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HomeMy WebLinkAbout31545-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31414 THIS CERTIFIES that the building NEW DWELLING Date: 01/25/06 Location of Property: 1470 GRANDVIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 14 Block 2 Lot 3.15 Subdivision Filed Map No. Lot NO_ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 20, 2005 pursuant to which Building Permit No. 31545-Z dated OCTOBER 20, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & COVERED PORCHES AS APPLIED FOR. The certificate is issued to DAVID & LISA MC ELROY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0095 01/24/06 ELECTRICAL CERTIFICATE NO. 2019543 04/18/05 PLUMBERS CERTIFICATION DATED 01/20/06 VINCENT SALAMINA ///'A/ho r'zed Shgnature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 A^ APPLICATION FOR CERTIFICATE OF OCCUPANCY 4 22 AA This application must be filled in by typewriter or ink and submitted to the Building Department with a4y3, Saving: A. For new building or new use: -; D 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Location of Property: /'(7 0 (AA-tjo V le House No. Street Owner or Owners of Property: Date. c"'rL 106 (check one) Hamlet Suffolk County Tax Map No 1000, Section Block bO O 2� Lot 003. bt.7 Subdivision Permit No. ���7� Date of Permit. Health Dept. Approval: Planning Board Approval: yt; Request for: Temporary Certificate Fee Submitted: $ �S , 6�v .69wo CQ,2_31yIq Filed Map. DMLot: / n I_ Applicant: (YKI JI /71Ck lkWl/✓L 6, Underwriters Approval:I ) YerS Final Certificate: (check one) Applicant Signatur O r1rJ�r�iJ�r.PrPrJ�rJc.frJ�cPc.fr.PrJ�rJ@PrJ�r�rJc.nrJ�cPctcPr�rJ�rJ'rJ��PrJ�rJ�cPcPtPtlrPcJ'rJ�rJ�cP r�cP U_�rJ�rJ�rJ�rPcJ�rJdJ'c1'rJ�rJ�rJ@PrJ�r.PrJ� O 5 BY THIS CERTIFICATE OF COMPLIANCE THE: 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 100313 c5 r] CERTIFIES THAT Upon the application of upon premises owned b 5 5 390 OPERATING CORP. GRAND PARK HOLDING CORP 5 1555 LOCUST AVE. P.O. BOX 2C6 5 SUITE D ORIENT, NY 11957 5 5 BOHEMIA, NY 11716-2162, 5 5 5 r5 d Locateat 1470 GRANDVIEW DRIVE ORIENT POINT, NY 11957 5 55 Application Number: 2019543 Certificate Number: 2019543 5 eS Section: Block: Lot: Building Permit: l3DC: 274662 nsl1 5 5 5 Described as a occupancy, wherein the premisese ,a tfical system consisting of 5 �5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, 5 5 A visual inspection of the electrical system, limited to electrical devices and wiring to the detailed 5 premises extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 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 Rt6mpliance theAwgh29R�he Day of Name QTY Rate Eating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoeide 5 5 Sensor 10 0 Smoke 5 SAppliances 5 and Accessories Furnace 1 0 Oil 5 5 C5, Exhaust Fan 5 0 F.H.P. 5 5 Dish Washer 1 0 1.2 KW 5 5 Cooking Deck 1 0 30 Amps S r5 Oven 2 0 8.2 KW Hydro Massage Tub (Therapeutic 2 0 55 , NJ Wiring and Devices 5 Outlet 110 0 Fixture 5 5 rj Fixture 110 0 Incandescent Outlet 155 0 General Purpose 5 5 Receptacle 88 0 General Purpose 5 Switch 107 0 General Purpese 1 5 Disconnect 3 0 60 amp Air Conditioner seal ,Ml M 55 5 Arc Fault Circuit Interrupter 4 0 15 amp �5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S o L�ss�L�r3Pffl I BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 390 OPERATING CORP. GRAND PARK HOLDING CORP 1555 LOCUST AVE. P.O. BOX 206 SUITE D ORIENT, NY 11957 BOHEMIA, NY 11716-2162, Located at 1470 GRANDVIEW DRIVE ORIENT POINT. NY 11957 Application Number: 2019543 Certificate Number: 2019543 Section: Block: Lot: Building Permit: 274662 BDC: nsl1 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be Mompliance theWfi'Rhe Day of Name QTY Rate Rating Circuit Type Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer Paddle Fan 6 0 Receptacle 10 0 GFCI Service 1 Phase 3W Service Rating 300 Amperes Service Disconnect: 2 1501 eb Meters: 1 sea/ 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 h�o�OgUFFO(,�co N : W • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 3 /� b Owner: 114 0 16 C & C} (Please print) Plumber: �11 n/c P6lt�-z'dMW- (Please print) lead. Fax (631) 765-9502 Telephone (631) 765-1802 i Date: I certify that the solder used in the water supply system contains less than 2/10 of 1 % v (Plumbers Signature) Swol 1 t before me this day o� _. , 20-�L `^ I LYNDA M BOHN NOTARY� v 140.018 80209 State of Nary York N0.01SOOo2p932,Suffolk Count Tartu Expires Alaroh a, � y Notary Public County 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. 31545 Z Date OCTOBER 20, 2005 Permission is hereby granted to: DAVID & LISA MC ELROY P.O. BOX 206 ORIENT „ NY 11957 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AND COVERED PORCHES AS APPLIED FOR. (THIS REPLACES BP 429106-Z at premises located at 1470 GRANDVIEW DR ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 003.015 pursuant to application dated OCTOBER 20, 2005 and approved by the Building Inspector to expire on APRIL 20, 2007. Fee $ 2,016.90 C-. / Author' ed Slignature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] IN LATION ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION n DATE - ®� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL - [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR �q/0(,-t 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROING H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE C INSPECTOR �qfc6�- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ) R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE I 1 /1 1 "r Z" INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE`/0 INSPECTOR �'j l o (Q 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FQUNDATION 2ND [ ] INSULATION [ /FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: AT- 2 k ( G1, -p 5 ofT aVF ee's, C . 'j, VIA^ 64AJ I�JcaT s '�rFloot 4 -,AAL VzA,L cbvz4j�oL c u �1 V t�'�" (1�.1•ts t"LSS JK 'CJS • (C , �-1 DATE $ L a a INSPECTOR l `� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE INSPECTOR 4 M-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ 3 Examined S 120 Approved t 20 Disapproved a/c Expiration r 20_ BUILDING PERMIT APPLICATION CHECKLIST 315 PERMIT NO.—!>� Building Inspector Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Septic Form N.Y.S.D.E.C. Contact: Mail APPLICATION FOR BUILDING PERMIT Date �� 20 Oo _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in inlc 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. 69"&K AffirfN4 CW (Signature of applicant or name, if a corporation) P / o. OSA Lk AlI (Mailing add as of app] cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If (Name 4hid title of Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. on the tax roll or latest deed) duly authorized officer 1. Location of land on which proposed work House Number Street done: Hamlet County Tax Map No. 1000 t ection 01 `f Block O Lot_ Subdivision �eL) IIJ g,S Filed Map No. 0 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy rlblyl b. Intended use and 3. Nature of work (check which applicable): New Building_ __Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost 3s �� 6 0 O 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. ! Dimensions of existing structures, if any: Front W/I Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front A Rear Depth 'w" —Height J971- Number of Stories 8. Dimensions of entire new construction: Front ?q, , Rear ! Q � Depth l r Height 3 D" Number of Stories '_ 9. Size of lot: // km 10. Date of Purchase_/01_Name of Former Owner Nvo to i�gtrS'r 11. Zone or use district in which premises are situated `i!' Z5 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO—I)c 13. Will lot be re -graded? YESAL NO Will excess fill be removed from premises? YES 14. Names of Owner Name of Architec NO Name of Contractor Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES—X—NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) U wcet n!/1 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ontractor 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 _ L 20 Od-J tine_ J, C NotPublic Nrtary 6'rlhliq Statoof NpwYorh .._7 0 'b Sign ure of Applicant New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 'Phone: (631) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us v Erin M. Crotty Commissioner David McElroy, President November 27, 2002 Grandpark Holding Corp. P.O. Box 1431 12700 Main Rd. Mattituck, N.Y. 11952 RE: 1-4738-03114 / 00001 f Grandpark Holding Corp. Property ^____ --- Orient, Town of Southold SCT�000-14-2-3.15 Dear Mr. McElroy: The Department of Environmental Conservation has completed a review of your recent jurisdictional inquiry under the Tidal Wetlands Act for a proposal to construct a new single family dwelling with septic system and driveway on a parcel fronting on Long Island Sound as shown on the enclosed survey by Stanley J. Isaksen, JR., L.S. dated December 27, 1999 and last revised October 1, 2002. Based on the information you have submitted, we have determined that the project is located landward of the topographic crest of a bluff which exceeds ten feet above mean sea level and is therefore outside the area regulated by this Department under the Tidal Wetlands Act and the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661). Therefore, in accordance with Part 661, no permit is required under the Tidal Wetlands Act for the project depicted on the referenced plan. Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary (the crest of the bluff) 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 an 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 responsibility of obtaining any necessary permits or approvals from other agencies. I can be reached at (631) 444-0371 if you have any questions or need to discuss this determination. Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: D:\Program Files\Check\MECcheck\JOB NO. 02-125 GRAND PARK CORP.cck TITLE: N.Y.S. ENERGY CODE COMPLIANCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 01/13/03 DATE OF PLANS: SEPTEMBER 3,2002 PROJECT INFORMATION: PROPOSED 2 STORY RESIDENCE @ LOT 11 IN SUBDIVISION MAP OF GRAND VIEW ESTATES NIS OF GRAND VIEW DRIVE, ORIENT, NEW YORK 11957 COMPANY INFORMATION: GRAND PARK HOLDING CORP. 12700 MAIN ROAD P.O. BOX 1431 MATTITUCK, NEW YORK 11952 (631)495-3391 NOTES: PREPARED BY: BRIAN A. FISHER, ARCHITECT TOWN OF SOUTHOLD SUFFOLK COUNTY S.C.T.M.# 1000-014-02-03.15 COMPLIANCE: Passes Maximum UA = 568 Your Home = 327 42.4% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 3873 21.3 21.3 89 Wall 1: Wood Frame, 16" o.c. 2078 21.3 21.3 55 Window 1: Wood Frame, Double Pane with Low -E 260 0.295 77 Door 1: Solid 105 0.200 21 Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 3873 21.3 21.3 85 Boiler 1: Other (Exept Gas -Fired Steam), 80 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/hc and professional judgment, ,suuch plans or specifications are in compliance with this C/o�d�e�. N Az FISHERARMECT Builder/Designer 13 D'�,q /\/D THIS DA TE_ SOUND i \ H S 43` 07' 1p„— �0 130.0 , N i 24�— B8�i0 OF SLOPE --29_ \ �t8 p N TOP OF 6L \ \ -�2 \3 OAS TAL `3 ER4�OIV —34— �AZD L/VE %-4 LOT 10 D pl?0"oSE10ESSPOOL Ii �ANac1d �, _ PR� P 7S PRCPCSED,`< �.' ;EPEC /r_i\ I� PANK \ 3I 2� PROPOSED f. ca d- 4 BEDROOM/ �I WOOD FRAME T. RES PROP. \ 3 CAR PROP. 25' ' DRI VE A Y \ 30 ----_- 4- 24- -22-- /V -24--22-- /2 43' 00, 11— - CURB ( MOUNTABLE- 1 ' 0' b" DD LINGINEER'�, CERTiF CATION REQ IRIU FOR IN$TALI-ATION AND CONSTRUCTION OPSewA4F Yjr6p,., FOR FINAL APPROVAL. IN LOT 12 RESIDENCE SURVEY OF LOT 11 IN SUBDIVISION MAP OF GRAND VIEW ESTATES SI TUATE ORIEN T, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR GRANDPARK HOLDING CORP. CE-5,DFOOL sc uo.ry s�NDr eau a � 5 Hohn R } P Oho 0 r• Pe,[.noxrr rwc 32 30 -O 26 _ 24 r (3') 22 ff za ` DIE 136.11 T �V 1200 GAL. SEPTIC TANK & FIRST FL EL. 37 TWO 12' DEEP 6005F SIDE WALL POOLS & ONE EXPANSION POOL 7200 GAL. -) I II SEPTIC TANK SAND & GRAVEL 'AT I�NINF1=E'F?TIG\i RECjU!".0 Y HEALTF-I CCPARTMIENT T LAPIRES THME YEARS FROM DATE OF APPROVAL SURVEYED 27 DECEMBER, 1999 SCALE 1-=40" AREA= 40,650 SF OR 0.9332 ACRES ELEVATIONS ARE IN 7929NVGD BM U325-1943 EL. 8.28 TM 1000-014-02-D.3:T4l? a31:5- / " FM # 7083 FILED JUN 8, 1982 1j,4o ZONED R40 GUARANTEED TO GRANDPARK HOLDING CORP. TIDALWAVES ABSTRACT CO. 3' COLLAR OF SAND & GRAVEL TYR 1 SAND 31 &UA GRA VE, GROUND WATER EL 72.0 PCMOVF 4 V'5UIT45E V47,IelALU AN L LVAT I, Cl 24. II1TH S41\10& GRAVEL d u0E" A 3- 0" COLLAR OF & GPAVE 44VONO BOH I E �xING POOLS TSr it E DATA .re y'eo _rnsrvwano sow II c. 631-765-29?4 rD roANss sAND sW AND Dr s.r 4L WIER M..DNN sa. AND sANDr sr r n W, R. M BflONN iWE TO C61PY UNO sW NOTE: 1. 21 JUNE, 2001 REVISE SANITARTY TO i CESSPOOL W/ SAND TO EL. -30 BOTTOM. 2. 27 MARCH, 2002 REVISE PROP. FOOTPRINT & LOC. 3. 23 APRIL, 2002 REVISE WELL & SANITARY LOC, 4, 17 JUNE, 2002 REVISE SANITARY O 73 D 7 z � v � z D 0 -< < m O � C z 73 0 GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY' IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSPTU➢ONS OR SUBSEQUENT UNAUTHORIZED ALTERATION OR AODIAON TO ;415 SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NE l SUFFOLK NY 17 631'— 734–,58.#5 LICE ED LAN VEYOR NYS lC. NO. 4117,3 JUL Q -77 r::0'✓FI7 4+� FOR MAXIMUM OF BE OOMS v LAPIRES THME YEARS FROM DATE OF APPROVAL SURVEYED 27 DECEMBER, 1999 SCALE 1-=40" AREA= 40,650 SF OR 0.9332 ACRES ELEVATIONS ARE IN 7929NVGD BM U325-1943 EL. 8.28 TM 1000-014-02-D.3:T4l? a31:5- / " FM # 7083 FILED JUN 8, 1982 1j,4o ZONED R40 GUARANTEED TO GRANDPARK HOLDING CORP. TIDALWAVES ABSTRACT CO. 3' COLLAR OF SAND & GRAVEL TYR 1 SAND 31 &UA GRA VE, GROUND WATER EL 72.0 PCMOVF 4 V'5UIT45E V47,IelALU AN L LVAT I, Cl 24. II1TH S41\10& GRAVEL d u0E" A 3- 0" COLLAR OF & GPAVE 44VONO BOH I E �xING POOLS TSr it E DATA .re y'eo _rnsrvwano sow II c. 631-765-29?4 rD roANss sAND sW AND Dr s.r 4L WIER M..DNN sa. AND sANDr sr r n W, R. M BflONN iWE TO C61PY UNO sW NOTE: 1. 21 JUNE, 2001 REVISE SANITARTY TO i CESSPOOL W/ SAND TO EL. -30 BOTTOM. 2. 27 MARCH, 2002 REVISE PROP. FOOTPRINT & LOC. 3. 23 APRIL, 2002 REVISE WELL & SANITARY LOC, 4, 17 JUNE, 2002 REVISE SANITARY O 73 D 7 z � v � z D 0 -< < m O � C z 73 0 GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY' IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSPTU➢ONS OR SUBSEQUENT UNAUTHORIZED ALTERATION OR AODIAON TO ;415 SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NE l SUFFOLK NY 17 631'— 734–,58.#5 LICE ED LAN VEYOR NYS lC. NO. 4117,3 LOT GUARANTEES INDICATED HERE ONLY TO THE PERSON FOR Nn_... 15 PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INS➢TUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUFONS OR SUBSEQUENT OWNERS. dol �,-f ANG ISLAND SOlrArM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION OF SECTION 7209 OF THE FEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Fklsi 7083 SURVEY OF DATE FILED JUNE 8, 1982 LOT 7 1 IN Tr,# 1000-014-02-03.15 SUBDIVISON MAP OF GRAND VIEW ESTATES SITUATE ORIENT, TOWN OF SOUTHOLD 7 ?nn SUFFOLK COUNTY, N.Y. SURVEYED FOR: GRANDPARK HOLDING COMPANY -LL gANTEED TO: G,4ANDF'4RK HOLDING CORP. TDaL'&'AVES ABSTRACT CO. 1, 10 OCT 03 LOCATE POURED CONC. FOUNDATION & WELLS V SURVEYED: 27 DECEMBER 1999 SCALE 1"= 40' AREA = 40,650 S.F. OR 0.9332 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK. N.Y. 17 6 631 —7 4-5835 �-A/ I ___ ENSED LAND SUR EYOR NYS Lic. No. 49273 (I,-,n^o L0 LOT 70 GUARANTEES INDICATED HEREON SHALL RUN ONLYTO THE PERSON FORWHOM THE SURVEY IS PREPARED, AND ONHIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IFLISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEYISA NOLA7SONOFSEOTION7M9OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEYMAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT SE CONSIDERED TO BEA VALID TRUE COPY co N ISLAND S 43°07'70'E " 1 N PROPOSED STAIRS 130,00- '_ 6 10 BOTTOM OF SLOPE � 12 '22 10 24 26 JO ti � FOp OF 3I SCOPE LEACHING POOLS (2) f w'0328.0 SQUIE ENIRV SIfGS Z N 10. wlpE EA 43.0 p GIA n j SEPTIC TANK ,., 32.b— Two R �ENCEY 32.1' 2.9 ORIVEWPY AR "RU, V. TV 165.00 I LOT 12 1383 SURVEY OF -"I7 - )LE DA'E AILED JUNE 8, 1982 LOT 1 1 IN -1,,y loon—o14—c2—o3.1s SUBDIVISION MAP OF GRAND VIEW ESTATES SITUATE ORIENT, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: DAVID McELROY RESIDENCE Onnxa f"ls"I,cmry ccssvool l l� F=2p' 39.2 TIE=136.11' SURVEYED27 DECEMBER 1999 SCALE 1"= 40' AREA = 40,695 S.F. OR 0.933 ACRES SURVEYED BY STANLEY' J. ISAKSEN, JR. P.O. E30X 294 NEW SUFFOLK. N.Y. 71956 631-734--5835 4 Lic. 'No. 4 8. 3 JAN 06 ADD DIST TO WELL FROM HOUSE. 7, 4 JUNE 05 ADD GUARANTEE. 6. 30 MAY 05 NAME TO DAVID McELROY. 5. 22 MAR 05 ADD TORO ON BLUFF, PROPOSED STAIRS. 0 4_ 14 MAR 05 FINAL SURVEY, ctL 3. 7 MAR OS SHOW SEPTIC TANK & LEACHING POOLS IN PLACE. 4A'ES ABSTRACT Co. A5 I 4n1 HC ME MORTGAGE, INC. 2. 18 NOV 03 SHOW EASEMENT FOR WATER SVC, TO LOT #10, 1. 10 OCT 03 LOCATE POURED CONC. FOUNDATION & WELLS RESIDENCE Onnxa f"ls"I,cmry ccssvool l l� F=2p' 39.2 TIE=136.11' SURVEYED27 DECEMBER 1999 SCALE 1"= 40' AREA = 40,695 S.F. OR 0.933 ACRES SURVEYED BY STANLEY' J. ISAKSEN, JR. P.O. E30X 294 NEW SUFFOLK. N.Y. 71956 631-734--5835 4 Lic. 'No. 4 I'LUMBERCER77FICAT•ION 00, EDASf10TED + i C,INLEAD �(3AIZE�V�CfICIRE DA' s B.P. �T I'�TIFhCC,nI� ';I Ct, S V I4r'. (TQLD V lF I t frF I( f�lr� !iPF('' Y DQENT AT0 I +765.1604 9 AM TO 4 PM FOR THE It�{CEF, ' FOLLOWING INSPECTIONS: FOUNDATION T0 OUIIRED TL TEMED¢i +INStl 11 i'1'.IIIi'§E OMPLETE FOR C.O. I PLUMBING 1� I 1�' LL CONSTRUCTION SHALL MEET AL SING WASTE REQUIREMENTS OF THE N.Y. 6,�I�ALTUEMR LINES NEED AYECONSTRUCTION Ii ENERGY.,1Y,TESTIBEFORE COVERING ,,Ii..I I�IIjr: 'p'OpDIEGLS+.OR CO RESPONSIBLE FOR OR CONSTRUCTION ERRORS ,1 '{•,,It .I 2-1 la II w L.V.L. �L I I I 11 LV. L. '•?'al II T' '---'Uoiats Iin.rotfRc---. 1 , rtoory,,Jairs R- I11'flrhq,'N .'� c 14"Q.c ' pIN�I;.W.u,i sflnru PRI '�. r,j1")r : 1H0.0URpH LT ED DEVICES AS T(? 'ART 9n?.F(K) F w P rAeurl�— TTO�'� N,Y. STATE BUILDING CODE. SIDE �(IEW rip wL. DO NOT PROCEED WITH �". ; �^I� 4,1. 31�n `Y aTCOLL. PIPE FRAMING UNTIL SURVEY �" MAP WIA ERI I_ ' OF FOUNDATION LOCATION ¢ " �' HAS BEEN APPROVED. 4' yw•ve� ,Q "�' +� �II /'LrC r6R COL . o ELEVATE HEATING APPLIANCES 18" AS REQUIRED BY PART. 117.3 (0) (4) OF i. >r,;a`.%/ e. u 2 Iii, \ •y V. STATE BUILDING CODE, �'•" /; '•, r •� , '• moi/ PROVIDE 3/+ MR. FIPE o,. . 1 1 • �.4' - -1 ro- RATED SEPARATION TO wr •4 rs w<. PART. 717.3 (f) (1) OF .Y. STATE BUILDING CODE. PI'I?I°fi: I OPQ17NCS FOR IIT rnro, used EN,PC',I NCY FIXAPE AS 1�. r UNDER`N"niTERSCERTIFICATE REQUIRED BY PART. 714 OF yy REQUIRED N.Y. STATE BUILDING CODE. r 1 UAU R .. a"colt. va" r Ai.�O •xr- JT. ROVIDE SMOKE -DETECTING ALARM DEVICES AS TO PART. 721.1 N.Y.S BUILDING CODE. 'y��r_ {:,.; ;, , ;;r.•, OCCUPANCY ORS`\ '; j �a ..P. .. Wt T.' IS UNLADIFUC\\, 6��7sV-sf IIT CERTIFICAr�' i; , ' OF OCCUPANCY ` .•'s,. '%`,' .� ` ' � ,< v IT ♦ 1 � /. le" I � I• q. Ili i�I r ' I1 , 1 , -In 4�Y�.. 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DATE: 12.26.00 SCALE: NORTH ARROW AS NOTED " JOBNO, C12"12 5-j DRAWING NO."IJ' " II°.. r L60F 1, MP,2 �6AtH I T06P• 51{0CIO n D VEiJTTH¢QogH II RWP, T PICAL ? 21ImvEH�;) F - -I- - _f BItIt���j I �12a- I LAS Ic r �I IWG •TrJl3 ' \ I I c l l •311yj �I I fnv�l LAV, I C l rli'� c13"� WA c -D l'\ t-4 TPS(_ '� r 4n GLE Nil oU1 `c. o.) R'I`JE)L ff 1 _ ._ I 4ow?EjL RaoT� V-1TGIk it LnJ II I VES I'li L__7 'any DIN-- I M I'14'� n 4 I�L)SET t'iJ a xA LE 311 Q = SMOKE DETECTOR AT LEAST ONE SINGLE STATION SMOKE -DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTIONS 721.1 & 1060.10 OF THE N,Y.S.U.F.P.B.C. BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL, LOCATED ON OR NEAR THE CEILING, INSULATION NOTES• MINIMUM REQUIREMENTS TO BE PROVIDED. FIRST FLOOR R-19 BATT [6"] EXTERIOR WALLS R-13 BATT [3.5"] ROOF / CEILING R-19 BATT [6"] [TQT_E,' LAMINATED VENEER LUMBER [LVL] MEMBERS TO BE 1.9E MICROLLAM TO BE MANUFACTURED BY TRUE JOIST MacMILLAN (TJM).ALL BUILT-UP LVL MULTIPLE MEMBERS TO BE JOINED USING "NAILED CONNECTION" METHOD, TWO ROWS OF 16d COMMON WIRE NAILS 012" ON CENTER. MINIMUM BEARING - 3'• EACH END. REFER TO MFG. SPECIFICATIONS FOR COMPLETE DETAILS. BEAM TO BEAM CONNECTION L6 See current IRIS Joist MacMillan literature for froming connectors 1CTEA0L ?)diwi,1cI WRL. TfPE5Ii AIR IrILET wl �EE�MEU r-ovEl[ FIT.1150 C IIAUE TO NppvwuJ) `)ANLTiNq SEgiTC_ ��STEi'1 11 ENERGY COOF NOTES 1. THESE PLANS ARE IN STRICT CONFORMANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCION CODE DATED MARCH 1, 1991 FOR RESIDENTIAL BUILDINGS THREE STORIES OR LESS IN HEIGHT. PART 6-BUILOING DESIGN BY TH RMAI RATING METHOD. r 2. FOR SLAB ON GRADE CONSTRUCTION PROVIDE PERIMITER RIGID INSULATION R-10 MINIMUM 24" LONG. PLACED VERTICALLY OR HORIZONTALLY. 3. ALL WATER PIPES IN UNHEATED SPACES TO BE INSULATED WITH 1' INSULATION FOR PIPING 1' OR LESS, AND 1)S' INSULATION FOR PIPING LY." TO 2$" DIA. 4. FIREPLACES SHALL HAVE A BUILDING PERMIT SEPARATE FROM THE "BUILDING" BUILDING PERMIT AS PER NYSUFPBC. 5. FIREPLACES TO BE EQUIPPED WITH FIRE -RATED DOORS,TIGHT DAMPER VENTING AND DAMPEREO COMBUSTION AIR VENTED FROM THE EXTEPOR (150 TO 200 CFM MINIMUM) 6 TEMPERATURE CONTROLS MAY NOT EXCEED 72'F FOR HEATING AND 78'F FOR COOLING, 7. U -FACTOR FOR GLASS -GLAZING MAY NOT EXCEED 0.58, 8, U -FACTOR FOR EXTERIOR DOORS MAY NOT EXCEED 0.40, 9. ALL WINDOWS. DOORS, SILLS, OPENINGS, ETC. SHALL BE ADEQUATELY CAULKED, SEALED AND WEATHERSTRIPPED, 10. ALL WINDOWS AND DOORS TO BE EITHER OF THE INSULATED TYPE OR PROVIDE STORMS IMPORTANT NOTES I, THE RECORD ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR PROJECT SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE [NWSUFPBC], LOCAL CODES AND ORDINANCES HAVING JURISDICTION. 3. NO WORK 70 COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE. COLLAPSES, DISTORTIONS, AND DISALIGNMENT ACCORDING 10 ALL APPLICABLE CODES. STANDARDS, GOOD CONSTRUCTION PRACTICES. 5 THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE WORK NOT CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS PERSONAL SUPERVISION, SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL THERMAL RATING IS ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES WITH N.Y.S. ENERGY CODE. TOTAL THERMAL RATING UENERAL NOT 1. Al M L DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT 4. ALL CONCRETE STRENGTH [Fc] TO BE 2,500P.S.1 MIN. 028 DAYS B. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN SOIL AT MIN BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF S-0' COVER, S. ALL WOOD FRAMING, INCLUDING;COLUMNS.POSTS,GIRDERS,BEAMS. JOISTS,STUDS ETC TO BE HEM FIR No.l OR BETTER WITH! Fb= 1,200 PSI SINGULAR Fb- 1,400 PSI REPETITIVE 7. STRUCTURAL STEEL TO BE ASTM A38,DETAILED, FABRICATED AND ERECTED AS PER AI.S.C. B, WOOD SILLS TO BE 2-2"X6" CCA OR WOLMANIZED ANCHORED WITH $" DIAMETER x 12' LONG ANCHOR BOLTS 0 BFT. ON CENTER & TWO BOLTS PER LENGTH 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"X4" POSTS UNLESS OTHERWISE NOTED [U.O.N.]. 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME 11. BRIDGING TO BE EITHER FULL DEPTH 2'X SOLID OR 1'•0' OR 18 GAUGE CROSS SRIDGING.O MID -SPAN OF FRAMING BAY AND NOT EXCEEDING 8'-0" ON CENTER, 12, ALL HEADERS TO BE 2-2'X8"UNLESS OTHERWISE NOTED, 13 THE 10P AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE THAN 2 INCHES 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS, 15. ALL WOOD FRAMING ANCHORS FOR BEAMS.JOISTS,RAFTERS,ETOTO BE 18 GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLLIERS,WV (800-638-8989) OR SIMPSON STRONG -TIE CO PLEASANTON CA. (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS, 16. FOR 4" POURED CONCRETE SLAB PROVIDE 6"X6" 10-109a. W.W.M OVER 8 MIL. POLYETHYLENE VAPOR BARRIER ON e' WELL COMPACTED SAND AND GRAVEL FILL. 17, ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 2-/5 CONTINUOUS REINFORCING RODS. 18. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING RITUMINOUS PLASTIC CEMENT, 19, GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS, MAXIMUM SLOPE O 3:1, 20. FIREPLACE FOOTINGS SHALL EXTEND 8" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12" THICK, 21. PROVIDE COMBUSTION AIR VENTS AS PER N.Y.S. ENERGY CODE. 22. AT LEAST ONE SINGLE STATION SMOKE -DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTIONS 721.1 & 1060.10 OF THE N Y.S.U.F.P.B.C, BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL. LOCATED ON OR NEAR THE CEILING 23. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY EXITS. MINIMUM OPERABLE AREA- 4 SQUARE FEET WITH A MINIMUM CLEAR OPENING OF 18 INCHES AND MAXIMUM SILL HEIGHT OF 3'-6' ABOVE FLOOR AT ABOVE GRADE LOCATIONS, AND MAXIMUM 4' -6 - FOR BELOW GRADE LOCATIONS (BASEMENTS.CELLARS). 24. MINIMUM AREA OF GLASS AND VENTILATION FOR BEDROOMS SHALL BE 8% OF FLOOR AREA FOR GLASS,AND 4E OF FLOOR AREA FOR VENTILATION 25. GLAZING IN DOORS, SHOWER DOORS & ENCLOSURES, ADJOINING DOORS AND BATHTUB DOORS AND ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, TRFAIED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVLEY THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED. SHATTERED OR BROKEN 26, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE [N.Y S U LP B.0 ] AND I7S ADOPTED GENERALLY ACCEPTED STANDARDS. 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. 28, HEATING AND COOLING DESIGN SHALL COMPLY WITH A S H, RAE 57ANDARDS 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE [NEC] SEP 0.5 2K QEF. oo -14 5 ��N I AREA U -VALUE RATING U5ED A ROOF/CEILING 3873 0.04 =_1A §�,T B. NET WALLS 2183 0.0470 + 22(j §_I C. GLAZING Q = C W WINDOW 260.0 029R -53 0 ¢--1 WINDOW 1%z Q Lj f LJ 1 SKYLIGHTS Z , M� W 1 ILTJ DI FLOORS 3E?3 0.047Q _14 QZ�,} D2 BASEMENT/CELLAR WALLS WALL PERIMETER -----FEET EXPOSURE ABOVE GRADE _____FEET WALL U -VALUE DEPTH OF WALL U -VALUE BELOW GRADE ____INCHES KLA ----- D3. SLAB INSULATION SLAB PERIMETER ----- FEET INSULATION R -VALUE ----- b[A ----- E. INFILTRATION CONTROL CONDITIONED FLOOR AREA ----- SOFT, N.A. --_-- F, SOUTH FACING GLAZING SOUTH GLASS/TOTAL CLASS ----- PERCENT GL. AREA/GROSS WALL AREA ----- PERCENT CONDITIONED FLOOR AREA _____SO FT. TOTAL THERMAL RATING UENERAL NOT 1. Al M L DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT 4. ALL CONCRETE STRENGTH [Fc] TO BE 2,500P.S.1 MIN. 028 DAYS B. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN SOIL AT MIN BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF S-0' COVER, S. ALL WOOD FRAMING, INCLUDING;COLUMNS.POSTS,GIRDERS,BEAMS. JOISTS,STUDS ETC TO BE HEM FIR No.l OR BETTER WITH! Fb= 1,200 PSI SINGULAR Fb- 1,400 PSI REPETITIVE 7. STRUCTURAL STEEL TO BE ASTM A38,DETAILED, FABRICATED AND ERECTED AS PER AI.S.C. B, WOOD SILLS TO BE 2-2"X6" CCA OR WOLMANIZED ANCHORED WITH $" DIAMETER x 12' LONG ANCHOR BOLTS 0 BFT. ON CENTER & TWO BOLTS PER LENGTH 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"X4" POSTS UNLESS OTHERWISE NOTED [U.O.N.]. 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME 11. BRIDGING TO BE EITHER FULL DEPTH 2'X SOLID OR 1'•0' OR 18 GAUGE CROSS SRIDGING.O MID -SPAN OF FRAMING BAY AND NOT EXCEEDING 8'-0" ON CENTER, 12, ALL HEADERS TO BE 2-2'X8"UNLESS OTHERWISE NOTED, 13 THE 10P AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE THAN 2 INCHES 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS, 15. ALL WOOD FRAMING ANCHORS FOR BEAMS.JOISTS,RAFTERS,ETOTO BE 18 GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLLIERS,WV (800-638-8989) OR SIMPSON STRONG -TIE CO PLEASANTON CA. (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS, 16. FOR 4" POURED CONCRETE SLAB PROVIDE 6"X6" 10-109a. W.W.M OVER 8 MIL. POLYETHYLENE VAPOR BARRIER ON e' WELL COMPACTED SAND AND GRAVEL FILL. 17, ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 2-/5 CONTINUOUS REINFORCING RODS. 18. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING RITUMINOUS PLASTIC CEMENT, 19, GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS, MAXIMUM SLOPE O 3:1, 20. FIREPLACE FOOTINGS SHALL EXTEND 8" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12" THICK, 21. PROVIDE COMBUSTION AIR VENTS AS PER N.Y.S. ENERGY CODE. 22. AT LEAST ONE SINGLE STATION SMOKE -DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTIONS 721.1 & 1060.10 OF THE N Y.S.U.F.P.B.C, BE PROVIDED OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL. LOCATED ON OR NEAR THE CEILING 23. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY EXITS. MINIMUM OPERABLE AREA- 4 SQUARE FEET WITH A MINIMUM CLEAR OPENING OF 18 INCHES AND MAXIMUM SILL HEIGHT OF 3'-6' ABOVE FLOOR AT ABOVE GRADE LOCATIONS, AND MAXIMUM 4' -6 - FOR BELOW GRADE LOCATIONS (BASEMENTS.CELLARS). 24. MINIMUM AREA OF GLASS AND VENTILATION FOR BEDROOMS SHALL BE 8% OF FLOOR AREA FOR GLASS,AND 4E OF FLOOR AREA FOR VENTILATION 25. GLAZING IN DOORS, SHOWER DOORS & ENCLOSURES, ADJOINING DOORS AND BATHTUB DOORS AND ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, TRFAIED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVLEY THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED. SHATTERED OR BROKEN 26, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE [N.Y S U LP B.0 ] AND I7S ADOPTED GENERALLY ACCEPTED STANDARDS. 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. 28, HEATING AND COOLING DESIGN SHALL COMPLY WITH A S H, RAE 57ANDARDS 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE [NEC] SEP 0.5 2K QEF. oo -14 5 ��N I ' 1 W to W o o L6 F J O O Q = C W Z � toQ s 1%z Q Lj f LJ 1 h Z , M� W 1 ILTJ r Q ISO V) IaL ^ r z1 �rr Cr IV XCa 00- t I (7 m •- O JL�Z 0CL00) } M MI W L22 to > NJY =�Z`7' O C,O0 a0U- d 4 ZZ I Z� (L ��� CDS F�DN' N O CI 0 V) O W rPLi_ 'p 0 H- idz d Q p Z Z U � IQ D 06-0z1U �a DATE: 12'2D •DD a SCALE: voRTH ARROW AS NOTED JOB NQ 02-125 !. DRAWING NO. 70F 11 Q U1 f O � J Q Q Lj f LJ 1 Z 1 ILTJ Q a� 0 V) DATE: 12'2D •DD a SCALE: voRTH ARROW AS NOTED JOB NQ 02-125 !. DRAWING NO. 70F 11 b r ffllIILel,; I �d� lit ld�lol� 2"<4, woof �gUDyld Ila"o,c, It" CD,( F.�,F!llrl: I'LrI I�oO 31{�a'jll �IFa — TYV$X NDV V164P o(�cjUhLI g"rK�o e0 c,Eo6R PEe��GTION NI EILC�7 noonp VVC w FLaT�- ,t nr +', Sdb FLpj e A6rH6LT I100r ONIGV�I�S — Q",Is" ;,nor 12r� j�r�C D, 17GLf± �4GdDE - --- l 'I, (lal•oovo boop MLVJ -- 12" PDu4p 60V ZBfE romogloo OaL- 24"•12" PoUIZEa Dgcgf� roolll1 - bltlluupo5 0 m 0 P.Icl (1%Lt* 1piLC ILIdl Ijk�,OL,�tI� ' IIII °il I. II I iIo 1 , 1I 4 1 I I I I I I � Ia�1�I NGL I I I I I I I I I I I I I I I I I I I j/ PONT "^L L / +2, sGYL I11 r 0 --�� _ — v r� - - I -0 1I ' o 'I I � i III �J II I�IiIIII' I Ilk III I� I I' CoLUr11J5 ��Tol-I t7 0 aTCQ�r{.1 HIEF 14toGx- �wr:,;. 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DATE: l7-•26.00 SCALE: C NORTHARROW AS NOTED JGBNG.; 02-125.-1 DRAWING NO. 80F 11 I Ali __AA (ft SEP 0.5 Zap % .. 5�CT101�1 �-� PeF,c�o-145 � 0 n W V 3�� o V� b U6 1_W— a= gZ as hzp m m gIcr �^ _� fl O� ��yQ 0, F (D (D m Y C81� _j 0 M F Y o 3� In S p Z Rt 7 0 K.0 Y m D 'o 3 Um ¢— r� wo'i �r N�oOvl� ii p In 0 �W LL O w Di Z Z X30 Iia a Ov ad .i - m o m N o O Q U t V) ` o Vi �FµED ^9C as oR ME LaT I I 9- -ca DRAWN BY: CHECKED BY: E.F,G, B.A.F. DATE: t2.2b•oo.. SCALE: NORTHARROW AS NOTED JOB NO. - 02-125 DRAWING NO. 910F w '11 0 r -1 �I I I I i l I 1p 0 a ,� II ; I I �n ��- vl Q Z 49 = i A, I V Y, ki 0I1 N xI ,� II ; I I � N ;; t: Q Z 49 = i Z� m°om ki d N I I I 1 I I I 1 , i I ; I I � N ;; t: Q Z 49 = i Z� m°om 1 r�! I 1 I I I 1 , i I ; I I � N ;; t: Q Z 49 = i ,I I I --- --------- - — — _ OPF_t.l . All I --- - --,-,._ii- ---- --- - - -I ------_--_ -- — - - - - - - -- -- -L-- I L; � I I �bRCH r---�•--- _4 V UPr C -P- LEVEL r-M&ME- WA.LLS I 2) -- --- -- LoWeM-LEVELVr3NEEhVib-LLS, �y) oUUBL6 Jo1st5 AI- ALL r°hRALLEL WtiLL6. SEP pd.&& SECQNIj-FL00Q VA,0 Rep, 00-145 n I o Hv � N ;; t: Q Z 49 = a Z� m°om m o) x� 4 C1m�� J N Z Z � of Y 9 a� �O � 0 Q Z q 0 y Of Y 6 �� � 0- z Z. X r O ce J 0 1° u oo �� 0-�o�l sn4no �.. �w 5 0 O> wa z z z O O ,Jf =) U 17 a N Z 00 U) O D Cy - 0 O _ O —i Q, L� J � LJ W a w Lo o t, z� pED ARC d 'r•�►• uti� oQ- f tiF lii+l LOT Il q -3-o2 DRAWN BY: CHECKED BY. ,-' B.A.P. DATE: 12-26-oo; SCALE: ':•I NORTH ARROW AS NOTED,»r�' � JOB NO. - ' 02-125-- DRAWING NO. 1 OOFj 0 A I . C 7 0 SEP 052002 SECOND FLOOR CE=ILING JOISS-,r:�E, 2-1 3/4" x 11 7/8" L.V.L. OR 1-3 1/2" x 11 7/8" L.V.L. L- 24" x 24" x 12" CONC. FTG. W/ 3#4 REBARS FA. WAY 1/2" 0 x 10" "L" ANCHOR BOLTS (2 PER COL,) 0 m v I 6'-5' 16•_6•• 3'-1" 15•_0" 11•_2" 3'-9" 5'-4" 3'-6" 4' PATIO V-4 10'-5" 12'-11" 7'-6" 7'-6" 4" CONC. SLAB 7'-3"7'-C" W/6.6.10.10 W.M. 4" SAND OVER TAMPED SOIL 12" CONC. & STEEL PIPE- M.O. FTG. O 8" - COLUMNS a 201 28 °J BLOCK WALL - 3,O 28 O -_ ��. ro JbISTS I VERANDA 4" CONC. SLAB a W/6.6.10.10 W.M. _� 4" SAND OVER T- , I IF TAMPED SOIL-- % - --- I1J L o - - - - STAIRS UP T _ _ / I i I JOISTS o i I I I I I I L.V.L. -lit ` 3 /2" x 1 7/ " - —r — Q --JOISTS -(i III _ _ _ <--JOISTS-D_I - IL.V. ! f ff �_^ _-- I I F I �i m L J L J GIRDE L.__I_� 11 -� ---�_ T---- ---y2P�6ai:� I �JOISTS��I� I x 2" x 10" FLOOR JTS. QIII (TYPICAL)I�I012" �I r7 IO �I _ I III 1r r" r 111 DOUBLE L� __- d -JOISTS Jr ,--- --- BELOW STAIRS IRS n _F Tfi JI z - rERESHOLD TO LL __ I� ___ ___ 11._6.._ Z�2., �9'-77"y BEI I�RABOVE N FLOOR �'• 13'-B" 12'-0' L.V.L. _ - _ _ _8„ 5'-4" ONC. STEP 115'-10"_ )� -- -- - --- --- -- - GARAGE 6-,,, H� Q— JOISTS - I I r� OR STEPS L lll L _ _ III— AS REQ'D 4 CONC. SLAB Q -JOISTS--> - - --- -___ ___ ul ___ L2"x10" FLOOR JOISTS rrclll - 28" x 28" x 12" CONC. 2'x11 FLOOR NT TS / ' W 6.6.10.10 W.M 16" ON °1 } N _ _ _ _ _ _ X11 FTG FOR 3 1/2'0 16_'_0_N CENT R 4" GRAVEL OR SAND 110 _ STEEL PIPE 1/2" EXP. JT. O PER I --- --- COLUMNS TYPICAL 3/4" DROP 'sl KEf JT, -- �'--- --- 3 1/2x11 7/8"L. L - 2'-0' CONC. APRON- - - -- __------ BASEMENT-ALLOW -- -_- ALLO\N FOR 172 OVHP DR-----"-� - 4 6.6.1CONCSLAB - m m W/6.6.10 10 W M. - /_ I II I 28" x 28" - iv in �4 MIL VAPOR BARRIE /• 'I.� 4" GRAVEL OR SAND CONC. FTG. ,11 / SI EEL PIPE 1/2" EXP. JT. -@ PE ALLOW FOR T - J 94 OVH. DR PORCH o 8" o' -s" o' -s" 8" 4" CONC. SLAB H W/6.610.70 W.M. 4" SAND OVER o TAMPED SOIL GONG. .1 o STEPS AS REQ'D 8'-2" 1'-9" 2'-0" 5'-4" 1-0�1 1• 2.. 1•-4.. I I - I I 15'_4•' 10'-8" 12•_10" 11'-1 " 8'-0'" 14'-1 u" 79'-0" — FOUNDATION /BASEMENT PLAN SCALE: 1/4" = V-0" ALL COLUMN FOOTINGS ARE 2'-4" x 2'-4" X V-0" DEEP c, m d z JOISTS HANGERS u7 rn W Um W 2" x 12 Q M �p FLOOR JOISTS J - . V N 6�1 16" D.C. CDL '—a N BENT R BOLTED Z_< (If THROUGH BEAMS O x — os 3Z�0 AND WELDED TO SIDE VIEW (n PIPE COL. o°� 3 1/2"0 STEEL �za�xn PIPE COLUMN 4 MIL VAPOR w BLANKET oN 1/2" EXPANSIO = Y<Z IL 4 " CONC MATERIAL O W 4" GRAVEL z � w') Z N� =z 0 N 00 z <L� Oz_ � Q � 0] ^ Z L- 24" x 24" x 12" CONC. FTG. W/ 3#4 REBARS FA. WAY 1/2" 0 x 10" "L" ANCHOR BOLTS (2 PER COL,) 0 m v I 6'-5' 16•_6•• 3'-1" 15•_0" 11•_2" 3'-9" 5'-4" 3'-6" 4' PATIO V-4 10'-5" 12'-11" 7'-6" 7'-6" 4" CONC. SLAB 7'-3"7'-C" W/6.6.10.10 W.M. 4" SAND OVER TAMPED SOIL 12" CONC. & STEEL PIPE- M.O. FTG. O 8" - COLUMNS a 201 28 °J BLOCK WALL - 3,O 28 O -_ ��. ro JbISTS I VERANDA 4" CONC. SLAB a W/6.6.10.10 W.M. _� 4" SAND OVER T- , I IF TAMPED SOIL-- % - --- I1J L o - - - - STAIRS UP T _ _ / I i I JOISTS o i I I I I I I L.V.L. -lit ` 3 /2" x 1 7/ " - —r — Q --JOISTS -(i III _ _ _ <--JOISTS-D_I - IL.V. ! f ff �_^ _-- I I F I �i m L J L J GIRDE L.__I_� 11 -� ---�_ T---- ---y2P�6ai:� I �JOISTS��I� I x 2" x 10" FLOOR JTS. QIII (TYPICAL)I�I012" �I r7 IO �I _ I III 1r r" r 111 DOUBLE L� __- d -JOISTS Jr ,--- --- BELOW STAIRS IRS n _F Tfi JI z - rERESHOLD TO LL __ I� ___ ___ 11._6.._ Z�2., �9'-77"y BEI I�RABOVE N FLOOR �'• 13'-B" 12'-0' L.V.L. _ - _ _ _8„ 5'-4" ONC. STEP 115'-10"_ )� -- -- - --- --- -- - GARAGE 6-,,, H� Q— JOISTS - I I r� OR STEPS L lll L _ _ III— AS REQ'D 4 CONC. SLAB Q -JOISTS--> - - --- -___ ___ ul ___ L2"x10" FLOOR JOISTS rrclll - 28" x 28" x 12" CONC. 2'x11 FLOOR NT TS / ' W 6.6.10.10 W.M 16" ON °1 } N _ _ _ _ _ _ X11 FTG FOR 3 1/2'0 16_'_0_N CENT R 4" GRAVEL OR SAND 110 _ STEEL PIPE 1/2" EXP. JT. O PER I --- --- COLUMNS TYPICAL 3/4" DROP 'sl KEf JT, -- �'--- --- 3 1/2x11 7/8"L. L - 2'-0' CONC. APRON- - - -- __------ BASEMENT-ALLOW -- -_- ALLO\N FOR 172 OVHP DR-----"-� - 4 6.6.1CONCSLAB - m m W/6.6.10 10 W M. - /_ I II I 28" x 28" - iv in �4 MIL VAPOR BARRIE /• 'I.� 4" GRAVEL OR SAND CONC. FTG. ,11 / SI EEL PIPE 1/2" EXP. JT. -@ PE ALLOW FOR T - J 94 OVH. DR PORCH o 8" o' -s" o' -s" 8" 4" CONC. SLAB H W/6.610.70 W.M. 4" SAND OVER o TAMPED SOIL GONG. .1 o STEPS AS REQ'D 8'-2" 1'-9" 2'-0" 5'-4" 1-0�1 1• 2.. 1•-4.. I I - I I 15'_4•' 10'-8" 12•_10" 11'-1 " 8'-0'" 14'-1 u" 79'-0" — FOUNDATION /BASEMENT PLAN SCALE: 1/4" = V-0" ALL COLUMN FOOTINGS ARE 2'-4" x 2'-4" X V-0" DEEP c, m d z u7 rn W Um W 0 U Q M �p w rn 0 J - . V N 6�1 CDL '—a N m Z_< (If U" O x — os 3Z�0 >a O07 YN (n W o°� z �za�xn LL �-0 w z oN <00 = Y<Z IL Q O W QQI_UJ z � w') Z N� =z 0 N 00 z <L� Oz_ � Q � 0] ^ Z m w 0 CD OOH O h z � 01- 0 m J) [L co 0 Q w >m Q Lv � < m NI-IZ NOTES: I. ALL BOOR JOISTS TO BE 2"-10" OR GREATER & A MAX SPACING OF 16" ON CENIFR 2. DBL. UP FLOOR JOISTS BELOW PARALLEL WALLS. (SEE SHEET ONE FOR LOCATION) -92004 REF: 00-145 LOT 11 10-21-03 DRAWN BY CHECKED BY. E.F.G. B.A.F. DATE. 12-28-00 SCALE. AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO. • OF13 � z 0 w 0 U w rn 0 J - . V N 6�1 CDL '—a N m Z_< (If O x — os 3Z�0 O07 YN z �za�xn OpO--'O O o u <00 Y<Z IL < oo, dZ�M }co 0mc m QQI_UJ � w') o =z Lli No- 2m Oz_ � Q � 0 N m z 0 CD OOH 0 h z W 01- U d [L co 0 Q Q I� I LLJ W n Q O m N I O 0 J L_ O Q 0 J v z O 0 LOT 11 10-21-03 DRAWN BY CHECKED BY. E.F.G. B.A.F. DATE. 12-28-00 SCALE. AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO. • OF13 3" STEEL PIPE COLUMNS 16'-6" 11'-106-14 13'-4 I d ¢ 4-w III 1-3 1 /2"x9 1/2" L.V.L. COVERED VERANDA ISI 4" CONC. SLAB I ' ® 10'-0" PLATE HT. - IIII iT-0., IF in I J � II - I N I o r I � I J N li CLEANOUT N I Illi/// .n I VI GARDEN DR. �I 5Qx8Q C.0_ (3) 40x70 FIXED SET ® 8'-0" 1 10'-0" CLG. HT FORM)DINING O1 20'-3" z 3 4"x9 1 2" L.V.L. VEG. SI FLUSH J Q ISLAND w RDEN FAMILY ROOM o 10'-0" CLG. HT. I ql6" O.C. V m STRU(CTU RAISED BF HEARTH ICK �p 42" 2"x10" C.J. - FIREPLACE ® 16" O.C. OPENING b GAS BAR- 4"x4" WOOD - STARTER HOUR RATED POST. TYP. a BAR m (4) 10"x80 B.F. � I I I I I I I I PORCH COMPACT REFRIG. FURR DOWN INTERIOR WALLS / BAR SINK TO 8'-0" 4" CONC. SLAB T BELOW STAIRS 5Qx8Q C.0_ 2Q 60 14 WATER - BREAKFAST ROOM 10'-0" CLG. HT FORM)DINING O1 _ o 3 4"x9 1 2" L.V.L. VEG. SI FLUSH N Q ISLAND x RDEN 1 3 /4"x I I /�j 21 x8 " C.J.\ < OR III I ql6" O.C. V m STRU(CTU 8"x8" FALSE '01 �p RIDGE BEAM LIVING ROOM : CATHEDRAL I CLG. ROU D SET 10'-6--- 12^I 12 (n z z rnEATI BAR- 14'_3,• ^ --- HOUR RATED I I I a REFRIG. I U I I I I I I I I I I PORCH w Z w 2Q 60 14 P WATER - BREAKFAST ROOM 10'-0" CLG. HT FORM)DINING O1 _ o 3 4"x9 1 2" L.V.L. VEG. SI FLUSH FLUSH BEAM — Q ISLAND x RDEN 1 3 /4"x O 3 1/2"xi 1/2" LVL - OR FLUSH (FLUSH) OVEN & MICROWAVE - STRU(CTU AL 2"x10" F.J. '(2) FLUSH ®16" O.C. : BEAM HAND 3'-8" RAIL ROU D SET 10'-6--- 42" HI I (n z z rnEATI BAR- Q ^ --- HOUR RATED -x--- 14" KN REFRIG. ACP U CONSTRUCTION ON SET ®9'_6"VERED C3 P WATER - 3Q 80 S.C. DR KITCHEN FORM)DINING 10'-0" CLG. HT. _ o D.W j� VEG. SI N WORK FURR ISLAND x 36" D WNDRAFT 1 3 /4"x 1 2" LV.L000KTOP - FLUSH N OVEN & MICROWAVE - VENT O '(2) BTL RR [F[�7 I � AN RY Rg -- 2" 3Qx8Q C.C. -- CLG. H 10'-0" C T STRUCTURAL ' FLUSH BEAM STAIRS 1 8••x8" WOOD POST c� 1g WOOD R IL J --------- RISE 6.94' EA. �J HEADERS ® 8'-0" N SIM WOOD COLS. 8'-3" Y-9" \ 11'_6'• ENTRY 1 2"x10" F.J. 'm @16" I� o- ®16" O.C. 20'-2" CEG. HT. n HEADERS ® '-D"IIIN � /�- SIM. WOOD OLS. FRAME COVERED PATIO ac 4" CONC SLAB % (1) 3 1/2"x9 1/2" L .L. RAILING - _ lEx4Q FIX. 1 LEAD GLASS SET O 8'-8" 6Qx8Q CARDEN DR. `I-ll REAR STAIRS 17 RISER 1 12'-D" 3'-6" 3'-6" m 1/2"x9 1/2" L.V.L_�2� FLUSH STRUCTURAL J (2) 1'Qx8Q FLUSH BEAM N 17'-0" 4 0 2"x10" C.J. I m ® 12" O.C. b MASTER BEDROOM 10'-0" CLG. Hi. (2) 15x8Q SOUND BOARD O INSULATION H. & C WTR iv W/2" DRN. UJILITY -- [OAS10'--0" CLG.I HT.INEN I WAS ERoLRO,IJING ,ER 7�xf 12'-8" o-2"x10" F.J. ®16" 0C.� STUDY 10'-0" CLG. HT (4) 3Q 80 S.C. DR 3870 FORM)DINING SET @ 8'-0" _ o (2)1Qx7Q FIXED 2"x6" C.J. 10'-0SIDELIGHTS.(2) O 16" O.C. FURR b x x SITTING AREA - 10'-0" CLG. HT. N v VENT O 3'-6" m 1/2"x9 1/2" L.V.L_�2� FLUSH STRUCTURAL J (2) 1'Qx8Q FLUSH BEAM N 17'-0" 4 0 2"x10" C.J. I m ® 12" O.C. b MASTER BEDROOM 10'-0" CLG. Hi. (2) 15x8Q SOUND BOARD O INSULATION H. & C WTR iv W/2" DRN. UJILITY -- [OAS10'--0" CLG.I HT.INEN I WAS ERoLRO,IJING ,ER 7�xf 12'-8" o-2"x10" F.J. ®16" 0C.� STUDY 10'-0" CLG. HT FIRST FLOOR PLAN SCALE: 1/4" = V-0" AREA 2,688 S.F. 14'-6" 11''6" 12'-0" _I_ 11'-11" I 78'-2" FRAME 14'-0" ----------1 _ _ _ _ _ - _ 9" 8'-3" 4'-8"x4'-8" GLASS BLOCK SET ® 8'-O" III /- MASTER BATH 10'-0" CLG. HT. 17'-6" 4 2"x8" C J. �O .y0 AQP 16," O.C. '� }} � �36" 2ax8Q SLAV' VANE 111111E—R&S __jI m CLOSEST 10'-0" CLG. HT. R&S *Rd I" ER 3Q 80 S.C. DR _____ _____ ______________ FORM)DINING m n _ o (2)1Qx7Q FIXED W 10'-0SIDELIGHTS.(2) FURR DOWN x L --I -- - J ILL N FOR DRYER VENT O Qx9Q FIXED QUAR ER O>m I ui of70x90 ROU D SET 10'-6--- LL (n z z d ~ w v=i Q T~J 2 HOUR RATED _ -- EYEBROW 0 M U CONSTRUCTION ON SET ®9'_6"VERED C3 PORCH w Z w Y N 0 INTERIOR WALLS 0ZQL N IS 4" CONC. SLAB FIXED 40x80 FIXED a AND CEILING 00 owo n FIXED III���IIa///... x O o zY 21•_6" M SET O 9'-0" s 4'-9" 5-_0" l 4._9„ 2,_O„ l 9._6.. 2._0" I 5'_O" 2—OO"I_--_ 1 -6- �w� o zzQ��V 1._6.. K o Q r 1�� h I I l I 2"x10" C.J. � I U OrOJ U 0 C -- ® 16" O.C. a o I I b I I A 1 II I I l I I THREE -CAR I 9 I I FIRST FLOOR PLAN SCALE: 1/4" = V-0" AREA 2,688 S.F. 14'-6" 11''6" 12'-0" _I_ 11'-11" I 78'-2" FRAME 14'-0" ----------1 _ _ _ _ _ - _ 9" 8'-3" 4'-8"x4'-8" GLASS BLOCK SET ® 8'-O" III /- MASTER BATH 10'-0" CLG. HT. 17'-6" 4 2"x8" C J. �O .y0 AQP 16," O.C. '� }} � �36" 2ax8Q SLAV' VANE 111111E—R&S __jI m CLOSEST 10'-0" CLG. HT. R&S *Rd I" ER _ _____ _____ ______________ I m n 00 °J fD K J� �,-DA2 W � I FURR DOWN x L --I -- - J ILL N FOR DRYER VENT O Lu O>m I ui o LL (n z z I d ~ w v=i Q T~J 2 HOUR RATED I LL 0 M U CONSTRUCTION ON C3 w Z w Y N 0 INTERIOR WALLS 0ZQL N IS n w oa}Om a AND CEILING 00 owo n LU Y Y z LL III���IIa///... x O o zY 21•_6" M az�I? s >�o m pQl_N �w� o zzQ��V > z o Np- 2 K o Q r 1�� h w Z � CO � � MS 0 QMIX 2"x10" C.J. U OrOJ U 0 C -- ® 16" O.C. a o b I I THREE -CAR GARAGE 9'-4" CLG. HT.1 4" CONC SLAB( 3 1/2"0 STEEL PIPE COLUM14 OVH. DR. (1) 3 1/2"x11 718" L.VL _17Qx7Q (1) 3 1/2"x11 7/8" L.V.L. _ 11'-0" i I 11•_0•• Q u 2"x8" C.J. B 16" O.C. f0 I = N \ � I IIS L_ 9Qx7Q OVHDR. 25x5Q FIXED STORAGE EYEBROW SET ® 7'-8" 60x70 FIXED EYEBROW SET ® 8'-6" 8'-0" 1 14'-0" m INSTALL 25 GAL. PREMANUEACTIL I` POLYETHYLANE PERFORATED STORM DRAINAGE (LEACHING CONTAINER :G 6" CLEAN GRAVEL 3/4" DRIP @ KEY JT. 2'-0" CONC APRON 1/2" EXP. JT. '_13 1I AM 0 0 0 I m n 00 °J fD K r1 O W � I Oa r• r u7 x z 0! J ILL N a z o U O Lu O>m ui o LL (n z z jxo d ~ w v=i Q T~J 2 O D w W LL 0 M U a �v ox° C3 w Z w Y N 0 I'D 0ZQL N IS n o oa}Om Q 00 owo n LU Y Y z LL III���IIa///... w 0 O o zY M az�I? j IX >�o m pQl_N 0 0 0 I � r1 O � I I a � z J ILL N z o U O U ui o LL (n z z w v=i M Z�< a �v ox° C3 w Z w Y N 0 0ZQL oa}Om 00 o LU Y Y z LL w 0 O o zY az�I? >�o m pQl_N �w� o zzQ��V > z o Np- 2 K o Q r 1�� h w Z � CO � � MS 0 QMIX U OrOJ U 0 C -- U a o I GENERAL NOTES: 66'-3" 1. 10'-0" CLG. HT. ® FIRST FLOOR UNLESS NOTED OTHERWISE. 2. 9'-0" PLATE HEIGHT AT GARAGE 3. ALL ANGLED WALLS TO BE 0 45- 4. DBL. JOISTS UNDER ALL PARALLEL REF: 00-145 WALLS. LOT 11 10-21-03 DRAWN BY CHECKED BY: EFG BAF DATE 12-28-00 SCALE AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO. 20F1 3 ^< LL r1 O n/ LL I N O O J ILL I 0 O U ui F LL (n z z v LOT 11 10-21-03 DRAWN BY CHECKED BY: EFG BAF DATE 12-28-00 SCALE AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO. 20F1 3 0 I M 9 0 "a 1- -1 L I L-1 LJ 54'-11" 7'-9" - - - 6'-0" 10'_4" 6'-0" 7'-4„ 9,-0" 8,-6" F- -1 LJ 4050 H.S. SET @ 7'-8 LINEN A _9 LOWER LEVEL - - - - - - - - - - - 1 4050 H.S. SET O 7'-8" ih I � I i I SLOPING J 4 CLG. CLOSET 8'-0" CLG HIT_ 5Q TUB & SHOWER W C 5'-5" 8'-0" CLG HT BATH THREE n n FLUSH BEAM E _0"'eA KNEE WALL I I I I I I 4'-10" SLOPING J KNEE WALLS L CLG. /I 2"x6" C.J. II\\ \I-®16" O.C./ BEDROOM THREE 8'-0" CLG. HT. 2Q 6a S.D. Q 25 J �Ay x J� S.D. HAND Q RAILS 4 X49/ SVLIG�T 1 / \1 N1 STUDY AREA 9'-0" CLG. HT. // 2"x6 C.J. ® i6O.G. , S.D. Q' i'-6" I I I \L 016" O.C. \I 0 16 " O.C. V I I I L J 6Qx8Q TOP TRANSOM ROUND- BEDROOM SET @ 17'-8"" 9'-C" CLG. HT. 2E \ WEATHERSHIELD / \ 21-20x58 / EYEBROW CASEMENT SET ® 7'-8" R.0 = 4'-1" x 5'-31" I 6'-9" 2'-6" 91-6.112,-0" 54'-11" 9., REAR STAIRS (1) 34"x94" L.V.L. I FLUSH „0- Z 0 -- — — — — — — — — — — — — — — — 6050 H.S. o SET O 7'-8" m o I I 4'-10" SLOPING KNEE CLG. WALL L- - - - - -- - FUTURE PLAYROOM 9'-0" CLG HT. -ROUGH -IN ONLY 343 SO. FT. (NOT INCLUDED IN TOTAL FTG.) 17,-3" 5'-10" 11 •-5' 17'-3" —y LOWER /�- 2"x8" C.J. LEVEL S. D, V ®16" O.C. 31) 66 26 6a „9I a a CLOSET 26 65 ! 2 6 m S.D. o BATH FOUR I— —� ?) BUILT-UP PLATFORM _ \�.. /` DOWN 12" BATH R & TWO CL 8-0" CLG. HT. 7'-5" 3'-0" 24 6a _ 2Q 6 _ KNI SLOPE R & S LINE py,C. CLG. - 7'-0" i CLG. in SECOND FLOOR PLAN SCALE' 4" = 1'-0" AREA 1,185 S.F. I I o SET O \\ B 2rJ 31. o I 10 7•_0' 2a 60 1 r WAL o SLO D CL .1 I N ILL m a \ m . I 1'x4¢ FIXED n EYEBROW J SET ® 5'-8'3 BONUS / yROOM o ---- I \\ ,-0,l 2'-9 2'-5„ o HE r _ I -------- --I I I I I I L-------- --------� 5'-7" 13'-2" W. NOTE: 343 SO. FT. IN PLAYROOM NOT INCLUDED IN TOTAL SO. FTG. a \\ SLOPING I,) N 4X_,p f CLG. 0 M WALLS - - - O (Y 2"x6" C.J. o- IL ®16" D.G. Y J N jJ SLOPINGBEDROOM o O r — — CLG. FOUR Q 8'-0" CLG. HT. ro W N z n S.D. Q' 21 LINEN A _9 LOWER LEVEL - - - - - - - - - - - 1 4050 H.S. SET O 7'-8" ih I � I i I SLOPING J 4 CLG. CLOSET 8'-0" CLG HIT_ 5Q TUB & SHOWER W C 5'-5" 8'-0" CLG HT BATH THREE n n FLUSH BEAM E _0"'eA KNEE WALL I I I I I I 4'-10" SLOPING J KNEE WALLS L CLG. /I 2"x6" C.J. II\\ \I-®16" O.C./ BEDROOM THREE 8'-0" CLG. HT. 2Q 6a S.D. Q 25 J �Ay x J� S.D. HAND Q RAILS 4 X49/ SVLIG�T 1 / \1 N1 STUDY AREA 9'-0" CLG. HT. // 2"x6 C.J. ® i6O.G. , S.D. Q' i'-6" I I I \L 016" O.C. \I 0 16 " O.C. V I I I L J 6Qx8Q TOP TRANSOM ROUND- BEDROOM SET @ 17'-8"" 9'-C" CLG. HT. 2E \ WEATHERSHIELD / \ 21-20x58 / EYEBROW CASEMENT SET ® 7'-8" R.0 = 4'-1" x 5'-31" I 6'-9" 2'-6" 91-6.112,-0" 54'-11" 9., REAR STAIRS (1) 34"x94" L.V.L. I FLUSH „0- Z 0 -- — — — — — — — — — — — — — — — 6050 H.S. o SET O 7'-8" m o I I 4'-10" SLOPING KNEE CLG. WALL L- - - - - -- - FUTURE PLAYROOM 9'-0" CLG HT. -ROUGH -IN ONLY 343 SO. FT. (NOT INCLUDED IN TOTAL FTG.) 17,-3" 5'-10" 11 •-5' 17'-3" —y LOWER /�- 2"x8" C.J. LEVEL S. D, V ®16" O.C. 31) 66 26 6a „9I a a CLOSET 26 65 ! 2 6 m S.D. o BATH FOUR I— —� ?) BUILT-UP PLATFORM _ \�.. /` DOWN 12" BATH R & TWO CL 8-0" CLG. HT. 7'-5" 3'-0" 24 6a _ 2Q 6 _ KNI SLOPE R & S LINE py,C. CLG. - 7'-0" i CLG. in SECOND FLOOR PLAN SCALE' 4" = 1'-0" AREA 1,185 S.F. I I o SET O \\ B 2rJ 31. o I 10 7•_0' 2a 60 1 r WAL o SLO D CL .1 I N ILL m a \ m . I 1'x4¢ FIXED n EYEBROW J SET ® 5'-8'3 BONUS / yROOM o ---- I \\ ,-0,l 2'-9 2'-5„ o HE r _ I -------- --I I I I I I L-------- --------� 5'-7" 13'-2" W. NOTE: 343 SO. FT. IN PLAYROOM NOT INCLUDED IN TOTAL SO. FTG. a Z I,) N Q 0 M 0) O (Y 0 U IL U7 W Y J N OLL o O W NORTH ARROW Q 0 O W N z w O >a rna dvNrn wL O U OX0) LL m w W 0 Y N - O w 0Zm z 0 ~ T~ Z m LL W Q ❑ W QO } azo Z L") Z ❑ Q H u N o 00 NZ Q Q m nzco U ozz w wmo z < CD � WC)' r �m> U O a (Xd a=® z o m 0 J x M� W L O w FEB 112004 REF: 00-145 LO Z I,) Q 0 z 0 J O 0 U U7 W Y J OLL o O J NORTH ARROW 0 O W N z w O rna dvNrn F z ^a U OX0) m w z W 0 Y N dO}fmvp 0Zm O ❑ w �� o W W n YQZ m 1 m } Z L") o m ❑ Q H u �3� (n W 0 J z�F V o 0 �o�c° � ozz w z < CD WC)' 0 U U O a (Xd a=® z o m 0 LO LOT 11 10-2 Z I,) Q 0 J O DATE 12-28-00 OLL o J NORTH ARROW 0 O 03-127 z O F F W U z z 0 LOT 11 10-2 -03 DRAWN BY: CHECKED BY BAF DATE 12-28-00 SCALE, AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO 12 10 1 off❑ ❑tea :1ED ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ p LID (2) 2-6x 9-6 FIXED QUARTER ROUND SET ® 10'-6" 10'-0" PLATE HT 12 TYPICAL 10 1 UNLESS NOTED pop �o ■ ■1 ■■ ■■ oIl o INo is I� Z_ x t5- 4- x 0- z- x n- 3- x 8-CS.C. 6R. FIXED FIXED FIXED FIXED) 9x79(2) 1 SET ® 9'-0" SIDELLIGHTS � ROUND _TOP -A TRANSOMI SET ® 17'-i" WEATHER SHIELD 21-20 x 58 EYEBROW CASEMENT SET ® 7-'8" UPPER LEVEL --_--_—. ----_ 10" x 42 ROUND -TOP VENT SET @ 25'-0" 20'-2" PI ATF HT. IN ATTIC 7- x 9'- FIXE EYEBROW SET ® 9'-6" 1 1- x $- FIAD EYEBROW SET O 5'-8'. UPPER LEVEL L I � _7' 0" PLATE HT._ O UPPER L EL DORMER 2- x 5- FIXED I EYEBROW SET @ 7'-8" I 10'-C" PLATE HT 6- x 9- FIXED EYEBROW SET O 8'-6" m 0 m 10" x 42" C ROUND -TOP VENT SET O 17'-4" u7 IN ATTIC O 9'-0" PLATE HT. 10'-0" PLATE HT. z M � EAST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE. 1/4" = 1'-0" ° m 0 m C LL W Q u7 K O 2 � N Q x 5a W O K L r J c�Vo W X Z o d = 0 0W� 0 U co �z O cV M Z a mZW w ME O � n o m � q � a ^ co � K w j F W Z J � M o \ W I = p y o w Q F m Z m w 0 w 0 mo O _ M N m a�nm C Z Q D rn� z x Oxrao y� UO m 3Zo (7m YN a ^ Z }ZmX�O Qa� O�w¢ � x LL -0 Y0Z w, K 0� Y rn dZj yCEo m OaH n � w o o Z2 P: v m > z < oz o zw nCD w K 0— @ a 0 d REF: 00-145 02-125 U) Z L_O Lu J Lu r I �niF �iru mn LOT 11 10 1-03 DRAWN BY: CHECKED BY EFG BAF DATE: 12-28-00 SCALE: NORTH ARROW AS NOTED JOB NO. 03-127 DRAWING NO S p� a "D o _ ° N U) U N N N ROOF AS SPEC'D Lu OLLJ wy UX i ~ ¢ o w z UN/ O < M 00 I..1. m C7 ro (` Z W PLATE HT vwi m T Df o N W M 3 L IY w a w z n 71]10'-0" 0 0 g,-0„ PLATE HT. N �? PLAT HT. N 5 FRAMING DETAIL @ 4050 H.S. SET ® 7'-8" 4050 H.S. SET ® 7'-8" 4050 H.S. SET ® 7'-8" BREAKFAST ROOM WALL w N Z SCALE:" = 1'-0" w � I U RAILING �� o Ii w M m _ >.: CD OCO Y N PROPOSED FINISH GRADE E ---- o z 0 Z O O } Z _ _ _ _ _ _ _ _ _ _ BASEMENT J w O 94x74 OVH. DR. 174x74 OVH. DR. ENTRANCE 4'-8" x 4'-8" 38-10 O O Y p Z w GLASS BLOCK w - SET ® 8'-0" > Q U co SET ®8._0.. � m � > Y rn —4N40 SKYLIGHT r� J/ C m o Q F u1 ®STUDY - - - - - - - / M J z�km WEST ELEVATION J —s w QZZ 0 cD N SCALE: �� = 1'_0" rJ � /_J J z vwi � 12 I I rL `/.1 w poo z < 12 12 10 a a 12 / I inr _ 12 L _ ----_--_-�--J a a NORTH ELEVATION SCALE: J" = 1'-0" � SRI . ■' O mm- ■■ ■■ oil W IMME mmm In ■■ in M o ■■■■ soon W , ■■ 0 smm 0 0 o mmm r O moms z Z � SRI . ■' O ■■ ■■ W IMME ■■ In ■■ L M o ■■■■ N o W I ■■ 0 ■■ 0 0 ILLLL I I I I I I I I I I L J L_IJ I I I I I I I I ___I rt - - rt _____ __________ ----------- I I I I I I rL--------------IJ---I�-------I--- ------------ --------------- 1 L --------------- --------------I- - - J -------- L - - .I----------- I ------ - - - - - - - --- 4'-8"x4'-8" --4'-8"x4'-8" 84x84 1fix44 94x84 FIXED 34x84 (3) 44x7° FIXED 54x84 GLASS BLOCK (3) 3870 GARDEN FIXED EYEBROW GARDEN SET O 8'-0" GARDEN SET ® 8'-0" SET ® 8'-0" DR. LEADED SET @ 9'-0" DR. DR GLASS SET O 8'-8" PROPOSED FINISH GRADE c/) Z O W J1'' In v.. L M o U) N o W I 0 0 0 0 o r O U z Z i u ngflll �1 ��2�Q4 LOT FEB DRAWN BY: CHECKED BY EFG BAF 12-28-00 SCALE NORTH ARROW AS NOTED JOB NO. 03-127 DRAWING NO REF: 00-145 50F1 3 E 3 E m E ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NOTES: 1.10/12 ROOF PITCH THROUGHOUT UNLESS NOTED OTHERW 2. OARROWS DENOTE DIRECTION OF SLOPE (DRAINAGE) 3. ALL RAFTERS 2" x 12" AT 16" O.C. UNLESS NOTED OTHERWISE, DOUBLE AT CHIMNEY AND SKYLITE OPENINGS 4. 2" x 12" AT ALL RIDGE AND VALLEY BEAMS. 2" a 10" AT DORMERS R & V BEAMS 1:��7GLaiCFi co coco co W Q _T N = U O Y N �X W o0 rco J W Z Z LL Q D W U 0<m Z mc�9 << z10 ��� m �¢co W � a F Z N 0 w o W mO O 0 _Lo M NO) U'�Q m 0!�m� Zf� O N 3Z0� �X�_co [O Y o Z O O M }za Do_>-ccoo � 0 w L -0 j rn YOZ D-' D_ Y m ,- dZj M y�5; K 0 m D a N ) l() ❑ mwm O Z�OHd -> z N0— p o a 01-- N co Li Q 0 w m ¢ 0 0 Z Q U' o p z W moo 3 U O � � a a ¢ Z Q J cn o I Z N a I It O I 0 0 LL 0 u- O t O U (7 n/ z L.f- 3 Al �s 4r ¢� p® cnE � r,yq LOT 11 1 —21-03 DRAWN BY: CHECKED BY: BAF DATE: 12-28-00 SCALE: AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO. 60F1 3 ci 1 UID �`I V L -1 00K I� X ---�-I - _ --I - - - I I I I I I I I I I I I I I I I - T II I I I I I I I I I I 1111 I I I I I�r rI 1 ___I r I 11 U I - I - - --- --- -� I I I I I I I I I I I I I I I I� I I I IIf _u I -- III J mol 1 1 1 1 1 1 1 1 1p 1 1 1 Jill �p 0 2"x6" C.J. 2"x10" FLR. JTS._ _ �I I 16_" _O_.C@ 16" O.C. I I� U III I I I I I @) I x F_ --- --- N I I I I I Of L U III- 1 N Q J11 LJi N III ill d'lo 1111 111 —I------ --- I Q Li ISI - III W 1 1 O IILL 1111 II:N I 1 ill - -- - -- O -__ _ Lj_ I x ' O N 1 1 cri60 1 1 1 1 1 1 1 III 1 C) --- L L- -- -- — c--------- II 00 _-- r - - J I I XI@ I I I I I I I --- - -- - P---- NI I I L JJI�— 2"00" FLR. JTS. O -- — -- - - - = 16" O.C. --- --- ,iII /�/ -- --- ---- 10 - - J IN t)// •IJ r-1�-r-�� >> --- ----IIII/// Y-- --- --- --- -- �\ r I 1 PLLL7. i 1 L - 2"X8"J OPEN AT F-------- ,1 r----� 1 LG. JTS 111 ___ _--11'1 --- ------ ---- ENTRY Li Illi 1 --- --- 1 --- --- 2„x10" FLR. JT.--- J 16 O.C.P L----JII 2";x10" FLR. JTS. 1 OPEN AT PORCH i1�--- --I LJ I I I I I I In U I U Q I I Q I I I I I I I I I I I I I I I I I I I I I 'T' I I U11 I I I U UO � I I I I I I I I II .x I I I I I I NI I I I NOTES: II I UPPER LEVEL FRAME WALLS (SHADED). LOWER LEVEL VENEER WALLS. DOUBLE JOISTS AT ALL PARALLEL WALLS. SECOND FLOOR FLOOR FRAMING SCALE1/4" = 1'-0" REF: 00-145 U a � � W O W Q r 2 r YN o K U 0 w w` -� U W K N o° J 0 Lu zo T� a 2 0 W < wz - m U 0 Z in 9 wig Q Q �Zm m y .r-. 03�Y ILL m w a > 1— w Z d O M O I � W N I I D � N � z QW Z N � W U U W J aa�0) z`-_ OXo�� wzW Y N o (D z >Za oa�xI F O wQ X 0 Z l 0 WL' Y0 D_ Y p� r. rrco Q_ C? �0m p Q H n o w o Z o a o Q N Q Z j w z o 0� T z O F O r z 0 moW 0' O 0 O a�® I- d a a Z QQ 0 - CD O o N LL O O O o 0 00 LI— � 0 z f- U �% n QzLLj K ��yrwllMGq�p ED �y�rbliEnR�y � �!• fyV' 4` � Srr LOT 1 1 –1 03 J1 9 DRAWN BY, CHECKED BY EFG BAF DATE 12-28-00 SCALE, AS NOTED NORTH ARROW JOB NO 03-127 DRAWING NO. 70F1 3 r 2 x 6 C.J ® 16" O.C_ 2" x 6' CLG. JTS. 2" x 8" CLG. JTS. ® 16" O.C. 2020 SKYLT Im ___ -__ -__ m 4D4D I SKYLITE N JJ [I' \ Im Lx N C; F\ --- �x-- `� O - M I I I I n - L__j2T`6 CLG. JTS w ® 16" O.C. 2'r x 6 C.J. O 16" O.C. - - - - - - 2" x 6" CLG. JTS. _ --- OND FLOOR CEILING JOISTS FRAMING SCALE 4'= V-0" SANITARY RISER DIAGRAM GENERAL NOTES FOR WOOD DECK 1 ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 2. ALL CONCRETE TO BE 2,500 P.S.I MIN, 0 26 DAY TEST 3 FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT 4. ALL WOOD FRAMING INCLUDING: COLUMNS, HEADERS, JOISTS, ETC. TO BE "SOUTHERN PINE - SELECT DECKING" OR BETTER NTH MINIMUM DESIGN PROPERTIES Fb = 1,40D PSI SINGULAR Fb = 1,650 PSI REPETITIVE E = 1,600,000 PSI 5. ALL STRUCTURAL FRAMING SHALL BE WOLMANIZED PRESSURE TREATED WOOD [INCLUDUNG SURFACE DECKING, TREAD, STRINGERS, GUARDRAILS UNLESS OTHERWISE NOTED] ALTERNATE FOR DECKING, TREADS, GUARDRAILS, STRINGERS MAY BE WESTERN RED CEDAR SELECT. 6. ANCHORS FOR STRUCTURAL FRAMING SHALL BE MANUFACTURED BY "TECO Co." OR "SIMPSON STRONG -TIE". ALL HANGERS, BOLTS, ANCHORS, ETC. TO BE HOT -DIPPED GALVANIZED STEEL 16 GAUGE MIN. NOTE: THESE PLANS ARE IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE -AND TWO-FAMILY DWELLINGS 2001 EDITION GENERAL NOTES 1 ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 2. DO NOT SCALE THE DRAWNGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. 4. ALL CONCRETE STRENGTH [Fa] TO BE 2,500P.S.1. MIN. 028 DAYS 5. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN SOIL AT MIN BEARING CAPACITY OF 2 TONS PER SQUARE FOOT NTH A MINIMUM OF 3'-0" COVER. 6 ALL WOOD FRAMING, INCLUDING: COLUMNS,POSTS,GIRDERS,BEAMS, JOISTS,STUDS ETC. TO BE HEM FIR No.1 OR BETTER WITH Fb= 1,200 PSI SINGULAR Fb= 1,400 PSI REPETITIVE 7 STRUCTURAL STEEL TO BE ASTM A36,DETAILED, FABRICATED AND ERECTED AS PER AI.S.C. B. WOOD SILLS TO BE 2-2"x6" CCA OR WOLMANIZED ANCHORED NTH J" DIAMETER x 12" LONG ANCHOR BOLTS 0 8FT. ON CENTER k TWO BOLTS PER LENGTH. 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"x4" POSTS UNLESS OTHERWSE NOTED [U.O.N 1. 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTTTIONS RUNNING PARALLEL TO SAME. 11. BRIDGING TO BE EITiER FULL DEPTH 2"x SOLID OR 1"x3" OR 18 GAUGE CROSS BRIDGING,® MID -SPAN OF FRAMING BAY AND NOT EXCEEDING 8'-0" ON CENTER. 12. ALL HEADERS TO BE 2-2"xB"UNLESS OTHERWISE NOTED. 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE THAN 2 INCHES. 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS 15. ALL WOOD FRAMING ANCHORS FOR BEAMS,JOISTS,RAFTERS,ETC.TO BE 18 GAUGE MIN. GALVANIZED STEEL MFG BY 'TECO" CO. CODUERS,WV. (800-638-8989) OR SIMPSON STRONG -TIE CO. PLEASANTON CA. (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS 16. FOR 4" POURED CONCRETE SLAB PROVIDE 6'x6" 10-10go. W.W M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL 17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 2-#'5 CONTINUOUS REINFORCING RODS. 18. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WTH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 19 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS, MAXIMUM SLOPE ® 3:1 20. FIREPLACE FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12" THICK. 21. PROVIDE COMBUSTION AIR VENTS AS PER RESIDENTAL CODE OF NEW YORK STATE 22. SMOKE -DETECTING ALARM DEVICE INSTALLED SHALL CONFORM NTH SECTION 8317 OF THE RESIDENTAL CODE OF NEW YORK STATE REFER TO "SMOKE DETECTOR" NOTE IN BOX ON THIS SHEET 23, REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY ESCAPE, REFER TO "WINDOWS LL_CONO WS(SS�LAALL CONFORM NOTE CONFORM" NOTE IN BOX ON THIS SHEET 24. MINIMUM AREA OF GLASS AND VENTILATION FOR HABITABLE SPACE SHALL BE 89 OF FLOOR AREA FOR GLASS,AND 4% OF FLOOR AREA FOR VENTILATION SECTION R303 25. ALL GLAZING SHALL CONFORM TO SECTION R308 "GLAZING" OF THE RESIDENTIAL CODE OF NEW YORK STATE. 26. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE RESIDENTIAL CODE OF NEW YORK STATE AND ITS ADOPTED GENERALLY ACCEPTED STANDARDS. 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS CODE. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS NTH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. 28. HEATING AND COOLING DESIGN SHALL COMPLY WITH A S.H.R.A.E STANDARDS. 29. ELECTRICAL DISTRIBUTON SYSTEMS SHALL COMPLY WTH THE NATIONAL ELECTRIC CODE [NEC]. FN R Y CODE NOTES 1 THESE PLANS ARE IN STRICT CONFORMANCE WITH THE RESIDENTAL CODE OF NEW YORK STATE PART IV ENERGY CONSERVATION CHAPTER II ENERGY EFFICIENCY. EFFECTIVE DATE JULY 1, 2002 2. FOR SLAB ON GRADE CONSTRUCTION PROVIDE PERIMITER RIGID INSULATION R-9 MINIMUM 48" LONG, PLACED VERTICALLY OR HORIZONTALLY 3 ALL HVAC PIPES IN UNHEATED SPACES TO BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 USEAi' MINIMUM THICKNESS FOR FLUID TEMP. 201-F-2507 P' MINIMUM THICKNESS FOR FLUID TEMP. 1207-2007 4 FIREPLACES SHALL HAVE A BUILDING PERMIT SEPARATE FROM THE "BUILDING BUILDING PERMIT AS PER RESIDENTIAL CODE OF NEW YORK STATE 5. FIREPLACES TO BE EQUIPPED WITH FIRE -RATED DOORS,IIGHT DAMPER VENTING AND DAMPERED COMBUSTION AIR VENTED FROM THE EXTEROR [150 TO 200 CFM MINIMUM]. 6. TEMPERATURE CONTROLS MAY NOT EXCEED 72-F FOR HEATING AND 787 FOR COOLING, 7. U -FACTOR FOR EXTERIOR DOORS MAY NOT EXCEED 0.35 B. ALL WINDOWS, DOORS, SILLS, OPENINGS, ETC. SHALL BE ADEQUATELY CAULKED, SEALED AND WEATHERSTRIPPEO IMPORTANT NOTES 1. THE RECORD ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR PROJECT SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT, 2. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE, LOCAL CODES AND ORDINANCES HAVING JURISDICTION 3. NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. 4 CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS, AND DISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, STANDARDS, GOOD CONSTRUCTION PRACTICES 5 THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE WORK NOT CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS PERSONAI. SUPERVISION. C = SMOKE DETECTOR = S.D. DETECTOR Q = CARBON MONOXIDE = C.M. DETECTOR SECTION R317 SMOTSE ALARMc AND AUTOMATIC SPRINKLER SYSTEM R3171 SINGLE -and MULTIPLE -STATION SMOKE ALARMS. SINGLE -and MULTIPLE -STATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. 1. IN EACH SLEEPING ROOM 2. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND CELLARS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITIBLE ATTICS. IN DWELLINGS, DWELLING UNITS W/SPLIT LEVELS AND WTHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL E -ICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER Le [L IS HESS THAN ONE FULL STORY BELOW THE UPPER LEVEL, WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIJ AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACI ;POUND NOISE LEVELS WITH INTERVENING DOORS CLOSED ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. R7LZ. L1 ALTERATIONS REPAIRS ADQITONS and CONVERSIONS ME. INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWEUUNGS;THE SMOKE ALARMS SHALL BE INTE°CONNECTED AND HARD WIRED NOTE: LAMINATED VENEER LUMBER [LVL] MEMBERS TO BE 1.9E MICROLLAM TO BE MANUFACTURED BY TRUS JOIST MacMILLAN (TJM).ALL BUILT-UP LVL MULTIPLE MEMBERS TO BE JOINED USING "NAILED CONNECTION" METHOD, TWO ROWS OF 15d COMMON WIRE NAILS ®12" ON CENTER MINIMUM BEARING = 3" EACH END. REFER TO MFG SPECIFICATIONS FOR COMPLETE DETAILS. ENERGY CODE NOTE h -OR NEW YORK STATE ENERGY CODE COMPLIANCE. REFER TO ATTACHED SHEETS OF RES -CHECK CALCULATIONS. WS SHALL CONFORM TO SHALL CONFORM TO THEFOLLOWTN PANT WINDOW iNFORMATIDN AS PER SECTION 8310 EMERGENCY ESCAPE AND RESCUE OPENINGS REQUIRED. FEB p 1 1 Z004 n. MINIMUM 20' NET CLEAR OPENING WIDTH r Efd 1 b. MINIMUM 24' NET CLEAR OPENING HEIGHT c. MAXIMUM 44' FLOOR TO SILL HEIGHT d. MINIMUM 5.7 SOFT. NET CLEAR AREA ABOVE FIRST FLOOR e. MINIMUM 5.0 SQ.FT. NET CLEAR AREA AT FIRST FLOOR AND BASEMENT REF: 00-145 N n ri OL °a r ~ 1 IS V 3 e 10 N W j 0 m vj d LL, ~ N a V a w Z O Z Ls MMo �1O{ yy O LO M ZZ va Q Of G z `L LOT N DRAWN BYi Z E,F,G � o a W U OCT,7,2003 w Y c NORTH LA rn AS NOTED 0 > V to `-� (n CDa Z 0 d' m U J } W 0 ma' O ZLi zCD C.7 CMD J Q �Zd W 0 pB0.OX 0 D Z LL o Of L O O 0 U) W v J 0 F 0-' OfY -1 Z�D1 }K> K O BID Z E- OU Q [] Q H M Z 1- 0 w N c W Q 0 Z:5A- N CTI (n Z Hn O Q N >Z \ : ^ Z �< ON !n 0Z W d 0 o OrJ O Z O J LOT 0 DRAWN BYi Z E,F,G B, A. F. a OCT,7,2003 Lr_ SCALEi NORTH CTI AS NOTED JOB N0, 03-127 (n 0 Ln Q 01 O zCD J Q N W 0 O 0 Of L O 0 U) J 0 F o O -1 z Z E- OU 3 Z 1- ~ W Q 0 CD CTI (n Z Hn LOT 11 107 21-03 DRAWN BYi CHECKED BY, E,F,G B, A. F. DATE OCT,7,2003 SCALEi NORTH ARROW AS NOTED JOB N0, 03-127 DRAWING N0, 80F1 3 SECTION A -A SCALE: 3/8" = 1'-0" Sirlpsor Strong -Tie H5 DETAILSCALE, �`/ THIS DETAIL APPLIES TO ALL RAFTERS BEARING ON TOP PLATE WITHOUT CEILING JOISTS FOR ALL FRAMING, GIRDER k S WALL INSULATION STUDS O 16" OC. RIOR PLMOOD SHGTHING PAP OR EQUAL TAR PERFECTION SHINGLES TOP PLATE is ATE HINGLES RAFTERS O 16' OC JOISTS 0 16' OX ?EATED SILL PLATE ANCHOR BOLTS NCRFTE FOUNDATION WALL D CONCRETE FOOTING -CONTINUOUS I GO � O L) O - 0) m Y N Z O O o W Y O Z I Q �Ur�i 0 z p C`] p I-Go Z ~ v O Q Q QGO Z O N 0 F- U ^ o V'^J O V O Z O w J (D m Z 3 Aura lira�Ao:An�l�xlreiq y�„UiRyy .8,1.0 R1 LOT 11 10-21-03 DRAWN BY. CHECKED BY: CC[o ryry ^ TTn EFG BAF DATE: 12-28-00 AS NOTED JOB NO. 03-127 DRAWING NO. REF: 00-145 90F13 1n W Ln GO QQ o w Q M ch UO T 0 Y N �j rn O LL 1 U Z Z�< 0 c_n o°M J i o -- o LL Lw H 0 W �a z W W :5k o W LL z 0 O Q N n Z <Q �V/ LL m U O g p 0 O DO of W rn wvT o DO n i w Of co W Z LL ED U W 0-0 0I`J Z < U 'Q a-0 I GO � O L) O - 0) m Y N Z O O o W Y O Z I Q �Ur�i 0 z p C`] p I-Go Z ~ v O Q Q QGO Z O N 0 F- U ^ o V'^J O V O Z O w J (D m Z 3 Aura lira�Ao:An�l�xlreiq y�„UiRyy .8,1.0 R1 LOT 11 10-21-03 DRAWN BY. CHECKED BY: CC[o ryry ^ TTn EFG BAF DATE: 12-28-00 AS NOTED JOB NO. 03-127 DRAWING NO. REF: 00-145 90F13 1n W Q r Z !n0 W UO Y J �j rn O LL Z Z�< N J i o W QZO �a z W W :5k QD O Z 0 LLT N f>> m 0 O DO of rn wvT o N 0 Z W < < wN O Z Nom— LL U W 0-0 0I`J Z < U 'Q a-0 0 a a < I GO � O L) O - 0) m Y N Z O O o W Y O Z I Q �Ur�i 0 z p C`] p I-Go Z ~ v O Q Q QGO Z O N 0 F- U ^ o V'^J O V O Z O w J (D m Z 3 Aura lira�Ao:An�l�xlreiq y�„UiRyy .8,1.0 R1 LOT 11 10-21-03 DRAWN BY. CHECKED BY: CC[o ryry ^ TTn EFG BAF DATE: 12-28-00 AS NOTED JOB NO. 03-127 DRAWING NO. REF: 00-145 90F13 U 2 a �j corn LLco� LO CD S Q � In 0 - N w U S a W IS Xm_ w LL o W Q z LL = o w Q (� o¢M 2 z G K M N vT LL C7 p Z a Z QD 0m 0 <(C)N w O m LL w F w Z W - d M I O W � M H N I O N Z (n W Q H Z 0 w W U U �W Y W J O . m CIO m � Z-< 0 �_ � 12 12 J } O O - 0) 1B r— 18 3 Z O CD m ,YN' 12 12 14 J W Q J d > 4 12 23 23 1 ID O Z of O Q Z LL 1a� > o 0 Y > o d Z j M 0 3 m o Z~ CL 'f.)) W 2 p N � Qoz 0 co o �hll_ o o - oma- o z BAH I ATTIC w Q,� 3 0 12 oY BEDROOM " TWO i CL " WOOD Of W a 1�/ _ TWO StFP RAILING J 9 9L �1 �' ACC ORED ESS FLO ARC - S12 12 PACE fl I I - N r - .... ............ .... .. ... ... ....,... .. .... M O LLI J W Nl Ll LlL V-0" n n MNG DOWN I STUDY - _ _ 1 i Z o OOM / ENTRY SL EGCLG FORMAL k1l vM g F- o e- BELO AIR o DININGo n 3-CAR GARAGE m () d /6\ ST IRS meo „smE �o I o 0 o W aRCRI-ioP m U O ! C.D. SLOPE FLOOR FOR DRAINAGE 1. GRADE INWI F SEE FOUNDATION PIAN BLOCKING-TYPICAL ~co L7 FOR GROSS SIZES z Z_ TYPICAL CO UMN h FOOTING O 0 O o) CONCRETE SILAS 11 -in 28' x 28' x 12' FOOTING TYPICALCj�Yr 1'•!ili i SECTION B-B SCALE: 3/8' - 1'-0' !!! IIIYf1 ow �0 of LOT 11 1 -21-03 DRAWN BY: CHECKED BY: F E B 112004 EFG BAF DATE 12-28-00 SCALE: AS NOTED NORTH ARROW JOB NO. 03-127 DRAWING NO. REF: 00-145 0OF13 i ivv i c GLIYATIG AND GEOGRAPHIC DE516N CRITERIA GENERAL FA57ENINS 50HEDULE 1. FOR GABLE ROOFS 100 To 450 PITGHES [REFER TO TABLE R301.2(U OF THE RE51DENTIAL CODE OF NEW YORK STATE] 2. SEE FA5TENIN5 5GHEDULE A FOR NAILING N IN EA. ZONE o n WIND SUBJECT TO DAMAGE FROM ICE SHIELD 09 Q GROUND SEISMIC DESIGN WINTER UNDERLAYMENT FLOOD RE5IDEN71AL CODE OF NEIN YORK 57ATE O SNOW LOADCATEGORY FP05T LINE DESIGN TEMP HAZARD Uj SPEEDO (MPH) WEATHERING° DEPTH° TERMITE DEGAY REQUIRED ■� F N R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC i MODERATE SLIGHT TO C N V) 45 PSF 10 mph EXEMPT SEVERE 3 FEET TO HEAVY MODERATE 11° N.A. N.A. WIND SPEEDS FROM FIGURE R30I.2 (4) EQUAL OR EXGEED IID MILES PER HOURIS (171.1 km/h) SHALL BE DESIGNED IN AGGORDANGE WITH ONE OF THE FOLLOWING. F C 6 a TABLE R301.6 m N ANDNPA EREBEEN DESIGNED IN A550CIATION (AFIPA) GWOODNCE WITH AMERICAN FR ME GON5TRUGTIONRRESTq ■ T Q Z ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS i N ol MINIMUM UNIFORM D15TRIBUTED DESIGN LOADS ALLOWABLE MANUAL FOR ONE AN TWO FAMILY DHELLIN65 (WFGM);2001 EDITION V 0 .j [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE] STRUCTURAL MEMBER DEFLECTION� � m � RAFTERS HAVING SLOPES GREATER THAN 5 L1180 USE LIVE LOAD DEAD LOAD WITH NO FINISHED GEILING ATTAGHED TO84 IN ERIOR ZONE Z LL EXTERIOR BALGONIE5 60 psf 0 psf RAFTERS TABLE R301.2.1.2 M 10 0 sf INTERIOR WALL5 AN PARITIONS H/180 WIND-BORNE DEBRIS PROTECTION FASTENING 5GHEDULE ®PERIMETER ZO W DEGK5 40 psf p FOR WOOD 5TRUGTURAL PANELS aD« 50 sf AS PER PLAN FLOORS AND PLASTERED CEILINGS L/360 LL PA55EN6ER VEHIGLE GARAGES p CHAPTER 3 BUILDING PLANNING FASTENER SPACING —GABLE WALL 0 sf ALL OTHER 5TRUGTURAL MEMBERS L/240 SECTION R301 DESIGN CRITERIA FASTENER (EDGE ZONE) ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 0 psf p Panel 4 foot 6 foot EXTERIOR HALLS WITH PLASTER OR H/360 WOOD S RUC RA PANE S WITH A MINIMUM THICKNESS OF J" AND A MAXINWM SPAN TYPE panel Spa panel Spa ATTICS WITH STORAGE (ROOF STUCCO FINISH OF 3 PITCH) 20 psf 10 psf OF H FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY eSean < 6 foot < 8 foot ROOMS OTHER THAN SLEEPING ROOMS 4O sf O sf Q PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE - w p p EXTERIOR WALL5--WIND LOADS WITH PROVIDED. ATTACHMENTS SHALL BE COMPONENTS N IN ACCORDANCE WITH TABLE RAIN AG OR SHALL zJ�' #6 Q L/240 BE DESIGNED TO REGIST HE COMPONEN 5 AND CLADDING LOADS DE ERMINED IN AC ARDANCE Wood screw 16" 12" 9" w oU SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES WITH T1E PROVISIONS OF THE BUILDING CODE NEW YORK STATE. STAIRS 40 psf 0 psf EXTERIOR WALLS--WIND LOADS a WITH L/120 z, #8 12° 3 J 0 FLEXIBLE FINISHES Wood screw 6" 16" �> ? M N GUARDRAILS AN HANDRAILS 200 psf 0 psf O z m X 0) m 2 5fFOP a. This table Is based on TIO mph wind speeds and a 33 foot mean roof height. z_ < O X _- ROOF LOADING (LIVE =GROUND SNOW LOAD p NOTE: L =SPAN LENGTH, H =SPAN HEIGHT. b. Fasteners shall be installed at opposite ends of he wood structural panel J CD U m 1 N ATTIC c. Nails shall be led common or 12d bar nails. 455f W >. ADJUSTMENTS AS PER TABLE 8301.5 OF THE p 5 5f FOR d. More screws are attached to masonry or masonry sh)GCO, they shall be � z o Z K p a. THE WIND LOAD SHALL BE PERMITTED To BE TAKEN AS 0.1 attached utilizing vibratlomresistant anchors having a minimum ultimate p _ O Q M RESIDENTIAL CODE OF NEW YORK 5TATE) OATH TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURP05E withdrawal capaci y of qvo pounds. W a a > m OF THE DETERMINING DEFLECTION LIMITS HEREIN. � O 0 w ¢oz = Q Z U_ M 2'of Y0) 57RAFF I NG 5GHEDCMm o ULE A C> I ¢oaco ! U �� NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Nil I L I NG AND 5TRAF I NG * � ALL STRAPP I N(5 TO BE I 411 X 20 GAUGE 5TL w vz oz Z o 0) (SEE SECTION FOR STRAPPING AND REQUIREMENTS. 115IMP50N11 EQUIVALENT - G520 (COILED STRAP)2 � � CD SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) z c) z N ALL NAILING 15 A GENERAL SPECIFICATION IT APPLES UNLESS NOTED OTHERWISE U o 0 Uo�F o O ti ROOF CEILING FRAYIN& w IX o z p O J 3 a a a�0 a RAFTER TO TGP PLATE (TOE-NAIL) SEE SECTION PER RAFTER AT RAFTER TO RIDGE GONNEGTION GEILING J015T TO TOP.PLATE (TOE-NAIL) SEE SECTION PER JOIST CEILING J015T TO PARALLEL RAFTER (FAGS-NAIL) SEE SECTION EACH LAP FOR STRAP - 3 - NAILS CER EN OF STRAP FOR NOTED GOLLAR/0GI 5 TIE IE - 3 IOd COMMON NAILS @ EA. CEILING J015T LAPS OVER PARTITIQN5 (FACE-NAIL 2-16d COMMON EAGH LAP GOLLAR TIE TO RAFTER (FACE-NAIL) SEE SECTION PER TIE _ 1 ] 12 BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END O w RIM BOARD TO RAFTER (EN-NAIL) 2-I6d COMMON EAGH END ALTERNATE - ---- -� J AT RAFTER TO TOP PLATE TO STUD CONNECTION. L� 1 z q NALL FRAYING COLLAR TIE LLI - 5 d COMMON NAILS @ EA. END OF STRAP E::] 1— v 1 FOR STRAP - 3 TOP PLATE TO TOP PLAT (FAGE-NAIL) 2-I6d COMMON PER FOOT FOR TOENAILING - 5 b d COMMON NAILS (� Q n o 4-I6d COMMON J015T - EA. SIDE % FOR G.J. TO R.R. - 16 d COMMON NAILS (FOR 5 PITCH) I— z w TOP PLATES AT INTERSECTIONS (FAGE-NAIL) ALTERNATE q- I6 d COMMON NAILS (FOR 8 PITCH) J �] o GEILING TIE FOR OF EA. PLATE TD PLATFORM ABOVE - 1 I6 d GOMMON NAILS 48" O.G. Q J d STUD TO STUD (FACE 2-I6d COMMON 24" O.G. CL HEADER TO HEADER (FAGE-NAIL) I6d COMMON 16" 0.6 ALONG EDGES z w o TOP OF BOTTOM PLATE TO STUD (END-NAIL) 2-I6d GOMMON PER 5TUD Z 0 ca o w W ¢ L�jZ o_ BOTTOM PLATE To FLOOR JOIST, BAND JOIST, 2 I6d COMMON PER FOOT J ca z END JOIST, OR BLOCKING (FAGE-NAIL) (O STUD PL FLOOR ASSEMBLY TO STUD CONNECTION ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): U7 3 zu' FLOOR FR 4M NG z w w M D JOIST To SILL TOP PLATE OR GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOR STRAP - 3 S d COMMON NAILS EA. END OF STRAP 3 Z q Ui v FOR CL OF EA. PLATE TO PLATFORM ABOVE S @ CL OF EA. PLATE TO A BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EAGH END ALTERNATE PLATFORM BELOW - I6 d COMMON NAILS 48" O.G. BLOCKING TO J015T (TOE-NAIL) 2-bd COMMON EAGH END CONFIGURATION BLOCKING TO SILL OR TOP PLATE(TOE-NAIL) 3-I6d GOMMON EACH BLOCK LEA06ER STRIP TO BEAM (FAGE-NAIL) 3-16d COMMON EAGH J015T *,151IMPISIONI" ,AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5) GONNEGTION JOIST TO LEADGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST d FOR STRAP - 3 8 d COMMON NAILS @ EA. END OF STRAPBAND J015T To JOIST (END-NAIL) 3-I6d GOMMON PER J015T IFOR CL OF EA. PLATE TO PLATFORM PLATFORM BELOW -BAND JOIST TO SILLL OR TOP PLATE (TO2-I6d COMMON PER FOOT 11 16 d COMMON NAILS @ 48" D.G. ROOF 5HEATH1NC ° a. � LOT 1110�STRUCTURAL PANELS: (SEE GRAPHIGABOVE)F" 11 200 DRAWN BY, CHECKED BY, INTERIOR ZONE 5d COMMON 12" O.G. aA E.F.G. B.A.F. PERIMETER ZONE 8d COMMON 6" O.G. 4 (OR EQUAL) DATE, GABLE WALL EDGE ZONE 5d COMMON " MAR.17,2003 CEILING 5HEA7HING SCALE, GYPSUM WALLBOARD 5d COOLERS I" EDGE / 10" FIELD AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5) GONNEGTION NORTH ARROW AS NOTED NALL 5HEA7HIN6 a 1 ° SLAB ON GRADE APPLICATION: STRUCTURAL PANELS Bd COMMON 6" EDGE / 12" FIELD JOB N0. Oq_� 27 GYPSUM WALLBOARD 5d COOLERS T' EDGE / Lo" FIELD a ° ° FOR STRAP - 3 8 d COMMON NAILS o EA. END OF STRAP O. G FOR CL OF EA. PLATE TO PLATFORM BELOW - I 16 d COMMON NAILS DRAWING NO. FLOOR SHE,4THNG (SUEFLOOR) ° ° � ° @ 4b° O.G. STRUCTURAL PANELS I" OR LE55 8d COMMON b"!E065/ 12" FIELD GREATER THAN I" IOd GOMMON 6" EDGE / 6" FIELD I- MAX NALL HEIGHT FOP 110/120 MPH ZONE, EXPOSURE B 8 SPACING @ 16" O.G. I5 14 TYI� GAIL SEDT ON DEVILS OF13 FEET: SEE PLAN FOR ADDITIONAL 5PEGIFIGATION IF APPLICABLE NAILING STRAFFING ® EXTERIOR WINDOW/DOOR HEADER ANCHOR BOLT SPECIFICATION 12" MAX 12" MAX b" MIN b" MIN Qxr O O E N �p " ANCHOR BOLT @ 4' O.G. FOR 2 STORY 5" ANCHOR BOLT @ 6O.G. FOR I STORY I. MIN. 1" EMBEDMENT INTO CONCRETE A13" SQUARE NA5HER5 AND END NUT SETUP 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD DOHN5 FOR 5HEARNALL5 3. 1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MIN. TO 12 " MAX. FROM ENDS OR GORNERS FASTENING SCHEDULE B ROU614 OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS [IN ACCORDANCE HITH HOOD FRAME GONSTRUCTION MANUAL 2001 EDITIONI NOTATION I6'-0" 4'-0" 20'-0" 5'-0" 24'-0" b' -O" ROUGH A B G D E F OPNS 50'-0" 13'-0" 60'-O" 6'-0" 10'-0" 19'-O" 2'-0" 2 1-2" X 4" 1 1 1 1 4'-0" 4 1-2" X 4" 2 2 2 2 -o 2-2" X 4" IRE U N m � Z 6'-0" b —OR— 3 3 3 3 L7 Q 2 Z< - 1-2' X 6" zoo w O z ti001 w d 0 CZ zo 2-2"' X 4" K d O J o- 8'-0" 8 —OR— 3 3 3 3 1-2" X 6" LLJ J U 0'-0" 10 2-2"' X 6" 4 4 4 4 12'-0" 12 2-2"' X 6" 5 4 5 4 NOTATION: A- NUMBER OF 8d NAILS @ EA. END OF 5TRAPPINI65 (TABLE 3.1, P. 151) 8 (TABLE 6A PA6E 316) B- NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOOR5) (TABLES 3.236, P. 193) G- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLES 3.23G, P. 10 D- NUMBER OF 16d NAILS. END -NAILED THROUGH ADJACENT KING STUD TO END OF HEADER EA. SIDE (TABLE 3.1, P. 151) d (TABLE bA PA6E 316) E- NUMBER OF JACK STUDS @ EA. END OF HEADEIR5 (TABLES 3.22F, P. 191) A55UME DBL. HDR. F- NUMBER OF Ibd NAILS END -NAILED THROUGH AIDJAGENT JAGK STUDS TO END OF 51LL(5) o EA. 51DE (DOES NOT APPLY TO DOORS) (TABLES 3.8, R I51)It (TABLE 6A PA6E 316) FLOCKING ® ENDWALL R06E- PLATFORM FRAMING ONLY ATTIC BLOCKING 2 BAYS BAGK @ 4'-0" O.G. SECOND, FLOOR BLOGKIN6 2 BAY5 BACK @ 4'-0"' 0.6.- FIRST .C: FIRST FLOOR BLOGKIN6 2 BAYS BACK @ 4'-0"' O.G: 2-16d GOMI NAILS @ b" 2-16d GOMIN NAILS @ 6" 1 FOR FULL LI OF STUD 'SIMPSON" HDQB OR "SIMPSON" PHD6 BLOGKIN6 ENDWALL— C L': HOLDOWN CONECTION SECOND FLOOR ATTACHMENT OFTIONS GM5TGI6 SLOGKIN6 O NDWALL 'SIMPSON" I "SIMPSON" I BLOGKIN( ENDHALL "SIMPSON" HDQB 0 "SIMPSON" PHD6 DTE: LL STRAPPING, ANCHORS, HOLDOWN5, 8 DHE51VE5 0 BE INSTALLED AS PER ANUFAGTURER'S SPEGIFIGATIONS FIRST FLOOR ATTACHMENT OFTION5 2-16d COMMON NAILS @ 6" O.G. FOR FULL LENGTH OF STUD 1/8" (P THREADED ROD EMBEDDED 12 1/2" INTO GONGRETE w/ "SIMP50N" ET (HIGH STREN614 EPDXY ADHESIVE) 8 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT (HIGH STRENGTH ACRYLIC ADHESIVE) TOP PLATE SPLICE LEN6TH� m 1 TABULATED SPLICE LENGTHS A55UME TOP PLATE -TO -TOP PLATE GONNEGTION5 USING 2-Ibd NAILS PER FOOT, FOR SHORTER 5PLIGE LENGTHS, THE NAIL 5PAGING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS 2 TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED IN EXP05UEP B 5 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT HALL HEIGHTS FOR OTHER HALL HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 2-16d GOMMON NAILS @ 6" O.G: y SFL I C I NG OF TOP FLATE TOP PLATE SPLICE REQUIERMENT5 FOR WIND - EXPOSURES B8C - ONE STORY SLAB ON GRADE BUILDING DIMEN51ON (ft.) MINIMUM SPLICE LENGTH (ft.) 2'-O" 3'-0" I6'-0" 4'-0" 20'-0" 5'-0" 24'-0" b' -O" 28'-O" 1'-0" 32'-0" 8'-0" 36'-0" 9'-O" 40'-O" II' -O" 50'-0" 13'-0" 60'-O" 6'-0" 10'-0" 19'-O" 80'-0" 22'-0" COMMON 6" O.G. =ULL LENGTH UD 5THP14RJ FOR FULL LENGTH OF STUD p.� a �MiN 3� TOP PLATE SPLICE REQUIERMENTS FOR WIND - EXPOSURES BBG ALL OTHER GASES BUILDING DIMEN51ON (ft.) MINIMUM SPLICE LENGTH (ft.) I2'-0" 2'-0" 16'-0" 3'-0" 20'-O" 4'-O" 24'-0" 4'-0" 28'-O" 5'-0" 32'-0" 6'-0" 36'-0" N 40'-0" 8'-O" 50'-0" 10'-0" 60'-O" I2-0" 0 N 14'-0" TI= + I6'-0" ENDHALL ONE #4 REBAR FEB 112004 K rn Ox C6 m Y N z0oM moLu YOQZu M of Y rn az�rMi Lo z ~– ° v o Q U c\l m L N 0 o N w o0 J o �w Ld m O N in' N LL Lu ° p yo ID 0 N Q TI= + ED of w Z a w, V O j as Li -o __ IRE U N m � Z L m o O � LL x o L7 ONE #4 REBAR FEB 112004 K rn Ox C6 m Y N z0oM moLu YOQZu M of Y rn az�rMi Lo z ~– ° v o Q U c\l m L !cc ¢ 0 o N w Q J o �w Ld m O N w n >CD W �Zo ED of w Z a w, Of ¢ Z w Li -o __ w o t5 U >�o o�m 0 N N o O 0 NOZ x o L7 Q 2 Z< - N zoo w O z ti001 w d 0 CZ zo U K d O J o- i ¢ ONE #4 REBAR FEB 112004 K rn Ox C6 m Y N z0oM moLu YOQZu M of Y rn az�rMi Lo z ~– ° v o Q U c\l m DRAWN BY, CHECKED BY, E.F.G. B. A, F, MAR. 17,2003 SCALE, NORTH ARROW AS NOTED JOB NO 03-127 DRAWING NO. OF13 L J O Q Ld W w n � W ED w Li N O __ V U V H �z L7 O Z OI zo g J r-' i Z F� W LLJ J U A DRAWN BY, CHECKED BY, E.F.G. B. A, F, MAR. 17,2003 SCALE, NORTH ARROW AS NOTED JOB NO 03-127 DRAWING NO. OF13 WALLS 000000 O O O OO © OO 0 ©OO 00 1D m O OO OO OO OO O GABLE ROOFS 10'<9<45' O O O O OO © O OO 0 00 m 9 s 10'SO<45' For sl, 1 foot=304.8mm, 1 degrees=0.009rad. Note, a=4feet In all cases GABLE ROOFS 9(101 HIP ROOFS 10'(9(30' 07-7 t Ou0' e i 10'<9530' FIGURE R501.2(4?) COMPONENT AND CLADDIN& PRE55URE ZONES 2" x 4" CONTINUOUS LATERAL BRAGE AT 6O.G. TRUSS OR CEILING JOIST 2-I0d NAILS 5d GOOLLER -1 NAILS @ 5" O.G. GYPSUM BOARD BLOCKING �i 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-I0d NAILS 5d COOLER NAILS @ l" O.G. 4" X 20 GAUGE 5TRAP ENDHALL STUDS N� CEILING 5RACIN6 CACLE ENDWALL SI STRAPPING L NAILS GABLE END TRU55 NAILS PORCH/RAFTER/C IRDER CONNECTION DETAIL n.ts. 2-0" O C-0" O G w/ HA5HER d NUT (TYP) (Ts"'.) BOLT PATTERN FOR FLITCH PLATE 1 E PROVIDE 3- 5/95" 5TE DONELS 15" INTO EACH SIDE OF EX. AND PROP FOUNDATION WALL 1„ 7 0 LAG. BOLT qi 5/8" ANCHOR BOLT 4' O.C. (TWO STORY HOUSE) ON IL a 6' O.C. (ONE STORY HOUSE) 16" cle5 PORCH/DECK/HOUSE CONNECTION DETAIL NOTE! 1. SHEATHING A5 PART OF SHEARHALL 5E6MENT (51N.5J, WHERE NOTED ON FLOOR PLAN, SHALL BE GOTINUOU5 FROM SILL TO TOP PLATE OR ADEQUATELY BLOGKED AT JOINTS. 8d COMMON NAILS @ 6" o.c. EDGE & FIELD 2. HOLD DOHN5 REQUIRED AT ALL 4 CORNERS OF STRUGTURE UNLESS OTHERWISE NOTED. 3. SEE CONST. DETAIL 2 (NAILING AND STRAPPING) 4 DETAIL 4 (HOLDOHN d GONNJ. PLYWOOD 5HEATHIN6 8d COMMON NAIL5 ® 6" o.c. EDGE d FIELD DOWN SHEARAALL 5EC DETAIL (TYP) n.t.5. LOAD PATH/FLOOR FRAMAINO DEVIL n.ts. (TYP) VAULT/CATH WALL DETAIL n.t5. IS RIDGE VENT 7GE I6"oc DOD SHEATHING 5HINGLE5 (A5 SELECTED BY OWNER) 5T FROM TOP OF HEADER H OF RIDGE 5T FROM TOP OF SILL H OF ROOF RAFTER 75 I6"oc HDR. FOP PLATE :616,06 JACK STUDS UNDER HDR. (EACH SIDE) TILL UNDER WINDOW IPPLE ® 16' o.c. PLATE LOOR GLUED AND NAILED 'OD 5HEATHIN6 MMON NAILS .c. EDGE $ FIELD BLOCKING DOWN SHEARWALL 5E6 DETAIL (TYP) n.t.5. x 4" STUDS 16"or " PLYWOOD 5HEATHIN6 POR BARRIER 5" 5HEI-TER WRAP E.P.5. BOARD NYL 51DIN6 (AS SELECTED BY OWNER) /4" SUB FLOOR GLUED AND NAILED x X" FLOOR JOISTS I6" CC )R 5TR,NPS - 3 8d COMMON NAILS o EA. END OF STRAP H2.5A GONEGTOR (BY SIMPSON) FFIT MATERIAL OVER I" RIGID INSULATION ER 1/2' GDX PLYWOOD UNDER 2" X " )OR J015T5 WITH R-22 BATT INSULATION. )OR JOISTS TO BE SET BAGK IN HOUSE x 4" STUDS I6"oG 2" PLYWOOD 5HEATHIN6 NPOR BARRIER. 8" 5HFLTER WRAP E.P.S. BOARD NYL SIDING (A5 SELECTED BY OWNER) (TYP) CANTILEVER DETAIL n.t.5. 2. ALL HINDOHS MUST BE ANDERSEN "LOH E " GONTINUOU5 RIDGE VENT 2"x 10" RIDGE 6" x 4" P05T FROM TOP OF HEADER TO BOTTOM OF RIDGE 2"x 8" RR 6"oc 1/2" PLYWOOD SHEATHING #15 FELT ASPHALT 5HIII (A5 SELECTED BY OWNER) 2- 2" x 12" HDR 6" x 4" POST FROM TOP OF 51H To BOTTOM OF ROOF RAFTER 2"x 4" STUDS I6"oc GIRGLE TOP HINDOHFEB 11 2004 2- 2"x 4" TOP PLATE 2"x 4" STUDS Ib"oc 2- 2" x 4 JACK STUDS UNDER HDR. (EACH SIDE) 2- 2"x 4" SILL UNDER WINDOW 2" x 4" CRIPPLE ® 16" O.C. 2"x 4" SILL PLATE 3/4"SUB FLOOR GLUED AND NAILED (TYP) VAULT/CATH WALL DETAIL n.t.5. LOT 11 11)0-21 —03 DRAWN BY, CHECKED DY, E.F,6 B A. F. DATE, MAR. 17,2003 SCALE NORTH ARROW AS N°TED JOB NO, 03 - DRAWING N°. OF13 N � w t z 0 O Q 0 00 m i Y 0 0 M N N H Y. W H j 0 F) IS m N ■ ■� Q Z n Z o m u m v �Za OR Q Z -00m v N oa>cO NZ o 0 X LL � Q Q Z LL o W n LOT 11 11)0-21 —03 DRAWN BY, CHECKED DY, E.F,6 B A. F. DATE, MAR. 17,2003 SCALE NORTH ARROW AS N°TED JOB NO, 03 - DRAWING N°. OF13 w t z 0 O N 00 W Y W J 0 W � F) LO z z Q W ox° ll� o 3z0 u o �Za U Q Z -00m N oa>cO of� o 0 X LL � Q Q Z LL o W n Y O_Y a1 ��� rmm -i Q Z J ¢ Q U M Z M 0 Q o J o 0 < B -- Q F-01 w O wzo qzm W N Z O Q LL O Q� 0N�(�0 zQ U ~ v w�� w z U QQHU Q J U ao@ o a a 3 W LOT 11 11)0-21 —03 DRAWN BY, CHECKED DY, E.F,6 B A. F. DATE, MAR. 17,2003 SCALE NORTH ARROW AS N°TED JOB NO, 03 - DRAWING N°. OF13 O w W F) LO Q W w o H- u o U Q N o O Q H Y -i Q Z J ¢ o Ed O wzo a Q H OL 3 W W L Q U QA LOT 11 11)0-21 —03 DRAWN BY, CHECKED DY, E.F,6 B A. F. DATE, MAR. 17,2003 SCALE NORTH ARROW AS N°TED JOB NO, 03 - DRAWING N°. OF13