONERTY f1F JL 1 �w 4 y2�� EAST END DRAFTING DID DESIGN. WIND EDITION. THE RIGHT TO BUILD ONLY, ONE STRUCTURE FROM"TksS , PLANS IS LICENSED EXCLUSIVELY TO THE^ BUYER, _11 s PTS*- , +Rr^"r+w•^ �".-^r - o- 1 „y*,,a n m.:, ,_._., __ -' - , .. _ .-.. ... - - . - .... _ p-.�,,. � M 1 I � � ' 1 Y 1V •,5 YI [$ tl * rt 7�IA {� } ' PROVIDING EGRESS ' 01 IN i T; TIMI lJ� I Tµ IS r 4 CATO IN. 71 IM�»FIjV fkAT+AI�l W41M,, 'ON, WALLS ,PERPENDICULAR 'TCF RID5X4:o 13 't°—QN 2' —16' 10'-3Yt" M1'IN PLATE SPLICE ON .WALLS PARALLEL -Q>��3'-t tz'-to" r-4Y: —rTiii I T '. Lj RIDE IS 5,—a,1. INtN ( DBl �1ACK.� AND DOL (RING S'TU'D ON L Ei7INDOWS� AND DbORS. 25 ' TE, ,• ..1�(,t,! FIRST FLOOR WINgOW5 �-(� t'-316" '-y5" '-4i '-49fe' '-4%9'--r'-1" .-1" `�+..�. ; IfY LQCAT�N OF S'TROMG,^TIE ' ROO SYSTEM y — �— + FIRST FLOOR 8- AFF ARE TO BE SET ARE TO BE SET (ft�7D M,Ay 8E L1�CkTtD `IT MIDDLE OF KING STUDS.) AT W-0-5/5" AFF AT 8'-0-5/8" AFF ,r �O 4O �O O 3" SM 3" SM 3' SM 4JMi '� r r FO AO .O 4O e-1/2• . 9-1/2" CUTE-LAN Nat, i yax 4Ja( 3" SM 3" +' FALSE BOXED OWN FALSE BOXED GIRDEN FALSE BOXED EKROER 17'-1• - I 4Y, : !. , . . _ - R- , - - •O;',L ,I�Nnti� io e-1/2It 9 7I/Y ALE-LAM HDmNR. -----_NYS QDDE -_ 2,jV_MM ANDEL FALSEBOzm GIRDER FALSEeDXED ORDER FADE BOXED 6WO& ,O 2A 1 °° 5, r o _ I f O s'-t$" AFF YA4p x 11 -18" OCpJ+ REAR COVEREDPOR _1 °7'-5X" SUN DOM ODFlR19FD7 E.THaIB(Y2 GO 2J3K 3" SM MK 4O Hf " r ". , ° ` 4*+I d'$aa,,M•{'. iV T I a 1 ,O (z) 1-3/4" . B-1/2• Lw NOR.�� j MASTER BEDROOM [F"} -1 ALE-LAM NOR. I 4 J 7 7 7 7 . (3) 1-3/4"X 71-7 . N LLL 4 81191 BEAM *'! 4,10K4O3 ,O 3" 4O 'O MK a �- v 0-1 x & % . SINK I OISII I "� WASHER a 040 z OC.. OSI'-I%" AFFGONIRACIOR roRpE DUCTING : d •O I ` ' Fal RANSE HOOD. ' 30k - N110T VERIFY,TWLTOHGGRRaIEI RIF 9YuOHO G UD VENTING 1 RANGE IS TSO BE PUS xa„T Fum 00 BBppggRANGE DUCT PANTRY KITCHEN DINING ROOM GREAT ROOM PROVIDE BLOaEING FOR 7'-3' — _ — — — — — — — 28eo LL W'I'C•' I !+*� `(4 LE9FR'D1011U, BMACCEl60PIFS. \ m •I ugh N N 'dj ANO BATH ACfdSiMY b ; I REY a' OPENING SIZ AND AA1H HEIGHT AND LOCATIONS WOWER. : neo SIFECFICAl10NS WTH OWNER. J _6. PRE-FAD AREPIICE5. VEHEARTH SUM AND y PROVIDE CATS IN WALLS j � M TO . Com 26M FOR Alit.VIP R AND VERIFY IML DIIIEN51DN8 AND CLEARANCE As PER.Kim COOL /D , c d yV c • „' 1non^'I ((VVRPoIFYCIA�YTXTSWTN OMNER) PROWDE OUTSIDE AIR SHONEN �t - T.f mSLYO]3IYm AS RA m's. AIDE. 5Vi" �$ ` 96-MM A�i1� TAT FIRST FLOOR WINDOWS " »N R"GERATDR 3'-GXe" • !" PtlR NDE RS AND FOR l' ARE TO BE SET . 7• 3 6'-3X2" 10' '_3.CABINET VAC m MSTR 1'� v TI a BARADCEssoRlEs � ,o AT W-0-5/8" AFF N ASE I °-I p�� I ATL, AND BART ACCESSORY ® ® yr 3-1/ X FIlr OWE-LAM Hai. y�(++ IM.I]J.0 ` LOCAi10Ne W1H ONNER. �^' ! d LAUNDRY Y ❑ DM I g 5A 13/4". (2) 1-ale 8-1/2' (2) 1-3/4 v B-1/Y 3 4". Ft 5080 t - . LLL (1011. LLL HDR. SH BEAM S •� ' 4 T , ]0EO O40 yt" a A TII----SII-- LU n 2818 1.140 ARE RATED •� 3A x°TN��CL�GH HRICES ft �! COVERED PORCH (z) 1 L3t�L"AR-1/r Hy( � 50 i tIA E" I ( 1 • LLL -1FOYE " V 1 rs'., nl awn s 5 , . 1 Ii i`7, O 9'-tYe" AFF R �1' 1 9 2yl OMUM 9-1/2- VERIFY STEPS . J 1- 4 % 18 LVL M (2) 1-3/4N B-1/2• Q2) 1-3/a•. a_I/r 0 RIDWFINAAME I (SI (2) 1-314' LLL LLL HDR LLL HDR 6 mo x� z /- wl4o x tt I 2JT VERIFY ALS g o "Q 76 °° I� `0 DIMPENSIONSr a Lp .�_7�k--.{•_J• �O 4" PC SLAB BK6 WWM g^ Z�P% gm CpN41 TIQN'w� - - - E�7RY E FIL IT GO PORCH I a . 12' FALSE BOXED FA��BOEXED _1__________ RL a RLBH FI24ifJA3 1P�HB&G 12• HB/G N aMMOT OTt , y • A COWWi ACASTPCOuIMN T - A J VERIF STEPS A 2 1-3 4" x 16" LVL Q IYAN&rnAceTM ON* V MK LL_ 16'-O" X 8'-0" GARAGE DOOR 41 7 ifiTI AST $11 90N H OEYt W0T � TIFIEO' BY AN ENGINEER 'Tfl TI S ` f W CAPAOITY;,EQ11At Yq fbR AtER THAN THE REQUIRED ✓dJ(�rirlP PLA!�ki l0,FQwEACWC�: I I pion, 7'-G'�" T� sr o(w,We iN , �L JOISIS AND RAFTw RS As FIRST FLOOR PLAN :.IMWpiNG W THE, STATE OF NEW YORK, AND-1K AMERIRAN FOREST & PAOOR A93i0CiAT!(1N (AF do VA) 2,091 SO.FT.HEATED LIVING SPACE F { � FRAM Q4rIST+¢UG�"fIQW MANW (WF6M)' FOR ONE AND, TWO; YYY 154 S0.FT.SCREEN PORCH ) sV I Y"IQVV3ViIN0'{7F,'"�.tl'pl"S�RHI(�iHNd' PTK)N• PLUS OARAOB AND COVERED PORCHES 24K - (2) JACK SNOB PW s (2) NMO sNDs f _ 2DIt - (2) JACK S1U0B PWe (, pN0 el003 y ,,1 3JIK - (3) JACK BMW PUS (4) KIND sTuos �� "•s ` e -n 'I GIAf µ9V"E6NLi1Et5�,,h)AVE s I 7 4JD4 - (4) JACK Slues FLAIR e) Kp0 eTuos dr F i r e ,yy + 1 IS (QI3 'SITE ( © COPYRIGHT 2003 EAST END URAFTiNG bt 'DES104 ALL FLOOR PLANS AND ELEVATIONS ARE PRO,'f�'GTED UNDER FEDERAL COPYRIGHT LAW. ;p._ ;p•_ 4. 1'-y� -4h PLANS MAY NOT BE REPRODUCED WITHOUT ALL PLANS ANDITTEN RIDEStGNS ARE THE SOLE PROPERTY OF �� 37 EAST END DRAFTING & DESIGN. ' I THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. � ".a r )=6 Nr` 4 Ed " > . • ;` '.:' - - - , c : 'q� ,.�d t F'A ' x IP{Q '� Yn#`I.-�. r➢rt " v �F�` a � � ori�"} A I, ' '.`SIL r �, hh I M -_ , � . , 1 ' 1� ;:eAp' .'� �'3 f� k,x���'I d 1 4 r,v t ery) f1.�F5d) gsy � 4 II '1 5 f ^ , II�S i•,r r , t zMEi' 6 , a T Lnklrl rr to kP V - _ q , r N r,l'+ kla rt I .i e rt I •�u I ra �ir 5 a x u 1,.^ r w Jrt � wv Hyl l vt ! r'' r r is'a "4a• ,r1 l.rt a k ipr J _ _. I', a 1 I s I ` a mk ✓'i 1 a j1 a '+' r 14! , + t' a r!; 9: ,y,�,y �11ati fir. ! p T' iJAAbiN i 1EORE t+i rtk`P1Qxl'M1r rf ,P1 '�; 0 ^iia � CATM INd. E s r 4�'gM1A ,y f .Y 4 V a rtfiyy r.kx f �MnP W n T TB' i� LIS PARALLEL ,AGN , AhID tat. IIPIG $,TWP ON Oro SECOND FLOOR WINDOWS r', •I . r f" ' ' ' :C. Iw« Tsi ,x✓TT,%? 'mltl OR ARE TO 8E SETr1> i k, } , k yl AT B'-10—Nia AFF v .y t4I h ` '1rrf z ,r a; ST 't15 kpl" I a� TIE"RODSYSI'EW EI Ihl'hNIRJ 'L 'rOF KING 'Slli,DS.) z "� 3" sN �� �+ trt y 'n �w 1-31e .1a/2' LWr, r *v {4 14 , r aIj$ ., 2.B-16" y ' ✓ �Sr L t , O B-1 AFF r r f m N { t, couNc Hover e'-ir 3 n ! iv n 'ip4#71 x hr 'ii n 9C'rs"j^ n e . l6 , iy iV pp iv 'f'"+f+'Rt MEA WT LOOAINN ff p "FY ATH g160, 1 u loc 'h1 _ %i { ay, { 1 . WM�OQlTO e 1 , ji Ink IS NOT LOOTED i.4 i 3'-7 —4' ' J ! r r�• 1 m Y,. ''�` - ' n n SII 7142" m � ' ; m 4000QL SRT n •�" ..i a ?-i • Tn '� b z „ n', ®_I TK-1Y - r u 2866 x668 zeas 't fr!. � � � Y. •' N � �+2a y1 U40 Sll t a IF, STORAGE R \ WERI 4ANDOW 19 OENIERED O O I r_ma +._c. °'q r ` z �,, A' jp,Ii r )'0" N TH ES I ' f ��� ANO SHUTTER 0. Bp SID �-- :o, xra* h n � H �. 2.-6�. —t$ W HN EAT€D SECOND FLOOR WINDOWS S,ORAGE R00!Nt ARE TO� BE SET BEDROOM aT ^ AT 8'-10—)4" AFF CEIUNO HMT Y-tF' I I d.t ti eS r rnE.i t r ZY lV r blsti' ,r 3 Vi r i 5h 1 2x6-16" wQL A 2x6-18" oc t I 09'-W AFF 7agp O q,—lW q,—1AFF , I „ kis MINI 3 SM 3 SM NNN iS b - 'c 1 I b i � al - THIS WINDOWS ' _ IS TO BE SET i, rs ,i , A AT B'-0-5/6" AFF ' r THIS WINbOWS Cl IS TO BE SET r AT 7'-10" AFF �M FI >f1A'dE {j� �F.0 41v AN .INGIN TOte'-4' , 't A �I R lj '11#AN T}ME'RkldlltR r+r ^ T W" t ' 0 2Y-A4" s'-94a t y. IN .}1�„J'- 1'�L R +I�fST 22 Ll RAF`1TFRS AS, NEW YORK. R*1 * ASFi0IDI)kvdN'CAF PA) rt` �' k l MJAQU W fL7A NE AND TWD HH til`w � ,Ut r E , AN sA GGIiA`I ENGIN90 HAVE IwsVg11LLAr'1gN QF ANY SECOND FLOOR PLAN ra kl f(}r,;1fWl JOB'SIfE. © COPYRIGHT 2D03 EAST E{4p ARAPTINt dT dEN la r 4 9M SO.FT,HEAM UVINOSPA06 ALL FLOOR PLANS AND ELEVATI IJS•AfiE Mh ly -_..` < +'r, pr ,, r r •r.• a i'^x,,,,'r Ef:, ,h PLUS DNF7N1FHC4TS7 ,ANDER kE( ,p1ly �P" T,: i ..1, J 'nd lsl (T,{ ,; �l Af.`E' gFI 'D p �.. LANSf* qT Is r vYYMfG� 11'4' f JV 11 ,6 1 4� 114 Rus ew IONO'In= � WRITTEN AWTHQf�137lTION.'' 2NI( . (j0'�Nhf aru - (w J+al'nGon ww¢f aeo,srona. ALL PLANS AND.'DESIGNS AR€ 1W€ so PF14 1 1�1 t�I u u4K - (4) apt stco6 PwII i+),IWR s1u66 EAST ENI? dRAF & THE RIGHT T�''£ICIILD 0V ONt "STRk7G^! f� w u PLANS IS [e �SEp EXLY TD r k to m^ �wmR*ttRr'N, Y r^m*TH'"" .r qG 1 - U + 1 I :Ii .')"PF S THAT,',THfS E1NNT IS PRO VIIIatM1IG ,EGRESS biDAIED IN. Mlgk PLATE SPLICE ON WALLS PERPENDICULAR RAFTERS .. To , r i BE SOLID BLLOCKEDD 488" oc.RF FOR FIRST FOUR FRAME RIk3GE .15 -0' rMMy 4'-tYi 7-4Y4 BAYS PARALLEL TO EACH OTHER FROM ALES PARALLEL -17 " 2 -T" EACH END OR SIDE OF HOUSE MIN: O PLATt SPLICE N W °T# hS�Z- .O" E DBL: KING STUD ON ,ekt, _W� p E F ; ov L' ,JA K AND ALL ' ows AND DOORS, P 10 r > �i Y LbCAVON Or STRONG—TIE ROD SYSTEM R�A'Y PE 'LOCATED IN MIDDLE OF ICING STUDS.) CYE: - Flo � : rylt m r VERIFY WITH OWNER - SKYLKNT LOCATION R' 6 "•! r^�,� OIs NOT�Alm WHRE CKANDDEUER IS TO BE PLACED x IF lV � PRO: 1' HOER g1APm a PRIME 1" NOTES d11L1ID CEILING HEIGHT S-1�' A AT UPPER POR110N OF BAILERS Q [:A IRPPFIF POIRDN Oi RAFIER9 Qw� TO ALLOW PDR'PROPER AMI FLOW ALLOW FOI PROPER AIR FLOW MST SENEATHI ROOF 911EATXINc MW BENEATH ROOF SHEAIHIIS IN ACCORDANCIE WITH NTS. CWE IN ACCOROAIM WI1H NYS. CODE. vERFY WITH OWNER + u�DHTiSRmim— — — — — ''.� ib • , OHANOERV ' �1�---�1I NOTE: RAFTERS ARE TO BE SOLID O 1--yK" x 11-36" VL RIDGE BEAM BLOCKED 48" oc. 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Y5/ FELT 4� (---R-30 INSULATION R-30 INSULATION ' f Tal 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES rW CUx 511ImIwSt — CWm A NAI R-19 INSULATION 111 PAD ioE ` 9¢ATNm sDE 1 - 2x6 SUB FASCIA w/ 1x8 FASCIA - WRAP IN ALUMINUM INP 600E AS REquIRm XY NTS FADE 2x -16 OC16 t18' VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING p 2x6 SUB - ALUMINUM A 1 I 'I� u 16" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING R-30 INSULATION h - 2z8-16' cc GREAT ROOM STUDY r CERTAINTEED VINYL BEADED WAINSCOTING (OVER 34" x 3 SPRUCE LATH) `� R-19 INSULATION (^ �Ip CERTAINTEED VINYL BEADED WAINSCOTING (OVER 4'i x 3 SPRUCE LATH) PACK OUT h WRAP GIRDER AND FALSE GIRDER COVERED PORCH + COVERED PACK OUT & WRAP GIRDER AND FALSE GIRDER a + r '" R-19 INSULATION PORCH 12" HO&G PERMACAST COLUMN R-19 INSULATION TOP a DECK ' Is TO 6s 11UGI 12" HB6:G PERMACAST COLUMN .4 V x 6" TREX DECKING (FASTEN w/ SS SCREWS) Ti' Cox suencox - a.0 a NABFD RL' crox wePLooR - GAm a NALLEO '� xousE FLOW T _ x 6' TREX DECKING (FASTEN W/ SS SCREWS) �+ ,r I 4 WI40 z 17- 18' cc 040 x 11-,� -16" cc y 2x8 CCA-78' DECK JOISTS 2z6 CCA-16" DECK JOISTS 'r! (3) 2x70 CCA GIRDERPA +k 4d;4 (3) 2x10 CCA GIRDER (2) 1-3i x 11—W LVL GIRDER `1 j' RIMJOIST e' DIA coNc Flum sa+A nree PKn r + i-,fl R-30 INSULATION CN 2—ON x'-o'x P-o" FM + (WN. a—o' BELOW MAL GRADE) 8" PC FOUNDA11ON WALL TO BEAR ON uNasluNem sou. (INSIRE SGL I EARNo CAPAC" EAGI C"M N HAVE (4) F4 VER ICAL I li" RIMJOIST REDAR WTH (2) N SIMRUPS EOUAU.Y I 18" DIA CONC, FILLED SONA LUBE PIER ON 9t' DIA sTm caLuuN �'+�' 1 If 1 ON 3-0'x 3'-O"x 2'-O" FTG. BASEMENT I CommPROMIDca+necoos �` nE ROD mcu 2-0' v 2'-0" x 1—0' CONCRETE %ET iHRWTRI FleERGASs - - '' , - (MIN. 4'-0" BELOW FINAL GRADE) mac' FIc (TYP') COLUMN To C7A!n UO IDP aF - TO BEAR ON UNDISTURBED SOIL GROEx FOR aNnNuous TIE Dowu " s (INSURE SOIL BEARING CAPACITY) 4" PC SLAB EACH COLUMN TO HAVE (4) b5 VERTICAL �" PC FOUNDATION WALL REBAR WITH (5) #3 STIRRUPS EQUALLY 2x4 KEYWAY DAMP PROOFING - 6 MIL POLY OVER TAR y I W SPACED. 16" x 8" PC FOOTING PROVIDE CONTINUOUS J' TIE ROD FROM MINIMUM OF 48" BELOW FINAL GRADEBEAR SOIL CONCRETE PIER THROUGH FIBERGLASS INSUREOIL BEARING CAPACITY COLUMN TO OVER THE TOP OF 'r •1 p,� a GIRDER FOR CONTINUOUS TIE DOWN Zx4 KEYWAY r - 16' x 8" PC FOOTING MINIMUM OF 48' BELOW FINAL GRADEVERYFY F�(i,�",, BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITYDi ' �f (r� �5I /��y�(�' � CROSS SECTION EBzs � ' ' I CROSS SECTION THROUGH ENTRY PORCH, STUDY . 0 A. GREAT ROOM ROOM, REAR PORCH - 1, I FI + �N H,'ANOERB HAVE BEEN CERTIFIED &Y AN ENGINEER TO �T �• r' • + '.P I :A ACI;"T EQUAL TO' OR 'GREATER THAN THE REQUIREDii IAItIOURT 0AL60LATED FOR EACH CASE. ltM'7 ptlt* 2 + O' BLOCKING"IN'ALL FLOOR JOISTS AND RAFTERS AS RY T1F1E 9UILDING'COOS OF THE. STATE 'OF NEW YORK, " YHt kMERICAH FMI59T do PAPER ASSOCIATION (AF k PA) � Is '(xRAwIE CONSTRUCTION' MANUAL (WFgM)) FDR ONE AND TWO Fr�(711t2'i" 0 NQS; I!D(J,T ,SOC HIGH WIND EDITION. " . NOTE. iS ° RAFTING * DES(¢N AND, ITS ASSOCIATED ENGINEER HAVE4 11 '('�iIME;D TO I�kSKIRE PRbPER"IIJSTALLA ON OF ANY 2 , OBD © COPYRIGHT 2003 EAST END DRAFTING & DESIGN VC4MtAIN$Hlp;'IARgk9 TO 'THIS'JOB.'SITE. _ IALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ^� + UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT + WRITTEN AUTMQRd,ZATION I a 1 sl + EAST END DRAFTING k DESIGN ALL PLANS AND DSIt-0�!S ARE THE"9f FIktG " 11Fjl��, THE RIGHT TO BUILD-.ONLY ONE STRUCTURE .FROM THESE PLANS 19 LICENSED ' kOCUSIV Y- TO 'THE Rl1ER ;I �° _. -9 y', I' a 0 ➢,i - _ - - � I . r �. t • r 1 If e f All of oc W, CONTINUOUS RIDGE VENT 2z6-16 RAFTER nES �7 1-'V4* x 11-V LVL RIDGE BEAM CONTINUOUS RIDGE VENT CRICKET CONTINUOUS RIDGE VENT 1-34" x 11-%` LVL RIDGE BEAM � I y " 1-'Y4" x 11-36' LVL RIDGE BEAM 2x10-16 Dc RAFTERS y� bar x�lTO*ni8 oD RAFTERS . V., _ 2x6-16 oc RAFTER TIES _ 2x10—i6 oc RAFTERS" + +Y .dDX'ROOF SME/i1HING }" COX ROOF SHEATHING 15g FELT - t5#FELT }" COX ROOF SHEATHING 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES, aQ'1�`AR IN 15 FELT AHC, TG N 'IEC, ITAL,GRACE $MINGLES 1210 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES ,rl� R-301NSULATION 12 12 10 R-30 INSULATION (J 2d20 S&U440 4Q0 520 Sa20 X20 Sa2o 920 240 220 W 2x -16" � �10 2x8-16 oc i 2x6 WS'FASCIA ,y/ IX9 FASCIA WRAP IN, ALUMINUM �� ^ �{ 'y"c 2x6 SUB FASCIA W/ 1x8 FASCIA - WRAP IN ALUMINUM — LR-30 INSULATION ,� V!J•IYF�.SBFFIT -'GEi2TARi'iEE,p 1IBIYL BEADED WAINSCOTING 1 _ - R-19 INSULATION— ,�;�i BEDROOM I 1STORAG 16' VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING - R-19 INSUTATTON ,'ice+ D 0 -+ IC CD - -�"-= R-19 INSULATION !C COX SUBROOR + GWEO NAN.ED %' COx BUBF O D -, OLUED & NMIXD Y + Y . W1 x _ 18 cc 1, 72x6 SUB FASCIA W/ 1x8 FASCIA - WRAP IN ALUMINUM i + - DO. 7x19 -PLA�E' R-30 INSULATION ;;MMY,,,"������]]] 2k6-16" oc WALL STUDS R-3p INSULATION �16' VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING }" 'CDD( WALL' SHEATHING DBL 2x6 PLATE 2x6-16" oc WALL STUDS - TYV(K� HOUSEWRAP MBSgB }' COX WALL SHEATHING MASTER ;I G ?YA1NTEED CEDAR IMPRESSIONS--r te BEDROOM �`L' MASTER STUDY - DBL 2x6 PLATE TYVEK HOUSEWRAP I @� CERTAINTEED CEDAR IMPRESSIONS— � I 2z6-18' oc WALL STUDS 'xP, - RW191NSULAnON --- R-19 INSULATION---- R-19 INSULATION 7yVEKXHOUSEWRAP WALL SHEATHING R-19 INSULATION CERTAINTEED CEDAR IMPRESSIONS 2'x,IS SHBE Nralrm UO i r�iwm 'li' c0% SUmom LI 2z6 SHOE 2x6 SHOE v.Bm a Nuhn III' RIMJ01Si; WI40 x 11- -i6' oc 9XE CoA, SILL PLATE W/ � i ' RIMJOIST ' TERMITE SHIELD & SILL SEAL j 1a" RIMJOIST W140 x 11-?9" -16' ac d 2x6TERCCA TE SHIELPLATE D & SILL/SEAL 2x6 CCA SILL PLATE w/ ! Q" x 12 ANCHOR BOLTS R-30 INSULATION R-30 INSULATION TERMITE SHIELD & SILL SEAL }' x 12" ANCHOR BOLTS ti }' x 12' ANCHOR BOLTS u BASEMENT 711' DIA Sn Ca N BASEMENT W DIA SIBF.L COLUMN BA M NT B" PC FOUNDATION WALL iN o• . 7-D' . 1'-w' Y D" . x'_o' x r-o" B' PC FOUNDATION WAIL -' talc rto (Tv.) c c, FSG (m) B' PC FOUNDATION WALL W + 4' PC SLAB 4' PC SLAB DAMP PROOFING - 6 MIL POLY OVER TAR r - I---4' PC SLAB 2x4 KEYWAY DAMP PROOFING 2x4 KEYWAY `I .' 6 MIL POLY OVER TAR ' 1 Q W':NC FOUNDATION WALL 16" x 6" PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE 16" x 8' PC FOOTING ,q + l� DAMP PR,¢OFlNG ` BEAR ON UNDISTURBED SOIL MINIMUM OF 48" BELOW FINAL GRADE 6 MTI,.POLY OVER TAR 2x4 KEYWAY 2x4 KEYWAY INSURE SOIL BEARING CAPACITY BEAR ON UNDISTURBED SOIL TB` x, 8" PC FOOTING INSURE SOIL BEARING CAPACITY '. MINIMUM ¢F 46' BELOW FINAL GRADE BEAR ON, UNDISTURBED SOA. y ' tJ .INSURE SOIL'b"NG CAPACITY VERIFY A�L DIMENSIONS ANt�'�' CONDITION$ CROSS SECTION F CROSS SECTION Q 1526-2oO CROSS SECTION THROUGH STUDY pluwN ar. ;1 CROSS SECTION THROUGH I MASTER BATH, MASTER BEDROOM C' M A MASTER BEDROOM, BEDROOM c BdxlD p_ NOTE. 05-21-4Q 3 § '. ��.L HAMIGk`R�, HAVE ;PJEEN K'�RTJFlEfl"EKY.AN ENGINEER TO € �"L Q 6g' oR�EAT€P THAN TAE REQUIRED AMIT LIF AT ,yFlMt EAGW- GASP. some f Greer MF-- PROW ue -pRf>>anD SfNiTO 111 <" IN 4'L PLO JOIST$'AND RAFTERS AS ANa� 1TJ �UIC"pJNp C0'lJ ::TJF Ti�E' $`RATE OF NEW YORK, �a�y� Y ktilERl 'A11 E $t-� PAPER A8SOCIA'AlON ,(AF & PA) S 'CTIONS ., D 'F t,WE t+iAiyttAL (WE'k� F,OR .UNE AND TWO - . M1GEr �,), $�C'.Y�1,0H0 WI, t�W. , liq NOtE ,` i ORA"00 ' `bE$I* AND i* ASSID, MATED ENGINEER HAVE I '' ,.� T.�ED' TP r`JWJ ,R�': 'PER INSTALLATION OF ANYiL .' V(01�kMA► f'"ADED TTI THI�SJqBSATE. 3l f © COPYRIGHT 2003 EAST END DRAFTIN'O da DESJGN - ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 'd UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. 6f. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF n EAST END DRAFTING & DESIGN. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER.: , u r � r a v 15 + f Hz JJCC� �1I N151�1lo�� i�. Or�;� SHEATHING"' NOTES' NAILING REQUIREMENT FOR THE NAILING REQUIREMENT FOR THE ,r :s ' CASE STUDY ROOF— 120 MPH, CASE STUDY ROOF— 120 MPH, ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION Iz 1f - , 3-SEC HEAH GUST, THICK 3—SEC PEAK GUST, 1/2' THICK (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND 7W0 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. „�y � � t � ti,lllYw; ROOF SHEATHINGWITHH Bd COMMON ROOF SHEATHING NTH 8d COMMON NAILS, REOWIRES 4" cc. ON PANEL NAILS, REQUIRES 8" cc. IN FIELD. EDGES. (1) SHEATHING TO BE NAILED TO CCA SILL ! n. n, I II 11 (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM _ , ' li„ 1 r 'F"J3 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES I it i Ir (4) SHEATHING TO BE NAILED TO TOP PLATE 11 IIS II 11 11 I N u 1 II LI II II II I 1 11 II II 11 II I G - ' f 1l .1 11 11 II 1 .1 M M M M MIt 1 n IT n n It 11 7 r r "ry 1 '1 II AI 11 1 61 It 11 11 ii a n i; 3 O 3 3 � ,I � 'M14A p JJ ' CA NAILING REQUIREMENT FOR THE G �, ! r ,a CARESE REQUIREMENT FOR THE S STUDY ROOF— 120 MPH, CASE STUDY ROOF— 120 MPH, 3—SEC PEAK OUST, i/2" THICK ' ROOF SHEATHING WITH Bd .COMMON 3—SEC PEAK GUST, 1/2" THICK NAILS. REQUIRES 6" oc, ON PANEL ROOF SHEATHING WITH Bd COMMON O T EDGES. NAILS, REQUIRES 12" oc. IN FIELD. I, II IIII II II F"— •� I 11 1'1 11 11 11 2 2 ' i IIII II 'II 11 I 1 Y II "I'll IYI 1L'1 161, II I II 11 II II II I ' I 11 II II II II I B II 11II 11 11 11 II 2 i 1 Y Y Y Y I O F , 1 II II II II II II I 1u� yWI 1� yy yy I ao.0 asst 11 11 d n n r1 (1 n 1 gltlLlllT SI(Yllpli �"� I I I f 11 I I I I I I VElADN9 SKYIAtlU 11 11 II II 11 II tENDNn VENTING f 3 , I•: WIN OWER vogfv x--11 ,� .I 'll ' 1 AI 11 II tl fl /�I � � . I O ISED Is LOCATION=A F O +may 4 ! !1 I I RI n I I I I I USED 19 NOT L9CAIFD O V WERE TO BE PLACEDBE rs„i"•A' '.,1, r ,JN vA+ IS O ��.• j 2 O NAILING S REQUIREMENT FOR THE NAILING REQUIREMENT FOR THE O /Cl CASE STUDY ROOF— 120 MPH, CASE STUDY ROOF— 120 MPH, 3—SEC PEAK GUST, H 8 THICK 3—SEC PEAK GUST, H 8 THICK O ROOF SHEATHING WITH 8tl COMMON ROOF SHEATHING wTH Bd COMMON NAILS, REQUIRES 3” oc. ON PANEL NAILS, REQUIRES 3" oc. IN FIELD. O „ EDGES. 11 n I, 11 II It II W 1 M Y Y Y Y 3 i 61 ! O O � 1a � �I1�., A PI PI i I 1 O O O ' NA141NG REQUIREMENT FOR THE NAILING REQUIREMENT FOR THE �r•µ�� < � ^ � � CASE DY RODE— 120 MPH, CASE STUDY ROOF— 120 MPH, ,,33--SEC PEAK OUST, 1/2" THICK 3—SEC PEAK GUST, 1/21i THICK O 2 R0; ,SHEATHING WTH Sd COMMON ROOF SHEATHING WITH 8d COMMON NAILS, REQUIRES 3" x, ON PANEL NAILS, REQUIRES 4" oc. IN FIELD. rI 1 I + Il H H IR M III M HIII NII H 1 Y W M IWI 14 IN Id IN W IN A 3 O O VERIFY 3 ADtMCItS k k N k H I CO ' rTl 11 11 II II II II II _ II It II It ,IBit"1W —s I V MT' . DNECIIDI1'F aY 49 , ROOF �I-TEATHING � G D E YY � � � NAILING SCHEDULE �a} ROOF PLAN r t�O SUBSTITUTIONS R¢(JF "P'AFdtk d ALL PLYWOOD SHEATHING IS TO STAGGER SHEATHING NOTES: MAP{ S��Mry {71t1�rt " FLOOR JOINTS AND TOP PLATE TO GABLE ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION � � k8F TAFh " 1 r J All f{ .QMing -hpt dware shown on these plans, STUDS. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ;unless otherwise Indicated, is Simpson Strong-Tie, © COPYRIGHT 2003 EAST END DRAFTING & DESIGN roved or. a, t ALL PLYWOOD IS TO BE NAILED TO TOP (1) SHEATHING ro BE NAILED To CCA SILL kt�a su#� wtutlbms are ',app U horized. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEq PLATES UNDER RAFTER TAILS. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM UNDER FEDERAL COPYRIGHT LAW. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES PLANS MAY NOT BE' REPRDDUCED WITHOUT JUIe ' to the r`elatlori'shl{as . Of framing hardware 't0 (4) SHEATHING TO BE NAILED TO TOP PLATE WRITTEN AUTHORIZATION. „'t) the other components of the structure, any framing ALL PLYWOOD IS TO BE RUN CONTINUOUSLY ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF haT^dw6re sulostitutions will render these plans AND WINDOWS ARE TO BE CUT OUT AFTER EAST END DRAFTING & DESIGN, THE RIGHT TO BUILD �' .. LD ONLY ONE STR • I",. . 'Vold" „ 'I•( STRUCTURE FROM THESE null artgi and WI result in the installer/Contractor SHEATHING IS COMPLETED, JUST PRIOR TO 4s$w>jin responsibility for the design and INSTALLATION OF WINDOWS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. perfirr ranee of the entire system, 22 Accap anm of hese dmwwgaaoea not auW�u yP dgNw1wSdw Wom lye Nl4o Vatku afloed Save nygiga�leA pqb Suffolk County Dept of Health Somiceq Town Buiiding,DgMmpI DEC.FWA,eto, Vcdfy ILK conglBeiy, gl,',p'I= I y r+ requirements with such agtgeiea prim mconalru&oo. -