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HomeMy WebLinkAbout36014-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 4/27/2011 CERTIFICATE OF OCCUPANCY No: 34916 Date: 4/27/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION 2805 STANLEY RD MATTITUCK, N.Y. 11952, Sec/Block/Lot: 106.-8-72 Filed Map No. Lot No. filed in this officed dated 36014 dated 11/9/2010 conforms substantially to the Application for Building Permit heretofore 11/9/2010 pursuant to which Building Permit No. 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: One family dwelling with full bathroom and bedroom in basement (remaining basement is unfinished), front and rear covered porches and attached three car garage as applied for. The certificate is issued to Winhaven Associates LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4/4/11 r10-06-0091 4/26/11 7722 5/24/08 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36014 Z Date NOVEMBER 9, 2010 Permission is hereby granted to: for : WINDHAVEN ASSOCIATES LLC 98 CUTTERMILL RD. STE. 350-S GREAT NECK, NY 11021 CONST.OF A NEW SINGLE FAMILY DWELLING W/ATT.THREE CAR GARAGE COVERED FRT. & REAR PORCH AS APPLIED FOR .PLANNING BOARD RPL. # 32664 at premises located at ~9~ County Tax Map No. 473889 Section 106 pursuant to application dated NOVEMBER Building Inspector to e~ire on MAY MATTITUCK Block 0008 Lot No. 072 9, 2010 and approved by the 9, 2012. Fee $ 3,786.80 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32664 Z Date JANUARY 22, 2007 Permission is hereby granted to: WINDHAVEN ASSOCIATES 98 CUTTERMILL RD. SO. GREAT NECK,NY for : CONSTRUCTION OF A NEW SINGLE F~_MILY DWELLING WITH ATT. THREE CAR GAP-AGE, COVERED FRONT AND REAR PORCH AS APPLIED FOR PER PI2~NNING BOARD APPR. at premises located at 4~35~E County Tax Map No. 473889 Section 106 pursuant to application dated JANUARY Building Inspector to expire on JULY MATTITUCK Block 0008 Lot No. 072 9, 2007 and approved by the 22, 2008. Fee $ 3,786.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL APPLICATION FORCERTIFICATEOFOCCUPANC~l Alii{ 27 2011 This application must be filled in by typewriter or ink and submitted to the Building Depar~ment~ A. For new building or new use: [ 1. Final s~ey of prope~y with accurate location of all buildings, prope~y lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fo~). 3. Approval of electrical installation from Board of Fire Undemfiters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Co~ercial building, industrial building, multiple residences ~d simil~ buildings and installations, a ce~ificate of Code Compliance from architect or engineer responsible for the bulling. 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: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: ~ Location of Property: ~ S'D ~ House No. Owner or Owners of Property: Old or Pre-existing Building: Date. (check one) Street Hamlet Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Block 0 b~ Lot Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) + SUFFO_K BUREAUo~ 40 Nottingham Ddve, Middle Island NY 11953 Telephone:631 4958136 · Fax:631 9806455 , E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Suffolk County Tax Map No.: R3 - @ and G Electric Inc. October 3 ~2007 7722 Certificate No.: 7722 Final Inspection Date: May 24,2008 Building Permit No.: 3S664Z This Certificate of Electrical Corn Dliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not affcer the final inspection date above: Owner: The Fields Site Location: 2805 Stanley Road, Mattituck, NY :1.1952 Owner's Address Iif different): [] Residential F¢~ Indoor [] Basement [] Service ~ Shed ~ Commercial [] Outdoor [] First Floor [] Pool [] Hottub [] New [] Renovation ~j Second Floor [] Attic [] Garage L~ Addition ~ Survey Other: INVENTORY Single Phase 300A- Heat o.. Duolex Recot 105 Ceiling Fixture 41 HID Fixtures Three Phase HOt VVate~ GFCl Recpt 16 Wall Fixture 23 Smoke Main Panel 2-30c AC Cond 4 Sing~ Recpl 21 Recessed Fixture 76 CO Detect 2 Sub Pane~ AC Blower 4 Range Recpt FIourescem Pumps Transformer ADC lances 7 D~/er Recpt 1 Emergency Time Clock Disconnec~ 4 Switches 90 Twist Lock Exit Fix[ures TVSS GFCI Breaker Heat PUmD Electric Heat Pool Luminaite Exhaust Fan 7 Other Equipment: washer aryer, wall oven, gas range noc~ .acuzz~ tub. rethgerator w ne coo er ice maker, (smoke and Co are LOW Voltage) The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code reqmrements and this office. Applicant: RJ - P and G Electric Inc. Inspected By: Gene Surdi ./ License No.: 40161-ME Date Of Certificate: Feb 02,2009 TRANSMISSIO!~ ?~'~,L~~ ~C~TION REPORT TIME 04/06/2011 06:§? D~TE,TIME FAX h'C./~,'E DURAtiON PAGE(S) RESULT MODE ~TANDAR[ CERTIFICATION Building Permit No. Owner: 60 (Please print) Plumber: C Cc~ b~, xo - (Plefise print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~/~ day of /4-~91;) [ , 20 } / t Notary Public, /~/~ounty JOY L. MELESKI NOTARY PUBLIC, STATE OF NEW YORK QUAI&ClED IN NASSAU COUNTY RE(~, #01ME6225381 MYCOMM EXP 07-19-201,4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ~ ''-~''v 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [~/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PF. NETRATION REMARKS: DATE INSPECTOR__~'~h ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTR~ [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: /~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT ~C(~NSITIUCTION [ ] ?RE RESISTANT PENETRATION R.ARKS: ~ ~ ~.'-.'-~ DATE /0- ~-or INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ~'/ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [~/INSULATION [ ] FINAL [ ] FIRE SA,---, t~ INSPECTION [ ] FIRE RESISTANT PENETRATION DATE, '/~)-~-~ ~ INSPECTOR~~~'~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FI.E RESISTANT C0.S~UCrl~ [ ] FIRE RESiSTA.T PF. NE'I~l10N REMARKS: DATE II ~ I ~- / o INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING /~FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCIION[ ]FIRERESISTANTI~NETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [/~'~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAJ-,., ~ IILSI~CTION [ ]F~RESb'T~TCO. STR~O. [ ]FIRERESm'ANTPENE'mATION REMARKS: ~~ ~ ///~-~/~ ~. . DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [~'I~.REpLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [,/]~RE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~3'.>-/ ,4~/~ //~./~:.~) ~'~. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c 2o 07 Expiration rT/~ ,20 0 ~) PERMIT NO. ~ (~ (~ c/~59 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the followifi, g, before applying'? Board of Health ? 4 sets of Building Plans Planning Boar~approval Survey. Check Septic Form N.Y.S.D.E.C. trustees Contact: Phone: /i~Inspector APPLICATION FOR BUILDING PERMIT Date~(_~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to ~cale. 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'I 8'm0nt~s from ~uch date. If no zoning amendments or other regulations affecting the propei'ty hhv~ been enacted in the interim, the Building Inspector may authorize, in Writings'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.& o.~.~ ~ ~'~ - (Signature of applicant or name, if a corporation) (M~iling address of applicant) State-'~h~ther applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises L~!~qho./v,~_dv% ~-~-~g>F_~d~---T~s-~ '(As on the tax roll orllatest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Tradds License No. 1. Location of land on which p~rqposed.work willrhle itone: House Number ~et t ~ Hamlet County Tax Map No. 1000 Sectif~ ~ Block Subdivisio~ ~ ~ ~ f~ ~ Filed Map No. I ~ame) Lot o'-/7_. Lot 2. State existing use and occupancy ofpre.rr[ises and intended a. Existing use and occupancy t°/~q b. Intended use and occupancy ~-~/~ l~,,, .~a.,~ ,~ 3. Nature of work (check which applicable): New Building Repair Removal 4. Estimated Cost ¢~2.5 × 5. If dwelling, number of dwelling units If garage, number of cars use and occupancy of proposed construction: 4 Addition Other Work Demolition 5 0 .5 Fee Number of dwelling units on each floor Alteration (Description) (To be paid on filing this application) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Y}l~ ~ Dimensions of existing structures, if any: Front. Rear .Depth Height. Number of Stories 4- Dimensions of same structure with alterations or additions: Front Depth. Height_ Number of Stories --'~JS.. Dimensions of entire new construction: Front ~4 ~- "2 ti Rear ~'~ t_ '7 I, Depth Height ~2- -~rI~ .Number of Stories 9. Size of lot: Front 9~[. ~> Rear /°/{4~' Depth ~'12~· 10. Date of Purchase Name of Former Owner T~4~4 CJ~o 11. Zone or use district in which premises are situated 4~ Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO__ 13. Will lot be re-graded? YES NO )q Will excess fill be removed from vremises? YES NO - ~ ~-~ ,1 .~ - 14. NamesofOwnerofpremises~Jl~tCt~ ~--./Aae~ress i,ozi ~oneNo. 51~ ~q O~3~ ~ NameofArchitect ~xe~e~~~ Address 66 ~a~,~ g~ PhoneNo 63~'qg~-~Off~/ Name of Contractor Address 6o~*~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES * 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. NO ~' 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ~17. If elevati0n at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF ~,~(~IK S)S: ~..S. ctrn DQ. CO ca ora ~ t'c4. ~eing duly sworn, deposes and says that ~'~e~ the applicant (Name of individual signing contract) above named, ' ' S~the /~tod% '3c (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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 200(~ X~ N'otdry John J. zitschauer Public g~(ptanj Public, State of g(ew York Qualified in 5uffolk County NO. a z~6040038 Commission E~pires 04/1 7/~010 ~'" ' Sign'ature of Applicant dj SCOTT A. RUSSELL SUPERVISOR TOWN HALL - 53095 MAIN ROAD Fax. (631)-765-9015 JAMES A. RICHTER, R.A. ENGINEER TOWN OF SOUTHOLD, NEW YORK 11971 Tel.(631) 765-1560 OFFICE OF THE ENGINEER TOWN OF $OUTHOLD Mr. Michael Verity Building Department Town Hall, 53095 Main Road Southold, New York 11971 Re~ The Fields at Mattituck Subdivision SCTM #: 1000-113-02-1.1 January 8, 2007 Dear Mr. Verity: The Developer for the above referenced subdivision has requested permission to begin construction of three Model Homes to be located on lot numbers 4, 18 & 19. A copy of the subdivision entrance showing these lots has been enclosed for your use. At this time; the excavation, placement and installation of additional utilities are required within the new Right-of-Way. The Developer has agreed to install and maintain the "RCA" sub-base material to stabilize the road for access to the three Model Homes. This "RCA" sub-base has been constructed in a satisfactory manner and access to the three homes is now stable. Please keep in mind that this road sub-base will need to be maintained throughout the construction process and totally reconstructed immediately after the remaining utilities are installed. Therefore and at this time, I would recommend the processing of building permit applications for these three building lots within this subdivision. If you have any questions concerning this matter, please contact my office. //dgmes A. Richter, R.A. 'l'ox~ ,, [ hdl 54375 Mare R.ad P.(). Box 117!1 Tclcphonc (631) 765d802 I:ax (t;:l [ ) BUll J)IN(; 1)FJ'AI{TM I'~NT TOWN OF SOUTHOLD FIRST NOT~¢E ~Tuly 8th, 2010 Windhaven Associates, LLC 98 Cuttermill Road Ste. 350-5 6reat Neck, N.Y. 11021 RE: 2805 Stanley Rd. SCTM #1000-106.-8-72 To Whom ;It May Concern: Please be advised that your Building Permit # 32664 & Building Permit # 33600 have expired. According to the Code of the Town of Southold, a Certificate of .Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $4036.80. at that time, we can schedule an inspection by one of our Building Znspectors. COPIES OF BUILDING PERMTTS INCLUDED FOR YOUR CONVENIENCE. you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUI:LD]:N6 DEPT BP/it 3:~664 NEW DWELLZN6 $3786.80 BP # 33600 ZN-6ROUND SWZMMZN6 POOL $250.00 To~a~ Hall Annex 54375 M~in Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF $OUTHOLD September 21s*' 2010 FTNAL NOTICE Windhaven Associates 98 Cuttermill Road Suite 350-5 Great Neck, N.Y. 11021 RE: 2805 Stanley Rd. CiN-&ROUND SWZMMIN& POOL) SCTM # 1000-106.-8-72 To Whom It May Concern: Please be advised that your Building Permit # 33600 issued January 22nd, 2007, has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $250.00; at that time, we can schedule an inspection by one of our Building Tnspectors. PLEASE SEE ENCLOSED DOCUMENT REGARDING SWZMMZNG POOL CODES. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT 'l'mm Hall Annex 5t375 Main Road P.O. Hox 1179 Southold. NY 115~71-0!)59 'l'clcphonc (631) 76,5-1802 Fax (631) 7634)/;02 BI iliA)lNG 1)EPARTMI~;NT TOWN OF SOUTHOLD Windhaven Associates 98 Cuttermill Road Suite 350-5 Gceat Neck, N.Y. 11021 October 27th, 2010 Re: 2805 Stanley Rd. / Violation 5CTM # 1000-106.-8-72 To Whom It May Concern: You're BUILDING PERMIT # 32664 & BUILDING PERMIT 33600 have been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the 5outhold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. ENCLOSED PLEASE FIND COPIES OF REFERENCED BUILDING PERMITS. Therefore, you have ten days from the receipt of this letter to submit a check made oqt to the Town of Southold in the amount of $4036.80 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m Respectfully Yours, Michael Verity~ ~Inspector Southold Building Department cc: Damon Rallis Zoning Inspector 7D1,D DSq!Fl [IBBi~ 6qh6 i~q, Sq Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765 1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 15, 2010 Winhaven Associates LLC 98 Cuttermill Road, Suite 350-S Great Neck, NY 11021 NOTE: 2805 Stanley Rd, Mattituck See copies of inspection tickets dated 10/2/07 & 12/10/07. TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy '~ Application of Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. __ A fee of $50.00. __ Final Health Department approval. · Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit:: 36014-Z new dwelling TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER LAND IMP. ACR I TYPE OF BLD. TOTAL PROP, CLASS DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL REScheck Software Version 3.7 Release lb Compliance Certificate Project Title: The Fields at Mattituck - Model B Report Date: 11/29/06 Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: 18% Heating Degree Days: 57S0 Construction Site: NY New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric Owner/Agent: Permit # Permit Date Designer/Contractor: Axelrod & Cherveny Amhitects 66 Hamed Road Commack, NY 11725 Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" c.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 4: Glass: Door 5: Solid: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: Furnace 1: Fomed Hot Air: 90 AFU E 2741 30.0 0.0 96 47.9 30.0 0,0 16 4766 13.0 0.0 315 679 0.340 231 172 0.400 69 70 0.440 31 3196 19.0 0.0 150 Statement of Compliance: 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 Yod( State Energy Conservation Construction Code raquiraments. When a Registered Design Professional has stamped and signed this page, they ara attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Cede. //t/--~,--~/~/ Builder/Designer Company Name Date The Fields at Mattituck - Model B Page 1 of 4 REScheck Software Version 3.7 Release lb Inspection Checklist Date: 11/29/06 Ceilings: C1 Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comment~: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Doors: Door 4: Glass, U-factor: 0.400 Comments: Door 5: Solid, U-factor: 0.440 Comments: Floors: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating end Cooling Equipment: [] Furnace 1: Forced Hot Air: 90 AFUE or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are soumes of air leakage must be sealed. [] Recessed lights must be 1) Type lC rated, or 2) installed inside an apprepdate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materiels Identification: I~ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. I-I Materials and equipment must be identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment end service water heating equipment must be provided. ~1 Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duc~ Insulation: The Fields at Mattituck - Model B Page 2 of 4 Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- ~1 Retum ducts in unconditioned spaces (except basements) must be insulated to R-2. · insulation is not reduimd on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g, (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: I~1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone· Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a soume of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the iniet and outlet unless the water heater has an integral heat trap or is part of a ciroulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: Ct All heated swimming pools must have an o~/ofl heater switch and require a cover unless over 20% of the heating energy is fram non-depietable soumss. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. The Fields at Mattituck - Model B Page 3 of 4 Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25' Circulating Mains and Runouts 1.5' to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1,5 100-139 0.5 0.5 0.5 1,0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1' and Less 1.25" to 2.0" 2.5' to 4" Heating Systems Low Pressure/Temperature 201-250 Low Temperature 120-200 Steam Condensate (for feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2,0 0.5 0,5 0.75 1.0 1.0 1.0 1.5 1,5 NOTES TO FIELD: (Building Department Use Only) The Fields at Mattituck - Model B Page 4 of 4 KELLY ENGINEERING ASSOCIATES 12700 Mar)wale Court Ellicott City, MD 21042 Phone: (410) 531-3592 Fax: (410) 531-6273 WIND LOADING CALCULATIONS for SINGLE FAMTI,Y RESIDENCE at THE FIELDS AT MATTITUCK MODEL B TOWN OF SOUTHOLD, NY November 20, 2006 REFERENCE CODES: RESIDENTIAL CODE OF NEW YORK STATE BUILDING CODE OF NEW YORK STATE ASCE 7-98 "MIN[MUlff DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" .. ~ M~tfituck B Residence Kelly Engineering Associates Design Parameters in accordance with the Residential Code of New York State: Basic Wind Speed = 120 MPH (3 sec gust) (Figure R301.2(4)) Exposure Category B - Suburban area with obstructions or wooded area for 1500 feet from structure (R301.2.1.4) Imemal Pressure - Designed as partially enclosed building in accordance with the Building Code of New York State (R301. 2.1.2) for structure within one mile of coast without missile resistant windows Note: Glazed window openings do not have to be protected from wind borne debris m single family homes designed as partially enclosed structures Load Combination: .6D + W (Fonnula 16-11 of the Builc~ng Code ofNew YorkState) Wind Pressures are calculated in accordance with ASCE-7: Qh=.00256 Kz Kzt Kd V V I (Eq 6-13) Kz = .70 for Exposure B, Z=30 fl height above grade (Table 6-5) Kzt = N/A (site does not meet requirements for hilly terrain as defined by 6.5.7.1) Kd = .85 (Table 6-6) V = 120 MPH ( Wind speed - 3 sec gust) I = 1.0 (Building Category II) (Table 6-1) Qh = .00256 (.70) (.85) (120) (120) (1) = 21.93 esr P = Design wind pressure = Qh (G Cp - G Cpi) (Eq 6-18) G Cpi = +/- .55 (Table 6-7 for Enclosed Building) G Cp is determined from Fig 6-5 Mattltuck B Residence WALL PRESSURE G Cp = +0.9 / -1.0 (Figure 6-5 for Zone 4, A=40SF) P= 21.93 (1.45/-1.55) = 31.8 PSF Inward / 34.0 PSI* Outward First Floor: Span = 9 ft Use 2x4 SPF #1/2 grade ~ 16" o/e Garage: Span = 10 ff Use 2x4 #2 grade at 12' o/e Family Room side wall: Span = 20 ft Use 2x6 #2 grade ~ 16" o/e Second Floor: Span = 8 ft Use 2x4 SPF stud grade ~ 16" o/e Kelly Engineering Associates ROOF UPLIFT PRESSURE G Cp = -1.2 at Zones 2 and 3 G Cp = -1.0 at Zone 1 G Cp = -2.0 at Overhang Wind Uplift Pressure: P = 21.93 (-1.2 - .55) = 384 PSF at Zones 2 and 3 P = 21.93 (-2.0) = 43.9 PSF at Overhang Roof Dead Load = 3 PSF (Shingle Roof) + 1.0 PSF (firing) + 3.2 PSF (Framing) = 7.2 PSF x 1.20 (adjustment for 10/12 slope) x .6 = 5.0 PSF Net Uplift Pressure = 38.4 PSF - 5.0 PSF = 33.4 PSF (Zones 2 and 3) Net Uplift Pressure = 43.9 PSF - 5.0 PSF = 38.9 PSF (Overhangs) (Fig 6-5B, Gable Roof, Slope = 30 to 45 degrees) Maffituck B Residence Rafter to Ridge Tension Strap: U = 33.4 PSF (19'X19'/2) (12/12)/10.5' = 574 lbs Use Simpson LST18 strap w/6-10d nails at each rafter U all = 4 (154 lbs) = 616 lbs > 574 lbs Kelly Engineering Associates Uplift from rafter to exterior wall (worse case at BRO3 and foyer): U = [33.4 PSF (26'/2') ] (16/12) = 579 lbs H = [33.4 PSF (11') + 38.9 PSF (.5')] (16/12) = 516 lbs Secure rafter to wall smd with Simpson H8 clip + 4-16d toenails Uall = 745 lbs > 579 lbs Hall = (4) 158 = 632 lbs > 516 lbs Secure sheathing to double top plate with 2-8d nails ~ 4" o/c Uall = 98 lbs (2) (16"/4" o/c) = 784 lbs > 579 lbs Uplift at interior bearing wail: U = [33.4 PSF (34.84'/2') (16/12) = 712 lbs Secure rafter to wall stud w/Simpson 1t8 clip Uall = 745 lbs > 712 lbs Secure stud to joist or rim below with Simpson LSTA24 strap ~ 16" O/C w/5-10d nails each end Uall = (5)154 = 616 lbs > 712 lbs Uplift at second floor exterior wall (at BR 03): U= 579~ - [(5.8')( 12psf)+(8')(7ps0](16/12)(.6) = 478 lbs/stud CS-22 ( 1 ¼"x20 ga) coil strap ~ 32" o/c w/8-8d rain nails into studs Uall = 8 (127 lbs) = 1016 lbs > 478 (32/16) = 956 lbs .Matfituck B Residence Kelly Engineering Associates Uplift at base of first floor exterior wall (worse case at BR #3): U= 478 lbs - [(7.6'X12psf)+(8,X7psO](16/12X .6) -- 360 lbs/stud Secure sheathing to double sill plate with 2-8d nails ~ 6" o/c Uall = 127lbs (2) (16"/6" o/c) = > 677 lbs > 360 lbs KEY · Symbol Description ~ "~ ' Existing Contours (C.L =2') · ~ Proposed Contours (C.I.=F) 372 JERICHO CORP. Lot #3 (Vacant) N/E 372 JERICHO CORP. Lot #4 (Vacant) 29' Proposed PROPOSED RESIDENCE FFE: 71.0' 6 R=165', L=186.75' ~72 d~RICHO CORP. Lot ~9 (Vacant) 30.8' PROPOSED SANITARY SYSTEM 1,500 GAL. SEPTIC TANK (8' DIA. x 5' LIQUID DEPTH) WITH HIGH DOME AND (2) 8' DIA. x 8' DEEP LEACHING POOLS (LOC. OF FUTURE EXP. SHOWN) k N/F 372 JERICHO CORP. Lot #17 (Vacant) Non Disturbance Natural ; x~ Vegetation Suffer f Disturbance ~. Natural Vegetat on ~ - -- Buffer :~ :;:~ '~'~O.OO Disturbance 9'~Nctur~l ~ Vegetation ~ ~Buffer 30' 0 15' 30' GRAPHIC SCALE Notes: Suffolk Co. Tax Map · District 1000 Section lug, ~ Block % ~ Parcel 072.00 1. Area ofLotgl8 = 33,135 Sq. Ft. (0.761 Acres) and is owned by 372 Jericho Corp. Existing contours from Final Road & Drainage Plan as prepared by Young & Young Land Surveyors of July 30, 2004 and surveyed January 28, 1992. (Datum: NGVD 1929 USC & GS) Test Hole, proposed lot subdivisions, roads and water main shown on Final Plat of The Fields at Matttituck - Suffolk Co. File Map#11370 of March 31, 2006. There are no known wells within 150' of proposed cesspools. There are no known storm drains within 20' of proposed cesspools. There are no surface waters within 300' of parcel. All surrounding parcels vacant within 150' of property line. Proposed Residence as per Model B - Architectural Drawings by Axelrod & ChervenyArehitects, A.I.A., P.C. - October 2006. EXCAVATION INSPECT~N FOR SANITARY .~YSTEM BY H~LTH DEPA~M~ SUFFOLK CuU; :, ( ~.' ...... ~ ...... LTh..AViCE5 Proposed Sanitary System is designed for a total of 6 Bedrooms. DATE i I~zS'~ H.S. APPROVED TOTAL ~!..%XLM U b B~E 2RO; Y,S EXPIRES THREE YEARS FROM DATE OF ~PROVAL REVISIONS Lot NO.18 at the the Fields at Mattituck Suffolk County, New York Situate at Mattituck Suffolk County, New York,To~rn of Southold Sewage Disposal System Plan L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS Plan Notes: 1. Existing contours from Final Road & Drainage Plan as prepared by Young & Young Land Surveyors of July 30, 2004 and surveyed January 28, 1992 (Datum: NGVD 1929 USC & GS). 2. Proposed Residence as per Model B - Architectural Drawings by Axelrod & ChervenyArchitects, A.I.A., P.C. - October 2006. 3. Proposed Sanitary System is designed for a total of 6 Bedrooms. N/F 372 JERICHO CORP. Lot #3 (Vacant) N/F \ 372 JERICHO CORP. Lot #4 (Vacant) 49.5' Proposed isti~g Bldg. PROPOSED RESIDENCE FFE: 71.0' GOge PROPOSED DRIVEWAY 6 R=165', NfF 372 JERICHO CORP. Lot #19 {Vacant) KEY Symbol Description ~ ~f~ Existing Contours (C.I. =2') ~ Proposed Contours (C.I.=i') 33.1' --PROPOSED SANITARY SYSTEM 1,500 GAL. SEPTIC TANK (8' DIA. x 5' LIQUID DEPTH) WITH HIGH DOME AND (2) 8' DIA. x 8' DEEP LEACHING POOLS (LOC. OF FUTURE EXP. SHOWN) N/F 572 JERICHO CORP. Lot #17 (Vacant) GRAPHIC SCALE Non Disturbance Natural Vegetation Buffer N,y suFFO,K cou~ , ' PROPERTY TAX MAP Disfurbonce \ Natural- N~ D/Sm/CT ~ BLOCK ~ Natural Vegetation ~ Buffer PROPERTY OF 372 JERICHO CORP. ON THE SUBDIVISION MAP OF FIELDS AT MATTITUCK LOT 18 FILED: MARCH 31, 2006 AS MAP NO. 11370 SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK APRIL 19, 2007 AREA OF PARCEL = 33,135+ SQ.FT. OR 0.761+ ACRE NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U..~ STANDARDS. BEARINGS SHOWNARE ARE REFERENCED TO FINAL PLAT OF "THE FIELDS AT MA~ITUCK,' FILED MARCH 31, 2006 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 113;'0. 3. UNAUTHORIZED AL TEEA TION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S ,SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LA W 4. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL I hereby/cut, fy that this map was made from an act~aT~fftedby~e on 4/14/200~7 ROY/R.F]ULTKEt~dN; P.~.g. - NYSPL~ No. 49500 R~VISIONS II[lllllll~l~l Fields at Mattituck ~lllllllllllllllllllllillllllt LOT #18 (Parcel#?2) Building Residence POST CONSTRUCTION FOUNDATION L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS Plan Notes: 1. Existing contours f~om Final Road & Drainage Plan as prepared by Young & Young Land Surveyors of July 30, 2004 and surveyed January 28, 1992 (Datum: NGVD 1929 USC & GS). 2. Proposed Residence as per Model B - Architectural Drawings by Axelrod & ChervenyArchitects, A.I.A., P.C. October 2006. 3. Proposed Sanitary System is designed for a total of 6 Bedrooms. N/F 372 JERICHO CORP. #3(Vacant) N/F \ 372 dERICHO CORP. #4(Vacant) 157.5' ! ! Existing I~= 165',L=40.00' , ',% ' ~ ~/';''L~e' - J~Ou'~ / '~-R=1,070',L=186.75' N/F 572 JERICHO CORP. Lot #/,9 K E Y (Vacant) Symbol Description _- ~ ~ Existing Contours (C.I. =2') ~ FinishedContours (C.I.=I') 33.1' (AS-BUILT) SANITARY SYSTEM 1,500 GAL. S£~oTIC TANK (8' DIA. x 5' LIQ, UID DEPTH) WITH HIGH DOME AND (2) 8' DIA.' ....... 8' DEEP LEACHING POOLS (LOC.I ~, -.. OF FUTURE EXP. SHOWN) PROPERTY OF 372 JERICHO CORP. ON THE SOB IVISION MAP OF FIELDS AT MATTITUCK LOT 18 FILED: MARCH 31, 2006 AS MAP NO. 11370 SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK APRiL 19, 2007 GRAPHIC SCALE 372 JERICHO CORR. Lot #17 (Vacant) 0 15' 30' Non _- /~ ~ Disturbance / ',, Natural' /I ~:,~ Vegetotio. D / / Naturai---Xx ]:-Vegetation ' ~ _ t Buffer ~/' 2; ~o~i~once ~ ~%~0. Noturol DRIVEWAY Vegetation B u ff e r .SUFFOLK COUNTY REAL ~ PROPERTY TAXMAP ~0'~. ' SECTION 106.00 %\ \ s~oc~ o~.oo l ll , o .ooo '' ~ /1~ y,c~ify that this map was made fmm 3**7 )/ / j//// R~ . ~LKERSO~ P. LS. NYS. .S No. 49500 NOTES MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS BEARINGS SHOWN ARE ARE REFERENCED TO FINAL PLAT OF "~qE FIELDS AT MATTITUCK," FILED MARCH 31, 2006 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 11370. UNAUTHORIZED AL TEPoA TION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCA T/ON ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S 'EMBOSSED' OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. CERTIFICATIONS INDICA TED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BV THE NEW YORK STATE ASSOClA T/ON OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. THE SURVEY CLOSES MA THEMA T/CALL APR 2 D., 2011 3//28/10 LMY ADDED WATER : LMY AS-BUILT SCHD SANITARY LOCATION REVISIONS Fields at Matt/tuck LOT #18 (Parcel#72) Building Residence L. K. MeLEAiq ASSOCIATES, P.C. AF :A OF PARCEL = 33,135+ SO.FT. OR 0.761± ACRE Plan Notes: Existing comours from Final Road & Drainage Plan as prepared by Young & Young Land Surveyors of July 30, 2004 and surveyed January 28, 1992 (Datum: NGVD 1929 USC & CS). Residence as per Model B - Architectural Drawings by Axelrod & Cherveny Architects, A.I.A., P.C. - Sanitary System is designed for a of 6 Bedrooms. N/F 572 JERICHO CORP. Lot #3(Vacant) I ,572 JERICH CORP. #4(Vacant) ! / 49.5' , -" E ~oo PROPERTY R= 165',L=40.00' ~ ~o%e' OF 372 JERICHO CORP. ~ ~-~ ON THE Existing ~ ~uu.-- J '~-R=l ,070',L=186.75' N/F SUBDIVISION MAP OF 372 dERICHO CORP. FIELDS AT MATTITUCK Lot #t9 K E Y LOT 18 d~ (Vacant) Symbol Descripuon FILED: MARCH 31, 2006 AS MAP NO. 11370 Existing Contours (C.1. =2') · SITUATE AT \ ~ ~.0.. ~ Finished Contours (C.I. 1') xxe MATTITUCK ., TOWN OF SOUTHOLD \ / / SANITARY SYSTEM SUFFOLK COUNTY, NEW YORK 1,500 GAL. SEPTIC TANK (8' DIA. x 5' LIQUID DEPTH) APRIL19,2007 WITH HIGH DOME AND (2) 8' DIA. \ x 8' DEEP LEACHING POOLS (LOC. AREA OF PARCEL = 33,135:k SO.FT. OR 0.761:1: ACRE 4.3' ~d Existing APR 2 7 2011 NOTE~ 'i MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. FoundoUor ~ ."~ k.~ · MATTITUCK,' FILED MARCH 31, 2006 IN THE SUFFOLK COUNTY CLERK'S OFFICE AS sS~i~ ~o..~tJ7~ Woll ~ ~ \ TOWNBLDG' DEPI.oF SOUTHOLO 2. BEARINGSSHOWNAREAREREFERENCEDTOFINALPLATOF"THEFIELDSATMAP NO. 11370  3 UNAUTHORIZEDALTEI~ATIONORADDITIONTOASURVEYMAPBEARINGA 11~ g LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SEC TION 7209, 9, O~ SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW a'RESIDENCE Non 4. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL F'F-E : 71.0' ~ Disturbonce OF THE LAND SURVEYOR'S "EMBO$SED" OR "INKED" SEAL SHALL BE CONSIDERED N o t u ra TO BE VALID TRUE COPIES. 0 - ~ / ; D is f u r b a n c e ~' ~HOE AVE~ss I~~ [~Er~O'? fH~Ec L~E~N~ IONLGE I~Ntg ~ ,G~ ;~ ,SO, ;~ Mcr [o~5 ,~ ,% ATET~DoH~sE%E~C ~ ~~ r~ rO / / i~arural ;~\ · .~ / Vegetation ~j o. RIGHTS-OF-WAYNOTSHOWNARENOTOERTIFIED. ~ -- ol Buffer~'-~,/ 7. THESURVEYCLOSESMATHEMATICALLY. / _// ~ '/ Non ~ ~ - -- / ~ ~ Dis.!u~'bonce ~ ~ Vegetation ~ / ~ Buffer SUFFOLK COUNTY REAL 4/27/11 TLS REVISED BUILDING LABEL, ADDED DIM. CFD / ~ ~ 3/28/10 LMY ADDED WATER SERVICE CFO /~ ~' ~ ~ LMY CORRECTED SCRP TAX MAP# CFD ~ ~ -- -.. SECTION 106.00 . ~ ~.E~ ~ B~OO( o~.oo ~ N/F / ~fi'~ ~*~-~ LOT 072.000 ~ 572 JERICHO CORe~- ~' ~'"'-"~:-4 ~_~ N / Lot # 17 '&'~ ~. -q'~ ¢t~ ' hereb~c~.ertify thaht~is map was made from (Vacant) 4r ~ 1-! an aa(ual §urv~ dom, leteT/~~ REvIeIONS LOT #1~ (Par~el#?~) IllJlllllllllJlll Building Reaidenoe POST CONSTRUCTION SURVEY L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS /1 GRAPHIC SCALE DRIVEWAY AXELROD & CH'ERVENY ARCHITECTS, 66 HARNED ROAD, COMMACK, NEW'YORK NEW YORK STATE RESIDENTIAL BUILDING CODE DO NOT PRC -- _,, ":'~H FRAMINGU; 3' Ir ~y OF FOUNDATh-,, LO,.A [ION ,HAS BEEN APPROVED. R30~/2,1,1 Wind design criteria: the structure, structural connections & fromlng systems hove Peen designed to resist horlzontol loads associated with 120 mph wrnd loads for exposure B in accordance with manuel ASCE 7)gmmlm~---~'~um dem"~'gn ~s or buldmgs and other structures, Wind leeds are ressted by extero plywood sheothrng end Interior wood stud wells with gypsum board. See wall details for nailing end connecters. All exterior WindoWs and doors shall meet mtn[mum w[Rd pressures in pounds per square foot (P.S,F.) for 30'-0" mean roof height, exposure B, zone 5 as follows: CATEGORY CATEGORY WINDOW/DOOR SOfT.AREA 110 MPH WIND 120 MPH WIND 10 S,F, 29,1 P.S.F. 34.7 P.S.F. 20 S,F, 27,2 P,B.F, 32,4 P,$.F. 50 S,F. 24,6 P.S.F. 29.3 P.S.F. 100 S,F, 22,6 P,S,F, 26,9 P,S.F, R 501.2,2 Seismic exception: one & two family dwellings located [n seismic categories R301,4 R301,6 requirements, Foundations to bear on soil of site class D or better for dwellings to be seisrnTc category C. Design Irve loads: Exterior balcony: Wood deck: L/240 Attics With storage: L/360 Floor (not bedrooms): L/B6B Bedroom floors: L/180 Roof L/240 Attics with fixed stairs: Maximum deed loads: Roof/ceiling Floor: Exterior well: Interior well: 60 pff 40 psi 20 psi 40 psi 30 psi 45 psi (ground snow load) 30 psi 15 psf 10 psf 15 psf 10 psf TAI~ ALLOWABLE STRUCTURAL MEMBER DEFLECTION Rafters having slopes greeter then 3/12 L/lBO with no finished ceiling attached to rafters Interior walls and partitions H/180 Floors end plastered ceilTngs L/B60 Ali other structural members L/240 Exterior wells with plaster or stucco H/B60 finish Exterior wells-wind loads~ with L/240 brittle finishes Exterior wolls-wMd loads" with L/120 flexible finishes 303 (1) Habitable room venting: window opening mln, 4~. of floor oreo or mechonic@ly vented producing 0.B5 air change per hour except bedrooms end finished basements, (2) Habitable room lighO~,g: glozing min. 8% of floor oreo or orURclol light of 6 foot candles at 30 oblove floor. 303,B Hobltobl.e,, room heating', copob,,le of maintaining min. 68 degrees at o point B6 above floor and 24 from exterior wall, 305.1 Minimum ceiling heights: 7 6 ,m~n.. m habl,(abl.e room Minimum basement heights: 7-0 rain,, 6-§ under girders, ducts, etc. 308,4(6) Glozing of hazardous IocoOons: oll glazrng within 24" of hinged doer in closed pos[UGh must hove safety glazing unless sill height is 60" above floor, 308.4(10) Stairwell windows: window sills et stair landings less than 60" shall have safety 44" R310.1.1 Window egress opening requirements', net clear opening first flo2o(~,,,5.0 mi,, second 516 Guardrails: porches, balconies and stair landings 30" above floor or grade to4,,be ALL LUMBER TO BE HEM FIR #2 OR BETTER R 323,1,2 All sills and plates on exterior foundation wall to be pressure preservoUvely treated· R 32`5.1.B All sills end sleepers on slob to be pressure treated unless Impervious moisture barrier under slob is installed. (Treatment of wood in accordance with AWPAC22). R 325,1.4 FoundotTon wood girders', wood girders seated in exterior foundoBon wells to hove min. 1/2" orr-space oll s~des or ends wrapped with aluminum floshlng, R 323.3 Fasteners for pressure treated WOOd: hot-dipped golvonlzed steel, slo[nless steel, silicone bronze or copper or 1/2" diameter Steel bolts. R 401.4 Footings: shell beer on undisturbed inorganic send, grovel gloss GW, GP, soil with o minimum beorlng capacity of B000 psi meeting the rpquirements of seismic site cass D or better per table 161@11 of NYS building cod?,. Footings may else beer on reck of approved compacted fill place in 8 maximum lifts, In areas likely to hove exponsYve, compress@lo, shlft~ng or other unknown sell gPorocterisOcs, o sell te¢t by on approved agency shell be performed to determine the soil's charocterFst[cs at o portTculor Iocotion. R 402.2 Concrete: o mrnimum compressive strength is required at the followTng IocoBons os determrned by Table R 402.2 (severe weotherrng colum, n). provide 5% air entrainment in oil concrete, · Basement wells, foundations end other concrete below grade: 2500 psi · Above grade foundoDon wells, vertical concrete exposed to weather: 3000 psi · Porches and garage slobs: 3500 psf R 405.1 FoundoDon drainage: install drains around foundotron, retained earth and enclose habitable space located below grade, Droln system not required m sand-grovel mixture softs per Group 1 soils, Table R R 406 1 Domproof/Woterproof Foundotlons; FoundotTon walls shmll be dompproofed from the top of the footing to the fin;shed grade. Masonry wo~fs shall hove not less than 3/8" porUond cement parglng applied to the exterior of the wall. The porging shell be dempproofed with o bituminous coating, .5 lbs./square yard of acrylic modified cement, 1/8" coot of surfoce-bond~ng mortar complying with ASTM C 887, Concrete wells shell be dampproofed by applying any one of the above listed dompproofing materials to the exterior of the wall. R 406,3 Porous fRh backfill with the some moteNol used for footings, up to height of 1'-0" above footing for well drained sites, or 1/2 the total backfill height for peony droined sites, Cover porous fill elth strips of 30 lb, AsphoR paper or 6-mil polyethylene to permit water seepage and ovoi@ng fine soTI infiltration. R 406.34 Backfill: remainder of excavated oreo above porous fill shell be bockfilled with some type soil removed during excovotlon. BockfiP not to be placed agolnst wall until well 'has sufficient strength end has been anchored t¢ the floor above per code secD'on R 404,1,7 R ~-08.t CraWl space vents: provide 1 s.f, per 150 s.f, of floor oreo. Install vents within Bft of each corner of foundoDon. Crawl space access polnel to be mtn. 18"x24" unless roach· eqmpment located prey'de o 22"x30' access opening per Sec. M1B05,1,¢, R 502N Fleer'plumbing chose; blocking lo be fur[ depth @ 48" O,C, max, 'R 502' S BeoBng ends of joist, beams or girders shoR hove mtn, 1 1/2" of beoring on wood end metal end 8" min. on concrete, Joe fromng from opposlte, sides over beorlng, sdppoft min. lop `5" with mtn,(3) Od face no s. Ledger strips not less then 2 x2 . R 802.7.1 Jolst bridging' onry joist exceeding 2"x12" ore required to be supported laterally et m~d span by solid blocking or dfognoI brTdging (wood or metpI) et intervals not exceeding 8'-0", Engneered joist bridging per manufacturers instollot@n requirements. R 502.B Drilling & notching ddmensionol lumber' to conform to Section R 502,8.1 end Figures R 508.8 SecUon~ R802.7.1 for joist, rafters and beams/RS02.6 for studs/R 602.6,1 for wall plo,res/ R602.7 for headers end Figure R 602.6(1) end (2). Fellow manufacturer s specificoUons for englneered Wd~od products, R 502,12 Droftstopping: install 1/2" gypsum board or B/8" plywood or porticle board parallel to open web floor joist Wlth finished to end bottom flanges every 1000 s.f. of concealed space. Provide stop moteBo~ et suspended ceilings under floor fromlng every 1000 s.f. of concealed specs. R 503.1 Sheathing: Subflooring Roof sheathing Table R 803.1> Won sheathing 16" o.c, support (5/8") min. 24" o.c. support (3/4") 16" o.c. support (1/2") 24" o.c. support {5/8") n@n. (1/2") nnin. See nailing schedule Tobies R 602.3 (1) & (2) for fa~tenlng. All roof end wall plywood panels shall be exterior grade with exterior gllue, shall meet the requirements of the latest edition of the U,S, products~ standard PS- , and shell be identified with the appropriate Grade Trademark of the American Plywood Asseclatlon, Plywood sheothlng to run continuous 12" minimum pa~t top and bottom plates of oll exterior walls· If plywood stops at plate, then ~rovfde Simpson LSTA1B straps of 48" o.c, and corners, noged to studs with 1 OB nails in holes provided. Center strops on plywood joint, Use LSTA30 strap if iplyWood does not overlap both the top end bottom plates et the some floor level, Sub flooring shall be Installed with face groin diagonal across supports: break joints in adjacent courses; locate end joints over supports end drive nails flush or slightly below surface· Underlayment, where required, shall be~ simflorly installed. Roof sheathing, shell be Io~d with face grain et right (angles to supports; locate end o[nts over supports slogger joi,n, ts; provide metal B cllip et joints at sides of panels when spacing of suppers s 24 o.c. and roof sheathing s less than 5/8" thick. All floors to be covered with carpet shell have (1) Ioyler B/4" underlayment board or other approved equal, over sub-floor, floors to be cowered wHh oak flooring, granite or ceramic tile shell hove 1 layer of 23/32 sub-floorlfng, R 602.3,2 Well double top plate end joints to offset mtn. 24". R 602.3,3 Bearing studs: wall studs to be within 5" max. undefr bearing members unless (2) 2"x6" or (3) 2'x4' plates ere installed. R 602,8(1-5) FireblockTng: fireblock oll concealed draft open[ng~s (verUcol & horizontal) between stories end top story open to attic space, Fireetop material to be wood botts or blankets securely retained in place per Sections IR 602.8(1),(1,1) and (1.2), R 702.3/ Gypsum Board: install over 2" nomlnol wood framUng or lx2 furring strips @ 24" follows (unless noted otherwuse). ScreWs shall be type S or W and penetrate wood 5/8" min, 12" o,c, for ceiling end 16" o,c. for W~olls, Nailing to ceiling wood frame to be 7" o,c, and 8" o,c, at walls· R 703.2 Asphalt-saturated felt: 1¢ poun. ds per 16,90 sf applied horizontally with the upper layer lapped over lower min. 2 , Lap et joints. R 706:6 Exterar piaster (stucco corrosion-resistant loth to ~be attached with 11 gauge, 1 1/2" ong WthY/16 heed no s or 7/8 ong 6 gouge s~toples 6 o,c, max, Piaster three coots over loth or 2 cools over masonry well See T'oble R 702.1 (1) end (3) for thickness end m~x requirements. Table Exterior vinyl siding: mtn ,035 thickness, lop joint .120 x 1 1/2" long 703.4 nails or staple 1 3/4 length each stud. TABLE R703,7.3 spas FOR Um;-S SIZE OF STEEL ANGLE o,c (inches) NO STORY ABOVE ONE STORY ABOVE PNO STORIES ABOVE No. OF 1/2" OR EQUIVALENT REINFORCING BARS b See footnotes o,b,c for Lintel [nstalIBUon requirements. 'o. Long leg of the angle ~hall be placed tn o wrticol posiBon, b, Depth.of reinforced Ifnfels shall not be less than 8 inches 'and all cells of hollow masonry lintels shall be goufed, eo[id. Reinforcing bore shall extend not less fhon 8 inches info the.support. c. Steel members indicated are odequofe fyp[col examples, other afeel members meeting sfrucfurol desrgn requirements may be Bead. R 70B,.7.2 Brick and s[one having on installed Weight le~s than 40 psi shall be permitted to be supported on wood. See Section R70`5.7.2.1 for Untel su~port by frame wall, not roof. R 703.7.2.2 Brick Lintel support by roof construction: set steeL anal,e, direcDy on min. 2x6 roof rafters· Attach roof rafters to wall wrth 5/B x 5' Io~o_screws to min. three wall studs, remaining rafters shell be anchored with (2) 1Od nails et every wall stud spoclng. Instal! fl~,shing end weep holes. Maximum height of brick veneer above lintel to be', 12-8, with max, 7:12 roof pitch, R703.7.4.1 Masonry veneer Well ties', 1" distance between veneer and sheathing maximum, Install No,22 U,S, guoge x 7/8" corrugated sheet metal ties spaced not more then 24" o.c. horizontally end verUcolly and wTthin 12" of Wall openings, R 703.7.5 BNck flashing: install floshlng under first course above finished Grade. Immediately obeys flashing provide weep holes 33" o.c. max 3/16" die. in wythe of bedroom(s) on the lowest floor level of the dwelling unit contorning bedroom(s). CUl~O .~J~D ~Olt~PHI~./~. I ~ GROUND Wind SEISMIC SUBJECT TO DAMAGE FROM %2 WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD LOAD SPEEDe (mph) CATEGORY g WEATHERINGo DEPTH b TERMITE c DECAY d TEMPf REQUIRED HAZARDS h 45 1~ (C) See note SEVERE 36" MODERATE SLIGHT +11 (c) YES See nlote "h" For SI: 1 pound per square foot = O,047gkN/m2, 1 mrle per hour = 1.609 km/h R 301.2,2 Seismic exes;priam one & two family dwellings legated rn seismic categories B end C end townhouseslocated in seismic category B ore exempt from seismic requirements,FoundoUons ~o bear on soil of site class D or better for dwellings to be seismic category C, PR£FN]RICATED 1//OOD 'fflUre NOIESt TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO ,75" AND HORIZONTAL DEFLECTION SHALL BE LIMITED TO ,50". 1. EXTERIOR WALLS SUPPORTING ROOF TRUBBES THAT EXCEED 40'-0" IN LENGTH SHALL BE DOUBLE 2x4 STUD WALLS 2. MULTIPL~ STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS GIRDER, USE SAME NUMBER OF STUBS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER, DOUBLE 2x4 OR SINDLE 2x6 STUDS SHOULD BE USED AT INTERIOR BRO. WALL SUPPBRTING ROOF TRUSSES· & PREFABRICAFEB WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: 1, ANSI/TH I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS COIqSTRUCTION" 2. TPI BIB "cOMMENTARY AND RECOMMENBATIOIgS FOR HANDLING AND INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" 3, TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN LOADS: TCLL = S2 PSF~, TCDL = 15 FBF, BCLL=IOPBF, AND BCDL = 10 PSF PLUS UNBALANCED SNOW LOADING , WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY TNE NYS BUILDING CODE. 5, SHOP DRAWrNGS AND DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK SHALL BE SUBMITTEB TO THE ARCHITECT FOR APPROVAL, SHOP GRAWIN9S SHALL SHOW THE SPECIE, SIZE, AND GRADE OF LU~IBER USED ALONG WITH THE MEMBER FORCES, PLATE SIZES, AND DETAIL OF EACH WPE OF TRUSS PROVIDED, 6, ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED, COMPLY WITH ALt_ CODEs OF NEW YORK STATE & TOWN CODEs AS REQU?_~ED AND COND!TJONS OF -- ,---.. SOUTHOLBTOWN?LA~NINGBOARD -- SOU~OLD TOWN TRUSTEE8 7. CONNECTOR PLATES SHALL BE STAMPED FROM ~6, 18, OR 20 6ABE, GRADE A, 6ALVANIZED STEEL, OCOUPANC¥OR 8. TRUSSES SHALL BE FARRIDATED IN ACCORDANOE W'TN THE TRUSS SHOP DRAWINDS USEIS, UNLAWFUL FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITflND JOINTS, 9. TRUSSES SHALL BE INSTALLED PLUMB, ADEOUATELY BRACED, IN THE PROPER ORIENTATION AND SPACING SHOWN ON THE SHOP DRAWINGS 10, CUTTING OR FIELD ALTERABON OF ANY TRUSS IS NOT PERMIIYED. 11, THE CONTRACTOR IS RESPONSIBLE FOR TBE MEANS AND METHODS OF ERECTING TRE TRUSSES· THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN BESIDNED AND INBTALLED FOR THE INSTALLATION OF THE TRUSSES, ['.I~,c. WINP ePEEP (~ ~E- C~UBT) ~NIPM RETAIN STORM WATE~ PURSUANT TO SECTIC~ OF THE TOWN CODE. ALL CONSTRUCTION SHALL ME'El' THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, C~' TrFICATION OF NAILING & CONNEOTION$ REQUIRED. FLOOD ZONE COMPLY WITH CHAPTER "46" FLOg~DAMAGE PREVENTION 5ds=,'56, ~dl= ~ SOUTHOLD TOWN CODE. P LICdIT FRAME WALLG W/ WO~;P 5HEAR PANEL~ (R=¢) NA[LIN~ 5C, HEDULE WITHOUT CEPTIF/CATE OF OCOUPANCY PLUMBER CERTIFICATION ON LEAD CON~ENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% L~D. PLUMBING ALLPLDhF ' ~&STE & WATEk ,_INE5 NEED COVERIN8 60NNEOTI ON FASTENIN~ 'Pr'PE TOENAIL RlPsE VENT TYPI&AL ROOPIN¢ ~0 YEAR /~.J, MITEE, TURAL ASPI1ALT ¢MINC~LE 15# FELT I/'Z" ELyw¢,gP KO,:2= D"x Z'-,~" LJ;UVEREP ATTI& VENT BY "PYPON' MODEL #bKTISX¢I ,~% 6E&,gNP FLOOR LOW (~) 2xl~- &SNT ¢t_$ AT FOYER 6UTTER AND LEAPER (1WP) 'Z" PANEL MOLLPlN~ C-ENTERED ~ FRIEZE bP. RIDGE VENT LINE INPI&ATES T@P ¢ UN&UT ZxI'Z RR ¢JJT T~P ,Cf= %xl% RR LP~AVINO MIN, ¢" PEFTM AT 1 R 5¢5.Z11 1SE PRCT'E&TION NSTE' RlPS~E VENT 'WINTER~ARP" WATER P~IN¢ 6HIN~ ATTI~ VENT ~ DIMEN¢I~ H~IZ~T~y ~" INSI~ THE E~, W~L LIN~ ~ TME 6TRUe. RE & AT ~L TRIM MID-POINT ~f= 5PAN I'Z ~LINP ELAShlINO RADIUS ~9~==IT - SEE DETAIL pELOW ALL ~LINP SE&eND FLOOR TRIM 5/4× 4 TRIM (I-¥PIC, AL ALL POCRG @ I~"' kilNr-.~J2 LStJVEP, EP . I I I x Io" sKiRT w. I k" ~1®~ wp ~AIu I I ~ II L~ ~m~ ~s ffy~)-- ~ ~ PIER T¢ ~ / - TyPI6~ ~&U~NS, N~-~T~ ~y ~¢ ~ ~ALL¢ ~IN~ "'"'"" 0"'" ' MATSMIN¢ RAIL pst PESION Ds ~s MAX ~¢E ~T. %"x4" Sx 4 sr~ W~ I¢" o¢ F& F~PATI~ PER ~EVAT~ ~ ~IM[LA~ I~ WA~ & TORINO -- -- %"x4" ~RI~R~ ~ I~" FReT , RIP~ ~NT Ix ~ R~ ~T ~ ¢x¢ ~IZ~F~ I'-¢' ¢/4 xl¢ ~IRE~E ~ ~ RA~ERe TS 5R~TE RI~ VENT ¢ RAPI~ ~PIT TYP E~ERI~ W~: ~ --I/¢" ~vwo¢ e~r W/ le~ FELT RI~ VENT r ~/pEp ~K s~FiT ~, ~/~" 5MEATHIN~ LINE Cf= ROOF bEY@ND ~ I'-~' OA~E OM.- [XIILT-SLrF OAI~_E WALL -- ~EL, Hr, ~ DORMER LINE ~f= DORMER bEY@ND ·O.H. T-I" PL. MT. ,~ / I~YSNP BLINP FLASMINO I I/Z"=l'-¢" PETAIL i i?~,,=l,_~,, ¢x 4 si-UP WALL 16" ¢& fi-I" PL, MT. ~ -- LeW (4) 'Zxl'Z 6¢NT. PT. ¢IRDER FIRST ELOOR TYPI&AL WALL 60NST: 6EPAR 6hlINC~LE5 T'FVEK 7/l(d' 0515 SHEATMINO %"x4" @ I¢" o~. I¢" f~x 65LUMN5 FIRST ELO~ ~ PANELLED &ARRIA~ STIFLE 6X/ERMEAP pOCKS W/ LITES OWl=) -- RIC 'dT EI_.EVATI OALVANIZEP STEEL AREAWAY A6 REd~UIREP bY &RAPE II II I~"¢ eCNCFUbE ~m PIER TO ~" I x Id' SKIRT bP. bASEMENT ~_ COP~ICHT AXELROD & 6HERVENY ARCHITECTS MODELLOT B 18 DRAWN BY: l~PS CHECHED BY: ~C DATE,, 08-D3-06 DATE: 09-20-06 11-27-06 ~ JOB NU~CBER 060 5 SHEET NU~(BER LINE Cf= RCC:f= ~ OARA~ BEYC:NP VENT // ~. ¢'-I" PL. hiT. / / / / le:L F \ \ N \ ALION RlPC¢_5 FIREPLACE ¢5/4x ¢ FRIEZE ¢ ¢4~.5,~ ¢,HIMNEY TERMINATI&N' f?Zil &HIMNEY5 5HALL EXTEND ~'-,~" A~ THE HI~sT RI~ VENT P¢I~ ~ERE IT PA~5 TMR~ R¢~ AND AT ~ST ¢'-¢' A~ ANY P~TI~ ~ R¢¢ WITHIN I"x~"' AZPJ<, TRIM TP. IM PANEL -- W/CdT OLA55 I¢ PO lAWN.S? PO IAWN~¢7 PO __ 14'-I" PL. HT ~ AZEF, TRIM '~'-I" PL. HT. DEf-.e~i;~ATIVE PRA6F, ET PY "FYP,¢N" M,'SP~L ~/4x ¢ FRIFZE bP5 '~'-I" PL nT~ __ VENT 5/4x 4 TRIM (TYPI&AL ALL POOR5 I¢" MIN. -~" [~t_INP PL^SHIN$ ¢'-I" PL HT. ~_ ~" I~LINP M_AS BY "FyPSN" #1~<.T DX-SI I'Z'-o" FL HT ~_ ~'-I" PL. HT. ELEVATICN PLAN SEe.,TION H P,::SME PEYAIL DRAWN BYI ~PS CHECKED BY: 6C DATE: 08 15-06 DALE: 09-20-06 IJPS 10-,tl-06 ~ ~i1~ FIRST PLOOR FI EVA IS q ~_ t bASEMENT I I I iL ~ -Jt _ 5I_ _ I¢"¢ ~ONOT.U, BE , ~. U PELTO/ ORAPE ~ ~ FIRST ~LOOR ~ L J/- v,¢. STEPPEP VOCl-INe ¢ L / ¢¢ DEORFF5 MAX ~E Z2_ ~ FIRE?LADE DETAILS DATA O?N'O. DIMENSIONS I STEEL ANSLE COPYRIGHT AXELROD & CHERVENY ARCHITECTS MODEL B LOT JOB NUMBER 060;3,5 SHEET NUMBER ~ I/%"x9 I/%" L~ LVL CALV. 5TL. AREAWAY A5 R~UIREP CRAPE (TYF WALL %814 Iv- PO. I/%"¢ LALLY E, SLUMN I ~ I/¢"×~ 2 ilL~LvL ~ 81 IL J ~ I/¢-"¢ LALLy 6~-'I-UMN ~q 'z4"xS4"xl¢" PP. P/~,, FTC.I_ L J L 15 I/~"*~ I/¢" I L~ LVL ~R FJ Io PT L~2~V OPR (S) Sxlo PT LgW PIER HIgH ~ I/¢¢ (,SLUMN ~N ¢4"x¢4"xl¢/' P~ PC ¢x~ P.T. LERNER isp W/ I/¢"x4" LSN8 CALV LA~ be_Ts ¢ IZ" 0.¢. STAdcC-~REP W/ ¢- AT EA STEP I¢"¢ s~NcrLs~ / PIeR 11'-4" 5'-¢¢' I ~'~) %xlO P.T. LOvV C~PR..~ LO~L~ePR 10" POJREP ¢,~N~RETE Fd~NPATION WALL I~"x~" P~/~P P~LrREp K,.ONE.,RETL=_ PT& (TYPIg, AL) UNEX~AVATEP 4" P F.. ~LA~5 5N .~x~ Io/Io YC,VM SLOPE PN %" TO PR T~P ~f= WALL PN -I'-%" LINpER &x~ P.T, L~P~ER IsP W/ I/~'x4" LDN~ ®ALV LA~ ~;LTS ¢ I¢" oz~ STAC~E~ER, EP W~ ¢ AT FA ENP FClJNPATIPN PLAN COPYRIGHT AXELROD & CHERVENY ARCHITECTS MODEL B LOT 18 HP SHEA~WALL ITPH'~7'Z @ ~'-d' HP hit @ ~,'-d' [dP I?® ~PT. PREFAp FIREPLAE~=_ INT B~RINO WALL. g-4" ITPH347% HP SELLING VENEER T6 FLLE HD. HT. HD. HT. L~L HDR xll 7/~" PSL hiPR III WI(-L WIGL TO I~R AI~W FLUSH ~ SP (3) 5xl5 PT. L~VV (3) :Zxl5 P.T. PO~T W/ SlMPSeN P~T 6A?S ANP /bASE (TYPIG,AL) FIREPLA{.E W/ RAISED HEARTH 60VEP. EP PS~.OH l/5" PL'pN~&D SDF~IT W/ VENT (%) ITPH~6~& @ [5'-d' hiD. HT I<.ITSHEN W-d' x I~'-d' RANOE IIFP FIX~P UP HD MD. HT. ~'FAST RO0~ LAV. ~= /bAL~TNy A/b, OVE AT ENPS 16-'Z" SO 4'-¢ ~PT DUILT-INB ~H SIDE I/%" TYPE "X" 40&~ /bi-PASS ~b~ FP~- MIN PUTLER -LINE ~LOD~ VENT PP.'fE~ TO RUTSlPE AIR SHEA~WALL T-4" WP TILED TL~ ~ I/~',~ Hm (e) 16A'Z~?I ~ ~'-O" HP TEMPEREQ 4'-4" ~. Ill x T I,II ~-%XIQ HPR D~ ~" WIPE 4" I%'-9" hiDES -- Lipp,AP,y ~ 3 I/%"xll / / LVL HPR @ S'-O" NP hit pCVEREP PORDH (3) %x15 PT OPE ITPiflP847~ 0 ~'-d' HD. HT. Lg~V ('~) %x15 PT. P~T % % LINE 3 Il5' 7415 WIDL ~/¢" PLUSH LVL G' 5'-d' WALL % STORY FOYEP, -('~) ~xl~ H~APER ~crr ~u~ w~ (~) %x~ POST AT ENDS UP (TYPICAL) ITlTr1307,~ ~ ~'-O" NP. hit -shiEARWALL TYPE "X" Id-o" STEP PlNiN© RO~ivl I 3/4"xll OAR OARAOE WALLS AND 6LO.,,~,,NSlPE ~ASE, I/5" TYPE ~. ~. ~ INT~KI~ PWR LAM ~A (~) I s/4"xl~" ILC~V J I J HP j, I~H347¢ ¢ ITPhi1347* @ T-d' -ShiEARWALL I ~ HT, HD. MT. 4'-d' T-O" ITPH347~ HE) HP hit X GARAGE PORTAL SHEAR WALL, SEE P~TAIL ¢N SliT ¢ GHEARWAL_ ~ FIRST FLO0 PLAN FIRST FLO~ LIVINO AREA (pASIO): OARAOE' 5~5 SF. ~ E~UAL PCJ~LE HUNG WOGP, VINYL 6.LAP WIThi INTERI~ AND EXTERIOR SNAP ~N DRILLS PER FI FVAT ¢NS NOTE: ALL WIND~h'S TO /bE MARVIN INTEGRITy NOTE- ALL FIRST ~_O0~ Exq-ERICR STUDS TO P~ DF, SPF, ~ HEM FIR #5 ~ SHEAR WALL NOTE: HORIZONTAL LOADS ASSOCIATED W/ 120 gPH WINDS LOADS ARE RESISTED BY EXTERIOR PLYWOOD SHEATHED AND INTERIOR WOOD STUD WALLS W/ OYPSU~ BOARD, SEE WALL DETAILS FOR FASTNER REQUIREMENTS. PROVIDE SIMPSON PHD2 HOLDOWN W/ 5/8"~ ADHESIVE OR ANCHOR BOLT INTO FOUNDATION AT DOUBLE STUD END POST LOCATIONS INDICATED "HD" ON PLAN. SEE WALL DETAILS FOR HOLBOWN INSTALLATION. COPYRIGHT AXELROD & CHERVENY ARCHITECTS MODEL LOT 18 N BYI ~PS 2HECKED BY: aC ]ATE: 08-15-06 DALE: 09-20-06 11-27-06 ~ JOB NUgBER 060 5 SHEET NUMBER 4.9 FLAT UPPER ROOM ITPH¢¢40 @ HP HT. T-d' HP HT LI 4" 7'-d' ~'-d' (,LO. ~PROO~ //4 ROOF pREAK, EF RAILINO 61_ fi-d' C-LO I/'~"×11 LVL (LJPeET ~u~r~) RAILiN¢ II pEPROOM #~ ['Z'-d' WI(_.-L LIN. PN ff-d' (.LO. -~ 60M?UTER / MEPlA ROOM (~-) RO~= HT ~REA~, ~L ITPM'>064 HT ~'-I0" ~'-I¢" SP__..F_,,5'IxlP FLOOR PI_AN I/,4"=l'-d' 5E6OND FLOOR LIVIN© AREA ,¢VTIONAL OU~_ST 5UIYE: (pASl6): PL MT @ T-O" HP. HT COPYRIGHT AXELROD ~ CHERVENY ARCHITECTS MODEL B LOT DRA~ BY: ~PS CHECKED BY: GC DATE: 1 09-20 06 ~PS 2 10-5~-08 3 11-27-06 JOB NUMBER OGO~5 SHEET NUMBER 'fi-I" FL IJT, ,~1~'-I" PL HT &GN6RETE 6~PIN~ &AP WALL ~L,SW F~O~'= II II [ (Ar ~NP ~) lY-d' PL HT. / PLLJMDINO RISER PlA~ PLAN NO CSALE we. TUD INPI&ATE5 ,¢qqE R¢~= X SINK 4" TO APPROvEP ~-~ZFq-16 SYSTEM PLAT ROOF II VENEER FRAME CHIMNEY I% @ 06 (9) I 'S/4"×1¢" LVL RR RAPlU5 6UT T~ ~xl¢ RR LEAVI~ MIN ~f= SPAN -- ~'-I" PL. HT / ir PLAT FL. NT ri -- %"xf" RR 0 I~" 0(.-. @ EYEDReW RO,¢;f= -- ~,'-I" PL HT, PL. HT. ~ (,) RR I Io'-4" PL. HT. ]% ¢-"xlZ" RR @ I~" 06 'z" x I'Z"I¢" 06 'N ~ G-~," ia_ HT (AT ZNP ~LR) I N~q-I~EARIN~ II -- [5'-[" PL. DUILT OVER ANOTHER DRAWN BY: 3HECgED BY: )ATE: ,~PS GC 08-03-06 DATE; 09-20-06 ~PS 1041-08 11-27-06 THRU WALL COP~IGHT AXELROD & CHERVENY ARCHrTECTS MODEL B LOT JOB NUMBER SHEET NUMBER NOTE, WALLS TO p~ [SRAC4ZP PDRIN~ 6¢NSTP-,L~TION TO PREVENT i~A/INO 0= T~P PLATES PO NCF ~A6ES UNTIL WALLS AND ARE FULLY SldEATHEP. ~ 5'-F' FL HT __ %x1% RR @ I¢" 06 sIMPSON H~' TIE (9) I ~/4"xll 7/~" L~ ~_ SE6~NP ~LOOR fill" PL. HT. SIMP?ON H~ FRIEZE I/4"=1'-o" ¢x1¢ RR ¢ la" o6. ¢xlO RR ~ I~" SIMPSON ~- - __ M'-r' FL %xlo ~J ¢ la" 0.6. I/2" eYPsUvl ~N WALLS MASTER FIRST FLOOR RIPC~: VENT 2x¢ 6OLLAR TI~5 ¢ I~" OC, -- x12 RIP,cE W/ VENT -2xlO RR @ la" OC, ICE PRCTESTI~N WATER PRCCFIN~ SHINC_E UNPERLAYMENT E~ENDIN~ PR~ THE ~AV~ ~E TO A POINT PlMEN51~ H~IZ~T~LY INSIDE THE 5TR~TURE ~RITI~AL VALLEY INTERSEOTI~¢ %xa RR @ I¢" ¢ I~ ATTIC LINE ~f= RO¢?= 7.5 PEY~NP- ~ % H~ TiE 8 ~'-¢' HP f ///~LIN~ ~ % --. .' / (~) ~xl~ %% r-d' O.H.- ' O.H. I% ¢ W~LS AND 5L8 ¢" ~INP 2x1¢ RI~E W/ VENT ~x12 RR ¢ I¢" ~" (R-~O) ¢Le DININ¢ f~2&M ~T~ DUTLER ~AL~Ry I/2" eYPSLM ~ WALLS AND 6L~ NAILER VENT STRIP -- ~xlO P.T. DP RIPC~ VENT LINE INDI6ATES UN61JT %x1% RR T~ ~f= Oxl% RR LEAVIN~ MIN¢" DEPTH AT bflP-P~INF 6:f= SPAN H~ TIE 12 10 NAILER RR @ I¢" 06 SIMPSON M~' TIE --O" (R~O) pATTS FL..T y< %x~ 6d ~ l¢" 2~ NAI~R ~ ~ ~/~" R-lO ~TTS~ xx ~c ~ FOYER ~o" (*- ~ AT ~'-d' A~. POX ~T ~ DININ6 50 FLR ~6. ~O~K ALL ~" (~-IO) pA~S ~ ~ (~) FJ xX I~" 4"x~"xl~" ~" F~. ~A~ ~ ¢ MiL DATTS I~_Or.4qlN¢ ROOM 2xl2 FJ ¢ ~SE55~Ip PLOO SEOS~P ~LO~ ~ fi-I" FL MT. L~/V (4) ¢-xlC- PT. ~IRPER PEN/ 2×1o sp @ la" 0¢. W/ I/~" ~0~ -- I¢"x I$" P~ FIRST ~ ~ , FIRST ~0~ WITH SILL S~L AND LOW LVL CDR -- I (~¢~PPER TERMITE SHIELD I¢ PJ @ la" 0.6. ~ Oxlo P.T. LOW ePR _ PIER ¢4"x¢4"xl¢" ~ P~ ~e, % PO ~A~ ~ ¢ MIL I/¢"x4" ~ e~v ~ ~N ~ ~ DARRIER ~R 4" w/ ¢ AT EA END LJ--L~ L J L------L f L~/V (¢_L~LAM RlPSE SPR UNDER RR O I¢" OC, xlZ RIPC~E W/ VENT H~' TIE AT EACH RAFTER 2x¢ 65LLAR TIES I% @ la" o6 NAILER // x × × IIII % ATTIC, I¢ % (R-~) PATTS f4'-I" PL. I1' II II II ¢ I~" OC,. II W~t~- ~E¥6~qD SEE DETAILS ON 5MEET '~ Cf= ~ SLL~ , C~LLED AND TO ~R P~AMS ~0~ ~ LINE ~Ey~ND OREAT ¢yPSLIvf 15P WALLS AND ~L® s I/4"xll 7/~" LVL ¢" (R-lO) RIP(~E VENT I/4"=1'-o" MARINE ~RAPE PL"~VOOP RIPPED P~NN ¢x¢, ~ RI¢ID INSULATION. WITH JIG' PER FT. 5LOPE - SEE DETAILS "E" & "P" (SIM.) ON SHEET #~ FIRST I~R ~. )RAWN BYI CHECKED BY: DATE: DA%: 11-27-(]6 FIRST FLOOR (2) SECTION '6' J4"=l'-O" -a" (R-lO) pATTS (2) %x¢ PT SILL PLATES SILL SEA_ AND 60PPER TERMITE ¢:flI~LP (Typ) -- ¢" P~. ~AD ~ ¢ MIL P~TH~YNE VAP~ ~ARRIER ~ER 4" &~PAST~ ~RAV~ ~A~ , I i i SEOTI N 'P' I/¢"×0 I/~" LS~V LVL a" (R-I~) pATTS-- ~ I/¢'xO I/~" L~N LVL ~ I/¢"¢ LALLy 55LUMN 5N ¢~"x¢4"xl¢" DP. P.6. ~ATEMENT ~ COPYRIGHT AXELROD & CHERVENY ARCHITECTS MODEL LOT dOB NUMBER 000:35 SHEET iIUb{BE~ ?.9 I/~Z" MAP. INF ORAPF PLYWO,gP Ix[O ffACd.lA DOAF-P "AZEF." T'RIM BOARP (4) ¢ X I¢ P.T. OIRPFR -RIPPEP PCWN ¢"x4", ~ RIOIP INSULATI~q, WITfl I/~" FFR PE. TAIL 'P' (4-) 'Z X I'~ F.T. ¢IRPER 'z X I0 C:~:~=FIT JOIST VFNT STRIP -- AZEK [¢~[P ~OAR.P 5,gi=?lT MATFRIAL -- WINPCW IS"x I'~" ~:~X d.&LUMNS Cx~ PT PLATF I X I¢" SFJRT ~. 51M?~2N STRONg-TIE ORAPE PEd.KINO INSTALLEP PERPFNPld.ULAR TO ,ZPlST, FASTFN P~I<,INO WITH HOT PlFPEP OALV &gMP. P'Ed.N SRFWS, WFJWHERFROOP PIP-,~T bASEMENT sEf. TION '~' RFIN?,C~E. EP FPPlvf MEMBRANF PASTFNEP W/ ~SNPINO SPLId.INO d.EMFNT OVER FA~TENINO PLATF OVER EPP~/ UNPERLAY I/Z" MARINE ORAPF PLYWOOP RIPPEP D,CNN 2x¢, CF-. RIOIP iNSLLATION WITH I/1¢" PFR FI-, SIMPSON HANOER PA¢.~ MOUNT Cxl~ LEBOER ~,P {..,eVER STRIP AB-'20 P, zg,:2f=lNO E~MENT ~ E~UAL TG;P.d.ld APPLIEP RU~BE'R MEMBRANE ~ Fd~UAL [~ASE SHEll MFTAL PRIP MARINE ORAPE FLYWOSU PF__.TAIL 1=' N.T.S. PP__.TAIL E'- :oo~ 5~_AM COPYRIGHT AXELROD & CHERVENY ARCHITECfS 200t MODEL LOT PRA~ BY: CHECKED BY: DA~: 3 11-27-06 ~OB NUMBER 060~5 SHEET NUMBER RAFTER AT RID®E/HIP TYPIGAL RAFTER TO PLATE GONNEGTION 1ED NAIL @ 24" 0 8D NAIL © 6" O/C AT ALL PANEL BD NAIL @ 6" O/C AT ALL PAN[ 8D NAIL @ 12" O/C AT ALL MEMBERS NOT AT PANEL 15/32" OSB OR INSIDE CORNER OUTSIDE CORNER PLAN VIEH PLAN VIER EXTERIOR CORI,IER HALL FRAHIN® NTS /11 STRAPPING AT POSTS SUPPORTING ROOF BEAMS 1~" X 22 DA COIL STRAP @ 32"0/c W/ B-DB NAILS INTO FIRST AND SECOND FLOOR STUD (DO NOT USE END NAILS) CONDITION IS SIMILAR TO WHERE WALL JOIST RUNS PERPINDICULAR TO WALL EXCEPT 8LOCKING IS NOT REQUIRED. EXTERIOR WALL AT SECOND FLOOR 4-16d FACE NAtLS FROM SINGLE KING STUD · (DOUBLE AT SPANS > 7 FI) EXTERIOR WALL HEADER DETAIL II/ TYPICAL HOLDOHN DETAIL @ PRAHED FLOOR TYPICAL HOLDOHN DETAIL @ 5LAD SIMPSON PHD2 HOLDOWN, ZEE PLaN FOR LOCATIONS SEE PLAN SECTION AT OVERHAN® PROVIDE SIb{PSON LSTA30 STRAP W/ 3-109 NAILS INTO EACH STUD ABOVE AND BELOW FLOOR Ir WALL SHEATHING IS NOT CONBNNOUS 14' MINIMUM PAST TOP AND BOTTOM WALL PLATES. o I SHEATHIN SCHEDULE EXTERIOR FOUNDATION WALL (PERPENDICULAR TO JOISTS) ZONE I ZONE 2 ZONE FIELD 8" O.C, 12" O,C 12" O.C EDGE 4" O.C. &" O.C, &" O.C. ALL -//16" EXT, PLYHOOD HALL 5HEATHIN® TO DE 5ECUP, ED HITH 8[2 COHhAON NAILB (HOT DrF' ®ALV.) PATTERN AS INDICATED ABOVE. SIMPSON PHS2 CONCRETE WALL TYPICAL CARACE APA PORTAL DETAIL o.c. INTO BLOCKING FLOOR SHEA3~IN~ SIMPSON A35 (OR LTP4 ON OUTSIDE) FRAMING ANCHOR @ 32" O/C 8/~,,¢ ANCHOR DOLTS OR ADHESIVE ANCHORS W/ 2"X2"X~6" WASHER PL @ 6' O/C, AND WITHIN 12" FORM END OF PLATES, PRO@DE SIMPSON LSTA30 STRAP W/ 3-10D NAILS INTO EACH STUD ABOVE AND BELOW FLOOr IF WALL SHEATHING IS NOT CON~NUOUS 14" MINIMUM PAST TOP AND BOTTOM WALL PLATES, EXTERIOR FOUNDATION WALL (PARALLEL TO JOISTS) FOR LOCATON! -- EXTERIOR GARAGE ~/ALL I THE WORK SHOWN ~N THESE DRAWINGS HAG PEEN PESI~NF~P IN WITH THE 5TR~TtJRAL P. Ed~IREMENT5 ~f= THE RESIDENTIAL d.~P[ Cf' THE STATE 5f= NEW y~RK Wind Pressures are carcula[ed in accordance with ASCE 7-98: Qh=.00256 Kz Kzt Kd V V I (Eq 6-13) Kz = ,70 for Exposure B. Z=SO ft height obove grode (Toble 6-5) Kzt - N/A (site does not meet requiremen[s for hilly terroin os defined by 6.5,7.1) Kd = .85 (Table 6~6) V = 120 MPH ( Wind speed - 3 sec oust) I = 1.0 (Building Cetegory If) (Teble 6-1) Oh = .00256 (.70) (.85) (120) (120) (1) = 21.95 PSF P = Design wind pressure -- Qh (G Cp - O Cpi) (Eq 6-18) O Cpi = +/- .55 (Toble 6~7 for Enclosed Building) O Cp is determined from Fig 6-5 I~UILDIN~ IN AE, d. CRPANC.E WITH THE PUILPlN~ ¢,¢PE d~= NEW Y~ ~TATE AND A~E ~EP ~ENIN~ R Ol¢ Lc 4~P~ENT5 AND ~IN~ z~E WIND PRE~E (~F) NAILIN SCHEDULE CONNECTION FASTENIN~ TYPE I. JOIST TO 5ILL O~ OIRDER 2, BLOCKING BET JOISTS OR RAFTERS TO TOP PLATE 5. 5~D TO ~LE PLATE I& ~FLOOR TO FEAMINe 8d COMMON 6" O/C AT EDGES, 12" O/C INT SUPPORTS 20. ~OP ~EATHINe TO F~HINe ~d CO,ON e" O/C AT E~5, 12" O/C INT ~PORT5 (5Er ROTE ~L ¢~H H~L~A~ 5d COOLER 4" O/C AT EDGES, 8" O/C IHT SUPPORTS ANCHOR BOLTS OR ADHESIVE ANCHORS W/ 2"X2"XS/~6' WASHER PL @ 6' O/C, AND WITHIN 12" FORM END OF PLATES, (CONCRETE SLAB) SECTION AT POST NTB COPYRIGHT AXELfiOD & CHERVENY A MODEL LOT DRA~ SY: ~R CHECKED BY: GC DATB 10-31-06 REV No, 3 i1-27-0§~ dOB NUMBER SHEET NUUBER AXELROD & CHERVENY ARCHITECTS, 66 HARNED ROAD, COMMACK, NEW YORK Wind design criteria; the structure, structural connections & framing systems have been designed to resist horizontal toads associated With 120 . mph wind loads for exposure B in accordance With manual (ASCE 7) minimum desJgn loads for buildings and other structures". Wind loads are resisted by exterior Riywood sheathrng and interior wood ~tud walls with gypsum board. See wall detaqs for nailing and connectors, All exterior Windows and db'ors ~hall meet mlntmum wind pressures in pounds per square foot (P.S.F.) for 30'-0" mean roof height, exposure B, zone 5 os follows: CATEGORY CATEGORY WINDOW/DOOR SQ.ET.AREA 110 MPH WrND 120 MPH WIND 20 S,F. 27,2 P,S.F, .32,4 P.S,F. 50 S.F. 24.6 P.S,F. 29,3 P.S.F. 100 S.F, 22.6 P,S,F. 26.g P,S,F. Seismic exception: one & two family dwellings located in seismic categories B and C and townhouses located in seismic category B ore exempt from seismic requirements. Foundations to bear on soll of site class D or better for dwellings to be seismic category C. R301.¢ Design live loads: R301.6 Exterior balcony: 60 pff Wood deck: 40 psi L/240 Attics with storage: 20 psi L/560 Floor (not bedrooms): 40 psi L/560 Bedroom floors: 30 psi L/180 Roof 45 psi (ground snow load) L/240 Attics with fixed staTrs: 30 psi R301,2,2,4 Maximum dead loads: Roof/ceiling 15 psi Floor: 10 psi Exterior wall: 15 psi rnterior wall: 10 psi ALLOWABLE STRUCTURAL MEMBER DEFLECTION Rafters having slopes greater than ,3/12 L/180 With no fin~shed ceiling attached to Interror walls and partitions H/lBO Floors and plastered ceilings L/560 All other structural members L/240 finish Exterior Wails-Wind loadsa wRh L/240 brittle finishes Exterior walls-wind loads* with L/120 flexible finishes R 305 (1) Habitable room ventTng: window opening mln, 4~ of floor area or mechanically vented producing 0.35 olr change per hour except bedrooms and finished basements. (2) HabRoble room lightly,g; glozlng min. 8% of floor oreo or artificial light of 6 foot candles ct 30 abrove floor. R 305,6 Habitable room heotTng: capable of mainta[nlng mtn. 68 degrees at o point 36" above floor and 24" from exterior Wall. R 305,1 Minimum ceiling heights: 7'6" lin. In habitable rooms Minimum basement heights: 7'-0" mln., 6'-8" under girders, ducts, otc, R 308.4(6) Glozing of hazardous locations: all glazing WRhin 24" of hinged door in closed position must hove safety glaz'ng unless sill height is 60" above floor, R 308,4(10) Stairwell windows: window sills at stair lendings less than 60" shall have safety glazing. R 309.1 Boars from garage into habitable space: 46 mtn, fire rated with serf-closing device. R 309,2,1 Dotage wells', 5/8" type-X gypsum board on garage side, 1/2" type-X gypsum board on opposite wall sid~ at habitable areas, R 309.2.2 Garage ceiling', 5/8" type-X gypsum board. R 310,1 Finished basements: egress windows sill height max 44" above floor, R310.1,1 WindoW egress opening requlrementsl net clear opening first floor 5,0 s.f,, second floor 5.7 s,f,, mtn. height open~ng 24", lin, width of opening 20", R 510,2 Egress Basement window Wells: lin, net clear oreo to be 36" x 36", Provide steps out of Well if base height to grade exceeds 44", R 311,4 Hallways: mln, 36" clear width, R 312.1.2 Landings at doors: min. 36" x 36" landing required If (3) or more risers required. R 313.1 Ramps: max, slope one unit vertical to 8 unite horizontol( 1 in 8 slope). Provide hondraTI one side for slopes that exceed 1 in 12, R 314.1 Stair: stair Width min, 36" with min. clear opening 31.5" with handrail one side and 27" handrail both sides. Int. & ext. stairs to be iflumlnoted. R 314.2 Treads & risers: ma× riser height 8 1/4". Mtn, tread depth 9" plus nosings /4 -1 1/4 max. Open risers not permdted on rises greater than 30. Max. 3/8" treed and rser var[once WJthln stair run, Mtn, tread Width of 6" on Winders. R 314.3 Stair headroom; Mtn, 6'-8' measured vertical, R 31S Handrails: provide 34" 38" high handrail on at least one side of stairways with R 316 Guordrails: porches, balconies and stair landings 50" above floor or grade to be installed with 36" high roilings, balusters not to allow passage of o sphere 4" or R 317.1 Smoke alarms: install smoke alarms in ell bedrooms and In immediate vicinity outside of bedrooms. Install eno smoke alarm on each level rncluding basement. A sprinkler system is required When first ~tory is basement where the finished floor above basement is: 1. mere than 6 fi, above grade far 50~ or mare 2. more than I2 ft. at any point Al L '.UMBER TO BE HEM FIR #2 OR BETTER R 323.1.2 All sills and plates on extedor foundation Wall to be pressure preser~at]vely treated. R 32%1.3 All sills and sleepers on slab to be pressure treated unless impervious moisture barrier under slab Js installed. (Treatment of wood in accordance w~th AWPAC22). R 623,1,4 Foundation Wood girders:weed g~rders seated in exterior foundation Walls to hove min, 1/2" air-space oil sides or ends wrapped With aluminum flashing, R 523.3 Fasteners for pressure trented Wood: hot-dipped galvanized steel, stalnlees steel, sfffcone bronze or copper or ?/2" diameter Steel belts. R zrd.4 Foatlngs: shall bear on undisturbed inorganTc sand, gravel class DW, GP, soil With o minimum bearng cagoclty of 3000 ~f meeting the requirements of seismic s~te class D ar better per robie 1616.11 of NYS built'lng cod,e, Footngs may also bear on rock of approved compacted fill place ~n 8 maximum lifts, In areas likely to have expansive, compressible, eh[lUng or other unknown soil characteristics, a soil test by en approved agency shall be per[armed to determine the soil's chorocter[sScs at a particular location. determined by Table R 402.2 (severe Weathering column), provide 5% cfr · Basement Walls, foundations and other caners% mixture soils per Group 1 soils, Table R 405,1 R Og6. t Domproof/Woterproof Foundations: Foundot[on walls shall be dompproofed from the top of the footing to the finished grade. Masonry Wags shall have not lees than 3/8" portland cement porging applied to the extelrior of the Walh The porg~ng shall be dompproofed With o bituminous coating, 3 lbs./square yard of acrylic modified cement, 1/8" coat of surface-bonding mortar colmplylng with ASTM C 887. Concrete walls shell be dompproofed by oppry[ng any one of the above I[sted dompprooRng materials to the exterior of the wall. R ,106,5 Porous filh bockfirl with the some material used for footings, up to height of 1'-0" above footing for well drained sRes, or 1/2 the total backfill height, for poorly drained sites. Cover porous fill With strips of 30 lb, Asphalt paper or 6-mD polyethylene to sectron R 404,1,7 R 498.1 CraWl space vents: provide 1 s.f. per 150 s.f, af floor oreo. Instal van? w!thin 3 ft ,.bi-each' conner of foundation. Crawl space ecces~ panel to be min. 16 x24 unless mech. equipment located provde a 22"x30" access opening per Sec. M13O5.1,4. R 502.4 Floor plumbing chase: blockin9 to be full depth @ 48" O,C, max, R 602,6 Bearing ends of joist, beams or girders shall have mln, 1 1/2" of bearing on Wood and support min, lap 3" with mil(3) 1Od face nails. Ledger strrps not [ess than 2'~2". R 802.7,1 Joist bridging: only joist exceeding 2"x12" ore re~quired [o be supported stero y at mid span b,y s.o, Jid blacklng or diagnol bridging (~oed or met?l) ct intervals not R 602.8 Drrlllng & natphlng dimensional lumber; to conform to Section R 502.B.1 one Figures R 508.8 SecSons R802.7.1 for joist, rafters one beams/R602.6 for studs/R 602.6.1 for woJr plates/ R602.7 for he~ders and Figure R 602.6(1) and (2). R 502,12 Draftstepping: instalt 1/2" gypsum board or 3/8" plywood or p~rtlcle bo~rd parallel to open Web floor joist With f[nTshed top and bottom flanges every 1000 s,f. of everyC°ncealedloooSpaCe'ofmf. ProvldeconcealedStOPspace.materiol at suspended ceilings under floor framing R 503,1 Sheathing: SubflooBng Roof sheathing Table R 603.1> Wall sheathing 16" o.c, support (5/8") min. 24" (3~4)" c.c. support min. 16" o,c. support (1/2") min. 24" o,c, support [5/8 (1/2'") mtn, See nailing schedule Tables R 602,3 (1) & (2) for fastening, All roof and Wall plywood panels shall be exterior grade, With exterior glue, shall meet the requirements of the latest edition of the U,S. prodiucts standard PS-l, and shall be identified With the appropriate Grade Trademark of the American Plywood Assoc[oUon, Plywood sheathing to run continuous 12" minimum past top and bottom plates of oil exterior walls. If plywood stops at plate, then provide Simpson LSTA18 straps of 48" c.c. and corners, nailed to studs with 106 nails in holes provided, Center straps on plywood joint. Use LSTASO strop if plywood does not oveBop both the top and bottom plates at the same floor level, 9ub floorrng shall be installed with face grain diagonal across supports: break joints in adjacent courses; locate end joints over supports dna drive nails flush or slightly below surface. Underloyment, Where required, shall be similarly Installed, Roof sheathing, shall be laid w?th face grain at right angles to supports; locate end of joints over supports; stagger joints; provlde metal IH cllp at joints at sides., panels when spacing of supports is 24" c.c. and roof she,athtng is Jess than 5/8 thick. All floors to be covered with carpet shall have (1) layer 5/4" underlayment board or other approved equal, over ~ub-floor, Roars to be covered wlth oak floorlng, granite or ceramic tile shall have ? layer of 23/32 sub-fllooring. R 602.3,2 Wall double top plate end joints to offset min. R 602.3.3 Bearrng studs: wall studs to be within 5" max under bearing members unless (2) 2 'X6" or (3) 2'X4" plates ore rnsto ed. R 802,8(1-5) Fireblocking: fireblock all conceored draft openings (verNcai & horizontal) between stories and top story open to attic space, Fiirestop material to be Wood botts or blankets securely retained in place per SecBor~s R 602,8(1),(1,I) and (1,2), R 702.3/ Gypsum Board: install over 2" nominal wood fralmlng or lx2 furring sCrips @ 2~" follows (unless noted otherwuse). ScreWs shall be type S or W and penetrate Wood 5/8" mf,,n,, 12" o.c. ,[or ceflrng and I6" o,c, for wails, Naillng to ceiling Wood frame to be 7 o,c, and 8 o,c, at Walls, R 703_2 Asphalt-saturated felt: 14 pou,n, ds per ~,00 sf applied horizontally with the upper layer lopped over lower mtn. 2. Lop at joints, R 706.6 Exterior plaster (stucco): corrosion-resistant lath bo be attached With 11 gauge, 1 1/2" long With 7/16" head nails or 7/8" long 16" gauge staples 6" o,c, max. Plaster three coots aver loth or 2 coots over masonry walh Sec Table R 702,1 (1) and (3) for thickness and mix requirements. Table Exterror vTnyl siding: mtn ,035 thickness, lop joint ,1,20 x 1 1/2" tong 703,4 naris or staple I 3/4 length each stud. TABLE SIZE OF STEEL ANGLE a,c (inches) I NO STORY ABOVE ONE STORY ABOVE TWO STORIES ABOVE No, OF 1/2" OR EQUIVALENT REINFORCING BARS b a,b,c for Lintel instoiloUon requirements. R 703,7,2 Brick and stone having on installed Wefght less than 40 psi shall be permitted to be supported on wood. See Section R703.7.2.1 for Lintel support by frame Wall, not roof, , R 703,7,2.2 Brick Lintel support by roof canstrucSon: set steel,, ongr?, directly on min. 2x6 roof rafters, Attach roof rafters to wall With B 8 x 5 la screws to mln, three wall studs remoining rafters sba be onch/o~red w~th ~2) 1Od nails at every Wall stud spoc rig. Install flashing and Weep holes. Maximum height of brick veneer above lintel to be: 12'-8", With max, 7:12 roof pitch, R703.7,4,1 Masonry veneer Wall ties: 1" dlstonce between veneer and sheothTng moxlmum. Install No.22 U.S, guage x 7/8" corrugated sheet metal ties spaced not more than 24" and vertlcolly and within 12" of wall openings, o.c, horizontally R 703.7,5 Brick flashing: Install flosMng under first course above finished Drode, Immediately above flashing provlde Weep holes 33" wall. c.c. max. 3/16" dia. ~n Wythe of R 801,3 Roof drolnoge: ff expons~ve or collapsible so~ls exist, roof drolnoge to dischor§e R602.3,1 Where celllng Iolst ore not provided et top plate, the ridge formed by these rafters shall also be supported by o ridge lrder and rafters shall be desl ned ~n accordance with Table R 802.6.1 (2) using the ~Rofter Span Adjustment Factor~. R 802.6 BeoBng ends of rafters and ceiling jo~st shall hove not less than I 1/2" of bearing R 802,B Block between 2"x12" ceillng joist ot supports to prevent rotation. R 802,9 Trimmer joist: single header and trTmmer for openings up to 4'-0" end doubled over 4'-0" unless otherw?se noted on plan. Connect Wlth tacos for header joist spans 6'-0" R 905,2.6(2) Asphalt shlngle attochmenb strip shingles shall have a mln[mum of 6 fasteners per shingle. Fasteners to be min. 12 gauge shank With 3/8" lin. diameter head to penetrate through sheathing. Apply 2 layers felt with roof pitches up to 4:12, R 905,2.7.1 Ice pratecUan: ice barrier requirements per table R301,2(1), if applicable: install per manufacturer's specifications ct o~l eaves to o point at least 24" inside exterior Wall .li~e end at oil volleys, R 905.2,7.2 Underloyment: install underloyment with corroslon-resistont fasteners per manufacturer's speclRcot[ons oppged clang the overtop not farther aport than R 905.9 Built-up roofs: lin, slope 1/4" per foot (2%) for drainage, R 1001 Masonry chimn~ond fireplaces: to be constructed in accordance With code section RlOOl.d ~R1003,13, R 1004 Pactory built fTreplace: tested in accordance With UL127 labeling on equipment per code m1303 & m1414.1 and installed per monuf, s eerfieaUonm Exterior air intake from exterior of dwellln9 "or from spaces Within the dwefl~ng venUIoted with outside air such shall be firestopped ct each floor and celgng and ~nsulated thoroughly on ~ns[de and outside wolfs to reduce air infiltration, M 1305.1.1 Furnaces In closets: to have mtn, 30" clearance In front of unit for servlee. Closet Width to be mln. 12" wlder than furnace and 3" mln. clearance at back and sides. than 22"x 30" For appliances located in dtt[c, install ~g~[tch Pol~eroted lighting ' fixture and receptacle. Provide cJeoronces per manufacturers instollaBon instructions, M 1307.3 Appllonces wlth Ignition source shoBn9 garage floor to be elevated 18" min. and protected from impact by vehicle. f501.3 Clothes dryer ducb, not to exceed 25'(excluding trsnslBon duct) and reduced 2 1/2" for every 45 degree bend and 5' for each 90 degree bend, Install booster fan for additional lengths, Clothes dryer exhaust system shol~ comply Wlth code section m1501,1 ~isted and labeled in accordance wlth UL2158A, Exhaust duct size shall comply with code section m 1501.2. 1506.3Exhaust fans: in baths when required to hove mechanical exhaust copaclty of 50 cfm ~nterm[ttent or 20 cfm continuous. G 2426.5,3 Chimney terminatiom chimneys shall extend 3'-0" above the highest point Where it p~sses thro.u, gh ,,roof and ct least 2'-0" above any port~on ef roof within horizontal distance of 10-0. P2601.5 Water heaters', not installed on slob shell be installed ina galvanized steel pon having a min, th[ekne~ of 24 guage and I 1/2" deep provMed With drain line, OTE: CO E SECTO 1 5 LocoBon of carbon monoxide detectors: At least one darbon monoxide alarm shall be provided in each dwelling unit. The required carbon monoxide alarm shall be ~nstolled ~n the immediate v[olnfty of bedroom(e) on the lowest floor level of the dwe[llng unit containing bedroom(s). GROUND Wind SEISMrC SUBJECT TO DAMAGE FROM 1,2 WINTER ICE SHIELD SN0W 6ESIGN FLOOD LOAD SPEEDe (mph) CATEGORyg WEATHERINGo FROST LINE DESIGN UNDERLAYMENT DEPTH b TERMITE c DECAY d TEMPf REQUIRED HAZARDS h 45 110 (C) See note R301.2.2 SEVERE 56" MODERATE SLIGHT +11 (c) YES See note "h" For SI: 1 pound per square foot = O.0479kN/m2 , 1 mile per hour = 1.609 km/h R 301,2.2 Seismic exception~ one & two fomlly dwellings located in seismic cotegorres B and C and toWnhouses located fn seismic category B ore exempt from selsm[c requlrements,FoundotTons to bear on soil of srte crass D or better for dwellings to TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO ,75" AND HORIZONTAL DEFLECTION SHALL BE LIMITED TO ,50". 1, EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'~0" IN LENGTH SHALL BE DOUBLE 2×4 STUD WALLS 2. MULTIFLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS OIRDER, USE SAME NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER. DOUBLE 2x4 OR SINGLE 2×6 STUDS SHOULD BE USED AT INTERIOR BRD. WALL SUPPORTING ROOF TRUSSES. 3. PREFABRICATED WOOD TRUSSES SHALL 8E DESIGNED AND FABRICATED IN ACCORDANCE WiTH THE FOLLOWING STANDARDS: 1, ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TR~:~S CONSTRUCTION" 2. TPl HIB "COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" 3. TPI DS8 "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWFNO MINIMUM DESIGN LOADS: TCLL = 32 PSF, TCDL = 15 PSF, BCLL=tOPSF, AND BCDL -- fO PSF PLUS UNBALANCED SNOW LOADING , WIND LOADINGS, AND ANY APPUCABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS BUILDING CODE. 5, SHOP DRAWINGS AND DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER LICENSED iN THE STATE OF NE~ YaRD SHALL BE sUBMRTED TO THE ARCHITECT FOR APPROVAL, SHOP DRAWINGS SHALL SHOW THE SPECIE, SIZE, AND GRADE OF LUMBER USED ALONG WITH TRE MEMBER FORCES, PLATE SIZES, AND BETAIL OF EADH TYPE OF TRUSS PROVIDED, 6. ALL LUM6ER USEG IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. 7. CONNECTOR PLATES SHALL BE STAMPED FROM 16, 18, OR 20 GAGE, GRADE A, GALVANIZED STEEL, 8. TRUSSES SHALL BE EASRICATED iN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS ERObl ACCURATELY DUT WOOD MEM6ERS CLAMPED IN R[OID FIXTURES DURING ASSE~JBLY TO INSURE TIGHT FITflNG JOINTS, g. TRUSSES SHALL BE INSTALLED PLUMB, ADEQUATELY BRACED, IN THE PROPER ORIENTAI~ON AND SPACING SHOWN ON THE SHOP DRAWINGS. 10, CUTTINB OR FIELD ALTERA]ION DF ANY TRUSS IS NOT PERMITTED, 11, THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED ANB INSTALLED FOR THE INSTALLATION OF THE TRUSSES, INTERNAL PRE'5~UR~ ~;PJ=PId,[~T5 .1~/-I~ WrNP P~U~ (P~4=) I ~-I~/-~ ¢1~/-¢~.1 -~.9 Fei= LlSflT FP,~ME WALL~ W/ WOOP ~flEAR NAILFN~ 50HEDULE E. ONNEOTION ~ TOENAIL FAfENAIL TOENAIL TOENAIL PA~ENAIL PA~ENAIL TyPI6AL P~25f=IN~. ~O yEAR. AR~HITEC,TL~ ASPHALT 5fllNOL~ I~# I?~" PL~WO~ SHEATHIN~ ~ 5'-I" FL. 8ui i ER ANp ~APEP. (TWP) -- '~" PANEL MCLLPlNO ~ENTER.EP ~ FRIF?I= ~Sp -- I~¢RA~T pY "PYP~N" MC~EL- '-I ATTIC- VENT I Leg (~) OxlZ ~T. I P.T. OIP. PEt R IPC-C-C-C-C-C-C-C-C-~5 VENT LINE IN~IC-ATES T,CP cf= ~r%~- ¢-×1¢ ~ TtTP ,Cf= '~x['g RR LEAVINO MIN. fi' ~ AT NIP-POINT 5P 5PAN i% [:1 4. TRIM RlPfPfPfPfPfPfPOE VENT ¢:~gP~IT - SEE PETAIL 15~J~¢W g,'-d' FL ~ @ KNEE WALL 6" 15LINP FLASMINO 1'-4" 00.H. AZEK TRIM ~/4x 4 TRIM ~ FIRST Pb~R I%"¢ =~¢IqCTUCE i PIEt~ TO '5¢" I~ELOW 6RAIZ5 ] i I X I~" C4KIRT DP. TYPIC-4L ¢,SMUMNS, N~N-(XJST~M -- WP M^NPRAIL TO I¢"xi¢' ~ C,~LLMNS WITH CcP~ PA SlPE LIC~flT~k~16CdT STCSE VENED~. - "VENETO FI~J~PSTt2qE" DY ~LDC,p, APO -- P~,. STEPPP~ FO,:21-1NO 8 r--J r--- __ - - FIRST FLO~_~i~ ~IUJ31~ (T~P)- I -~/ F ..................................... I~ ~ ~ / MATC,HINO p,~IL PC~T. PESlCN ~O PEOREES MAX ~ P8 F~ATI~ / PER Fl FVATI~ ~ ¢IMI~R r~__d F__J ~RI~RG I¢" CEM~N~ -- ___~_==_~_=-- _ .......................... - ............. E ............................................. z - ..................................................... d .... =__u ~T~X4 -- TYP. EXTERIOR WALL: 5C,ALLCP ~411NOL~ I/'7-" SHE^THIN~ Ox 4 51~P WALL 16" TWP. EXTERICR WALL: RI[;C-[;C-[;C-[;C-[;C~5 VFJqT W' RAPlt)5 S,¢t=FIT 6~:~AR SlDIN~ L -- ID-" R_~VOOp Se~FIT w/ lC# h~L_T RIPO~ VENT bE,q::EP A2EK SCt=PIT bP. I/¢" ¢¢fEATtIIN~ I'-d' OA~LE oM - _¢-I" la_ HT. ~. e ~"-I" FL, MT= _¢ PCRME~R __ _ _ FL. Cf= RDtSV -- ~LINP 1% ,:2FT. I~ATN g' tSLIND PLASHIN~ e±fi WINPCW FLASHINO ~b~' D ?A~IA ~ (4) ~1~ ~. P.T. DIOR FIRST PLOOR __ PANFI I FD C-ARRIA®E STYLE ~VEP4q~ DOORS W/ LITES RIC,4-1T' ELP_VATICI',i I/4"=1'-o" ~/4x 4 TRIM (TYPIC~- ~LL OALVANI,ZEP STEEL I ~---q PO&RS ¢ WINP~WS) AREAWAY AS ~Q PEOp~EES MAX CE ~ "S~' ! '~ E__] L__~ ....................... T .......... ] PIER TO ~¢" i LJ Ixl¢ SKIRT DP. COPYDGHT AXELROD & CHERVENY ARCHITECTS 2007 AS -BUILT LOT B 6-5-07 [ JOB NUb{BER 060::25 SHEET NU~JBER . 9 VENT 3LI~N LIN~ ~= ¢~2d;~= ~ ~ARA~E ~EyOND- RIDC~ VENT ~i~~'-I''F~-' - - ALI&N MT, '_PL. HT. "x~" AZEK, TRIM W/dUF ~LAS5 IZ IZ ~,~y 14'-I" PL _~T= ~_ I$ DO DO IAWN~Z7 DO IAWN~!~7 _ffzl" ~. HT. ~Y "PYP~N" MDPEL ~TIOX~I 5/4x ~ FRI~212 ~ TRiM CFYPID~L / I i I I I I I I I I I I I I I I I I ~xl ~IRT BP, I Ii Ii Ii I I ~l~ ~Ne, I¢"¢ ~ ¢ LJ LJ LJI ~ P6 F~NPATI~ / m FI FVATI~ ~ SlMI~ I ~ I ~T~ ~N~ ~ Ix~- RI~ PEFM)RATIVE ~ #1~TIg~l ~_VN_~ ~_ fi-I" PL. HT. DFF ~JLT[JR~ J ~T6NE VENEER 5/4-x A TRIM (TyPI6AL ALL PO~R6 ~ ID I% ~LINP #DKTISX~I ,~ Pn' MIN ~" ~LINP FLA~-JfllN~ ELEVATI~xl GULTLREP D STONE V~N~ SE&TION A-A H P~E PETAL l_El=l- SlI:; _ ELEVATIDN I/4"-W-m" PIER TO ~¢" y I I I _ _- _- _- _- _- _- _- L _- _- _- _Z _- _- _- _- _- _- _- _- _- _- _- _- _T _- _- _- Z Z- Z _T Z _- Z- _- Z 2 2 2 Z Z Z Z Z 2 Z Z Z Z ................................. ] ......... - ............. FIRDT PL~R ~ PIREPLAOE PATA FIN. FREF'LA~,E 6T~N'©. (IN INDHES) STEEL ANC_E COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2007 AS-BUILT MODEL B LOT DRAWN BY: CHECKED BY: DALE: DAI1E: 09-2(]-06 3-16-07 3-30-07 NUMBER 060~5 SHEET NUMBER I PIER, (~) CxlO P.T. NJJ~IJ CoDR -. -?- I (~) %xj~ P.T O~L_V. 5TL. AP-EAW^Y ^5 P, Ed~UIP, P~ I^Whl~'~lf L L LJ TYP. ~M POO<,ET: WRAP ~NI~5 ~I= CoPR W/ ,N-bNINL/al AT PO61<~T ~ PR6N'IPE I/¢" AlP. ~'3,r~ ALt_ SlP~S p~o.. R~J-~I4 HU I LOW LVI_ C-C-C-C-C-C-r~R PO. I ~ I/,¢"xll III-- ................ F l ---~" Hlelfl PAIL p~J~ PTO TO FA6E ~= Cxl,~ PT. PLUSH LONO $~LV. LAO I5~LYS ~ IS ~ o~.. SYAOCo~P-EP Wf~ AT ~) ?-xIO Pl. PLUSH i~I I%U~H ~ I%"¢ SeNOI~ PIER- LINE PEeK ZxlO P.T. LEP~ ~ W/ I/Z"xA" 0~.. ~TA~:~DEP.~D W/ ¢- AT EA. POURED ~N&P45TE F6UNDATI~N WALl_ aN &6N&RETE I=l-O. (9) 'ZxIO P.T. PLUSH Col2p, ¢4"xc4"xl¢-" pi:' PG PT& STEP ¢x~ P3-. DD ¢ I¢" Oz.. .............. JL CDR I FT .~-i/¢Z'xlh 7/~/' - LOW LVL ePR ~ PO~T UNEXOAVAT P 4" P~. 5LAD ~ ~x~ IO?1~ WVVM SLet~F- DN %" TO ~. TOP ef= WALL DN. -I'-Z" LNI;~R DOeR Pet~ G6N6,P~TE P~b, NDATI~N WALL I¢"x~" ~ P~ 6,SN6P~1~ P-TO. FSUNDATle;N F AN FLOeR DRAIN TO PP, YWI=I I - k-d'×4'-d' WlND,9~ ~111 MAX. 4'-4" P~t.l~ IN ~ ~T~P ECdRE~S WIixDZ:~V SYSTEM DY 'MONAP~4fl" ~R ~Z~U~L_. IN~TALL A5 F~R MANIJ=. OPT. EOP, ESS WINP6WV PE'FAIL 'Zx~ Pl. L~ DP W/ I/¢:'x4" LONe O~,l_V. LA~ I~LTS @ I~-" o~-. STAC~Sq~P.~P W/ '~ AT ~J,. ENP DRAIN TO PR'ONFI I ,4'-¢"x ,4-'-~" WINPCW 5hq- SILL MAX. 4'-4" AI~WE I=L¢~p, -- OPT. MSN*~Z,.M "eA~ STEP~' EORE~:~ WFII ~ E,~:UAL. INST~ ~R M~. ~IFI~ATI~ ~) COPYRIGHT AXELROD & CHERVENY ARCHIIECTS 2007 AS -BUILT MODEL LOT DRAWN BY: CHECKED BY: DATE: D-II-O§ REV No. DATE: 1 00-2{]-06 2 10-31-00 3 11-27-06 5 3-30-07 ~ R 7 019107 8 10/Is/0? dOB NUMBER O60 5 SHET ~U~E~ OF ~) ITPH~472- I1~:~0 ITPPD~'7% @ ~'-~" Hi?. @ ~'-0" HT. HP HT. '~ I/¢'xll ~/~," LVL HPR HIP I ~EILINO IZ"×B' p' HI6fi Tt~AY 6Le. ~ I I WI~4_ DRIDK, VEN~ER ST~:~4E V~N~R Tf,. FLLE \ N -., 7/~" P~L H~:~ I ~ I/4"xl~"'/(JP~q- ~ L.VL eP~, -~T I ~mr~ Ar I / 16.A~T/I ~ s'-o" HP. HT. TEMP~,EP 16A~T/I ~ ~'-d' HP. HT. TEMPt:REP PATH WP TILE~ TUD H~ ~-~XlO HPP, ff-d' ~L.~. L!PR,ARY L6W X~} ~ I/~-"×ll ~ LVL HPR LINE DAL(~;~IY %16 ELLIPSE d~. HT. ~" I ~R. IT~4~% (3) %xB P.T. pP, E-PA~ I RAI~:E~ FIREPLAS,~ O'-d' I,I p'PAST ROeM ~= p>,L6,~Ny -PS'ST AT I,I -'~" II'~T' Le~V (~) ~-xl~ P.T. C~. O'-d' 6LO. ~ITGHEN DUFLER LAV. ::'-4-" Id-4" P~T SAPS ANP DA~JE (Th'PI~AL) I/~-" TYPE "X" eYP pp. I 17 Id-d' ~TP~~ ~l_e. ~ DININ~ RO0~ I I ~/4"xll 7/~/' LVL HIP @ ~'-o" HP. HT. INT. I~ARIN~ W;~L POYER (~) ~-xl~ HE,~,_d, ~ ~/w~ ~ I (%) ~x~ P~T HleH ITPMP~4~ @ ~'-0" ~ 0 ~'-0" ~ PiT. T-7' % % P~T W/ 61MP~:~,I ,~ P~T ~,APS ANP PA¢:~E 7-~" IHT. [ANLLOF~IRBT FLO~ EXTD~,IOR STUPB TO ~ pti, ec, F:~, ~P. HZM FIR #% ~E ~AYH -LINE FL~6~ ,1' FP~.. 4~ MIN .... m~--~ I/¢xll~" LeW LVL ~IRf;CR 6AR OARAOE L~ $1~ F I HP. HT HP. HT. X WAD-, ~E I~-TAIL ON I- ~1 ITtTd~47% HD @ JHP. HT. FIRST FLO0 PLAN FIRST FLOOR LIVINO AREA (DASI(¢): OARAOE: %15~ S.F. NOTE: ALL WINPSWS TO DE MARVIN INTECcRITY I W[~ INTERI~ ANP ~1~ BN~ ~ L~I~5 PER ~VATI~ ~SHEAR WALL NOTE: HORIZONTAL LOADS ASSOCIATED W/ 120 MPH WINDS LOADS ARE RESISTED BY EXTERIOR PLYWOOD SHEATHED AND INTERIOR WOOD STUD WALLS W/ GYPSUM BOARD. SEE WALL DETAILS FOR FASTNER REQUIREMENTS. PROVIDE SIMPSON PHD2 HOLDOWN W/ B/8'¢ ADHESIVE OR ANC,,H,O~, ~OLTp~TO FOUNDATION AT DOUBLE STUD END POST LOCATIONS INDICATED HO N N, SEE WALL B~AILS FOR HOLDOWN ~NSTAL~TION. COPYRIGHT AXELRDD & CHERVENY ARCHITECTS 2007 AS -BUILT MODEL LOT B L18 DRAW~ BY~ ~P~ CHECKED BY: DATE: 09-26-06 ~[- ~6`31-o~ 3-36`07 6`6`07 8b 7D ~o/~/o7 JOB NUMBER 060 5 NUMBER WIOL --D ROmP ~ 7-d' H P hit FLAT -, P~ILIN¢ / / / / / (¢) ~x4 I/¢'xU T/¢" LL_Jj L_JJ /i RAILIN~ ~J @ I¢" ¢~ IlUl¢' pOyFR 1¢-7" ~I'-T' T-al' HP HI' Fr--q L_J fLAT TU~ ITPHC'Z4O @ Y-d' HP HT. VENT PRYER TO ~d1-GIPE SP LI~P, ARY 17-5" (¢) I^WN~?I5 5'-d' d,~pLITER / M~PlA 0 DEAP-INO KNEE WALL~ I~'- Y' ITPrrS¢~ T-d' PP ilT ii @ T-d' HP. MT. 5E661qP ~LO0~ PLAN GECONP FLOOR LIVINS AREA (~AGI~.): 15~ sr ~PTIONAL SUP_ST SUITE: 4&5 SF. AS -BUILT MODEL B LOT 115 DRAWN BY: UPS DATE: 08-03-06 DATE: 09-20-(]8 JOB NUMBER 060~5 SHEET NUMBER 5oP9 COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2007 .~ttWR I PLUM_DIN~ RI~ER DIAO_~RAIvl R~Z~I= ~_AN INDI6ATES ONE ROOF ~UILT ~ DATE: DALE: ,/9/o7 m/m/o7 FAI W,q2_ AS -BUILT 4" ~u~ MODEL LOT ~HEET NUUBER dOB NUttiER [ 060Z~ COP'~RI6HT ^XELROD & CH£RyEN¥ ^RCHI~CTS ~007 VENT siMPSON H-~ TIE TYPICAL AT ALL INT~RI~, ~ARIN~ · ZxlS RIPCVE W/ VENT ~ RR @ I~" @Z.. RI~ VENT WALL5 TO ~ DRAC, EP DURINO ~¢NSTRLkSTI~N TO PREVENT ~2WIN~ OF TOP PLATES. PO NOT REMOVE pP~S UNTIL WALLS AND RO,5:f= ARE hqJ_LY SHEATHEP. ROW ¢-xD NAILER LINE ('Z) ¢-xl~ (S) RR I~:~YOND · I Sx¢ RR @ 16" TIES ATTf~ % --r: Hr. ~" FR[F7F DP OJJ. ('z) 'ZxlS / ¢~:~r-. LI~C*ARY OYPSL,M bP IS A%T-I&/~PT. LI~:~,ARY ON WALLS ANP (.,L8 pA~KS' ~PRDC~vl IS 2 Fd 8 l¢" Oz.. PlNINe Rz2ONI ~ Id' P~, FSUNPATICN WALL ¢¢" x I,g" P~EP (,ONSRETE FTC. DAMPRCOf=IN¢ DELOW CdRAPE (TYP) %. SE(..TISN 'A' %x~ PT. sILL PLATES WITM sILL SEAL Ah[? ~PER TERMITE ¢4fllELP Id-d' I JL J ¢ I/S"xll 7/D" LOW LVL ¢ I/¢% L,~_Ly ¢,¢J3v~ ~ Y~,"xC4"xl~" PF. PC-. PTS. Sxl¢ Fd @ I¢" LI/:Z" OYPeLM bP WALLS AND KITFJIEN [ _L_j ~," (R-is) v^vr~~x~9 SxlS Vd @ I~" Oz.. r--J ~ NAILER VENT STRIP -- ¢-x[O PX. PD ~ I¢" Oz..~ IS RI~ W/ VENT [S"xI¢" TZ. PLU~ -- sds RR ¢ I¢" o.(.. I¢ I0 @ I¢" ATTI& MD TIE AT ~H RAFTER NAILER R5~.¢.7.1 lEE PROFE~.TIGN NCFE: WATER PP~2~f=INO SHINGLE UNPERLA"d~ENT EXTENPlNO FR~M TNE EAVE EDOE TO A ?OINT PlMENSlS~P H~.IZSNTALLY INSlPE TME STRLBTL~_ & AT ALL &RITI&AL VALLEY & WALL T¢ Reef= Gxll RlPSE W/ RIPOE VENT LINE INDI&ATES ToP ¢ L,NGLrr SxlS RR 6UT T,d~ ~ SxI'Z RR LEAVINO MIN. ,¢" ~ AT MIP-POINT ~ 5'-I" PL. MT. -- (~) SxlO P.T, ffLIJGH ~ PIER TO '~" ~ OP.~PE pA~-~EMENT s stay U VOTER , ~ff' (R- (~) ~Y DA~IER ~R NAILER @ I~" o& Gxl'Z Fd @ I~" 06 (R-~) DA~FS L_z_LJ .5ff__d, TI6N 5' ¢x1¢ RR 4~ I¢" SlMP~gN MD 14'd" FL. MT. I/Z" eYPSL~ DP ON WALLS AND MASTER FIRST PLO0~ (~) ~1~ FIRST hqJ:2~o. GE(,.TION '(,' < OFT. 6LA55 OApLE WIDTH ' LVL FLLL MEld411- d~4~ STUP5 OP.~AT P~P~M FIREPLACE SEE Pb-FAILS ON SHEET Z CP¢ TO FLR IYZAMS, l~tJ~ee, ALL UNSUF:'PG~.TEB ~S -- -¢" (R-lO) ~ATTS --SxlS Vd @ I¢" 06 (S) Sx~ PI Sl~ PLATes WITM SILL 5E&L ANP TERMITE GMIELP (TyP) -4" ?¢'. 5LAp ON ¢ MIL PGLyETH~L_YNE DARRIER ,:g~4~R 4" Ge~XPASTEP ORAVEL PAGE -- F%M~i~- 14'-I" PL= ~. i ~N_ LiNE df= ii W~LL ~YONP & I/¢"xll 7/D" LVL 6REAT R¢OM e I/4"xll 7/D" LVL HPR' -- I/s" OypGt.M DP ON W~LLS AND ¢" (R-10) SEd. TId;N '12' ~--~ I/S"×ll ?/~/' LG~ LVL ~ ~ t/s"¢ LALLy 6,SLUMN ,SN 'Z4"xl4."xl'~" PF'. Pz~. fifo. -%×D RR @ 16" oz.. __ 5'%r' PL. MT.: _~_ _ _ __ FIRST FL¢OR ~ __ PA~YJ~NT ~ COPYRIGHT AXELROD & CHERVENY ARCHIIECTS 2007 AS -BUILT MODEL B LOT DR^'~ DY: CHECKED BY: GC DATE: ~E¥ No. DATE: I 0g-28-06 ~P: ] 10-31-06 6 8-5-07 7 B/9/O7 B~ I @B NUMBER '~ xl'~ GTIPP~NER' I/'/-" MAP,INE ~ F~YWOLD / IxlO FAC~,IA pOARP "AZEK" TRIM POARP (4) ¢ X I¢ P.T. OIRPER ~LLMN -RIF~ P~:~/N ¢"x4", ~P` R[~IP INSLLATI~N, WITH I/~" PEP` PETAIL 'P' (4) ¢ X I¢ PX. ¢IRPER / / / / I \ / / I¢'x J%" ~2X b~_LJIvlN5 ¢-x~ P.T. PLATE I X I¢' 6~IRT DP. REINPS~ EFPIvi MEMIbRANE ffASTENEB W/ P~qPlN~ APMESlVE SEAM m=CLI61N¢ dEMENT ~A~TEN/N¢ PLATE ¢~ER EPPM LNPD~LAy I/%" MAP,INE ~RAP~ PLYNOLM P,Iid~ P~WN ¢x¢, ~R RI~IP IN¢IJLATI~ WITI1 Jld' PER FF. ¢x1¢ RR ¢ I¢" IFETAIL '~' - ~oo~ SEAM I/Z"=l'-d' I VENT STP, IF A2EIA ~ ~OARP -- WINPOW d, OV. Pe~,d,H ~" INSTAll ~P PERPENPlSLLAP, TO dClOT. FASTEN I::~EFJ~IN~ WITH ¢ ~" H~ DIP~ ~V. ~P. 6¢ATIN¢. &~RNATE: VINYL ~EET ~A6~ DY ~ FIRST FLOOR MARINE ORAPE PL'~WO~p RIPPEP ¢"x ¢" (i/Id' FEP, 1'-0'3 PETAIL 1=' NX.S. COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2007 AS-BUILT MODEL LOT B )RAWN BY; :HECKED BY: JOB NUMBER 06025 SHEET~oFgNU~BER I P-~FTER AT RID~E/HIP TYPIC, AL RAFTER TO PLATE CONNE6TION 16D NAIL 0 24" 8D NAIL 0 AT ALL SD NAIL ~ 12" O/C AT ALL MEMBERS NOT AT PANEl 15/32" GSB DR PLYWOOD -- EXTERIOR coRNER HALL PRAHIN® SEE PLAN STRAPPING AT POSTS SUPPORTING ROOF BEAMS NTS B NAILS 0 6" O/C O EDGES ]R 2-16d TOENAILS 0 EACH STUD INTO RLATE (BO NOT USE END NAILS) lJ · R 22 GA COIL STRAP 0 3Sho/c W/ 8-BD NNLS FIRST AND SECOND ,q-OOR STUD EXTERIOR WALL AT SECOND FLOOR 4-16d FACE NAILS FROM KIND STUD INTO HEADER~ -- SINGLE KING STUD (DOUBLE AT SPANS > · FT) EXTERIOR WALL HEADER DETAIL 5ECTION AT OVEd~HANG TYPICAL HOLDOPqN DETAIL @ pRAHED FLOOR ]WPICAL HOLDOHN DETAIL ~ 5LAD NTS (DO NOT USE END NAILS) PROVIDE SIMPSON LSTA3O STRAP W/ 3-10D NAILS INTO EACH STUD ADOVE AND BELOW EXTERIOR FOUNDATION WALL (PERPENDICULAR TO JOISTS) NTS (D (D (D 5HEATHIN® 56HEDJLE ZONE I ZONE 2 ZONE FIELD 8" O.C. 12" O.C. ~" O.C,. EDgE 4" O.O. 6" O.C. 6" 0.6, ALL -~/l&" EXT. PLYHOOD HALL 5HEATHIN¢ TO BE 5EOJ~.ED !NITH gO COhAMON NAIL5 (HOT DIP ~ALV.) PATTERN AD INDICATED ABOVE. TYPICAL (3ARACE APA PORTAL DETAIL 2 ROWS 8D NAILS 0 6' WALL PLATES. EXTEND CQN~NUOUS CONCRETE WALL A35 (OR LTPA ON OUTSIDE) FRAMING ANCHOR @ 32" O/C -- 5/8"¢ ANCHOR BOLTS DR ADHESIVE ANCHORS W/ 2"X2"X~6" WASHER PL 0 6' O/C, AND WITHIN 12' FOR~ END OF PLATES, PROVIDE SIMPSON LSTA30 STRAP W/ 3-10D NAILS INTO EACH STUD ABOVE AND BELOW FLOOR If WALL SHEATHING IS NOT CONTINUOUS 14" MINIMUM PAST TOP AND BO~O~ WALL PLATES. EXTERIOR FOUNDATrON WALL (PARALLEL TO JOISTS) I THE WCe-K 6hk?WN ~ ~dE~-~ ~WIN~ HAG ~N ~61~N~ IN ~AN~ WI~ ~E 5TR~ ~IR~ ~ mE ~51~1~ ~ ~ THE ~TA~ ~ NEW Y~ LI~ ~: RO~: ~ 6N~ AT ~ ~ ~5: 4O P~ FIR¢T ~: 4¢ P~ F~TI~Y ~ ~1~1~ P~ T¢ ~ ~1~ ~ ~15 ~TI~ Qh=,00256 Kz Kzt Kd V V I (Eq 6-13) 6-5) Kz[ = N/A (site does not meet requfremen(s for hilly terrain as defined by 6.5.7.1) Kd = .85 (Table 6~6) V = 120 MPH ( Wind speed - 3 sec gust) ~ = 1.0 (Building Category II) (Toble 6-1) Qh = .00256 (.70) (.85) (120) (120) (1) = 21.93 PSF P = Design wind pressure = Qh (G Cp - G Cpi) (Eq 6-18) O Cpi = +/- .55 (Table 6-7 for Enclosed Buildtng) ~UI~IN¢ IN ~AN~ WITH ~E ~IN¢ ~ ¢ N~ Y~ ~TI~ RD~IZI.~ ~ ~E ~6I~NTI~ ~ ~ NEW Y~ 5TA~ WIND PP-~55UP4~ (p.5~) ~1.~/-¢5.1 F~2~ff ~2V~P, HAN¢ -~ ?~= NAILIN® 5CHEDULE CONNECTION FASTENIN~ T'r'PE I~. R~.=TER5 TI65 P. AFTERD~:AGE ~- bd PAGENAIL I~. 5UBFLOOA TO FR~41N~ Bd cobl~fON 6" o/c AT EDGES, 12" O/C rNT SUPPORTS SIMPSON PHD2 HOLDOWN, SEE PLAN FOR LOCATON -- 1/2" SHEATHING W~ 8O NAILS 0 6" O)/CC 0 EDGES + 12· O/C ~ INTERIOR -- 2 ROWS 8D NAILS ~ 3· O/C INTO WALL PLATES, E×TEND PL OOD CONTINUOUS FEET FRO~ PLATES 4 ANCHORS W/ 2"XS"X3/6'' WASHER @ 6' O/C, AND WITHIN 12" FORM PL SECTION AT POST EXTERIOR GARAGE WALL (CONCRETE SLAB) COPYRI8HT AXELROD & CHERVENY ARCHITECTS 2007 AS-BUILT MODEL B LOT JOB NUMBER I 0 0 0 0 0 0 0 0 0 0 0 0 -I 0 u ........ ' : /% ~] --' -- ~ ,-,-- -n I °-I'---,r~ -~ -- ,~i~ .... I ~ ~ __ l~_I__ ~ ............................ ~ ........... ~---~ / ~---~ ii i I L___2 k ~ I -- '=_z_l U___J L_ k_] [___j~ : o-,,- UNEXDAVATEP 0 0 0 0 0 F~PATI~ ~&TRI&~ ~N N.RS. ELE&TF, I&AL ~.H~J'vtArld, LEOENP ~ ~PL~X P-.~PT^CL~ ~LrFLET 4} OP. OUNp ?AJ_T INFERIJI=F ~UTLET 8 0 03-a~07 AS-BUILT MODEL LOT JOB NUb~SE~ 060~5 SHEET NU~BER Elo, 3 bE LIN~ / \ PIP. ST ~_OOR P_LP_DTRI~AL PLAN N.T.S. ,/ OOVFR~D POROH ,, MUD RO6~Vl DAR ~ARA&~ COPYRIGHT AXELROD & CHERVENY ARCHI~:CTS 2007 MODEL B ~-~ DRAWN BY: 'AR CHECKED BY: CC DATE: (]3-30 0 REV No, DATE: 1 09-20-fl6 2 10-31-0§ ~ 3 il-27q]6 I~ 4 3-16-07 ) § 3-30-07 ~ ~/o o7 a JOU NUmBeR 0~085-X ~E2 3 LL_4 LI-_4 r- ....... ~ ti' II I=LAT p~o= ,,,, ) _12Z222T__-__-_~ ~ ', ® ~,u~ //\ ,, I Il II ~ ) --- . MP_PiA Ro,5~ / ~RO~ ~4 ~ ~ NN / / X~ / ~l % x, '.~ ~w~ r / ~ ..~. .~ ~ ., ,,.,,~-~ .~ t~ , ~ ,, .® ~: ~ , .'// ~ ~*~ ' ....' ' ~ ~ ~ , ,"u~ ...... ._%_~ z~c__* ~__. ~ .... L _ ~ ~ ~ ~-.. ~ <~,~ ~,> ,, ~.-~,_ ...,,,, ,, / ~ ~n~ .5 , FOYER - I r - I' RO~ '[, SE65NP I=I_OOR ELE(.,TRI(,,AL PI_AN N.¥.5. W DR^~ BY: §-5-07 E COPYRIGHT AXELROD & CHERVENY ARCHITECTS 2007 AS-BUILT MODEL LOT JOB NUMBER 060~5 SHEET NUMBER E3,-3