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Home My WebLink About28333-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29562 Date: 07/09/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 14395 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473689 Section 89 Block 1 Lot 3 .1 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2002 pursuant to which Building Permit No. 28333-Z dated APRIL 28, 2002 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 COVERED PORCHES AS APPLIED FOR. The certificate is issued to WILLIAM J & NANCY AYLWARD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0062 07/03/03 ELECTRICAL CERTIFICATE NO. 1089511 06/06/03 PLUMBERS CERTIFICATION DATED 06/02/03 KEVIN REMPE PLUMBING CORP L Authorized Signat e Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29563 Date: 07/09/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 14395 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 89 Block 1 Lot 3 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2002 pursuant to which Building Permit No. 28333-Z dated APRIL 28, 2002 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 ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to WILLIAM J & NANCY AYLWARD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A .(a�_ 2, Authorized Signat Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28333 Z Date APRIL 28 , 2002 Permission is hereby granted to: WILLIAM J AYLWARD 100 ANSTICE STREET OYSTER BAY,NY 11771 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH DETATCHED GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR AND AS PER DEC AND TRUSTEE CONDITIONS at premises located at 14395 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 089 Block 0001 Lot No. 003 . 001 pursuant to application dated FEBRUARY 4 , 2002 and approved by the Building Inspector. Fee $ 1 , 292 . 40 Au iz Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL (� 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 7— ? -67 New Construction: OCLJ Old or Pre-existing Building: (check one) Location ofProperty: /qJ`O� Ail) kJ N��`r <Oi�74/7D40 House No. Street Hamlet Owner or Owners of Property:--3pA"it,ac Suffolk County Tax Map No 1000, Section p q Block d l Lot 3. Subdivision /' Filed Map. d Lot: Permit No.x$333 Date of Permit. —7 ��]�� Applicant:�o4Q1k rr�- n Health Dept. Approval: 8lo—oI- OOQ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o e) Fee Submitted: $ a�"144 7 L oaiq Applicant Signature Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN IIALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. JUnJe_ aVO3 New Construction: Old or Pre-existing Building:'' (check one) Location of Property: ,3 'j 5— A4V BWl Vl CW /�nn House No. 11 / n Street Hamlet Owner or Owners of Property: // igirl Suffolk County Tax Map No 1000, Section 059 Block Lot dpi. 00/ Subdivision Filed Map. Lot: Permit No. d` 333 Z Date of Permit. V– OZ Applicant: WaX4/r7 Health Dept. Approval: Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: 4_/ (check one) Fee Submitted: $ O.O Applicl nt Sig iature Town NNt,530"Mein Read Fax(516)765.1923 P. O. Do: 1179 TN6pPof (516)795-1!02 Southold. New York 11971 jak OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C 8 a T I T I C A T 1 2 DATICt Building Permit No. �V 3 -2- Owner: Owner: Jed .a &,we.r+9 (please print) Plumber: Gaf;dJ�VVrv4��J� c-or (Te pri t) 2 Certify that the solder used in the water supply system contains less than 2/20 of 1• lead. ( umbers signature) Sworn to before m� this day of Notary Publie, �/ County ' CAMISSIISOIECBlI Notary Public,SLte of ROM NJ.CI "C K'31 . -c!.olkCou Ccmm;;;icc t7 r�rJ ar�r�r�rJ�rJ�rJ�rJ]1I ISI Ir I III I�I-�l-�l acn�l�l�lrJ�l�frJ�rJ�rJ�cnrrcnr nr nrrrJ I I I I irJr: f: IJrJ�rJ�l.lrJ.11 11:11- lI�I IaJr I I!I I I WR rJ�L3PLrJLPLPL aLr3 o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT Upon the application of upon premises owned by 5 ALAN HUBBARD ELEC. JERRY AYLWARD 5 5 P.O. BOX 2241 14395 MAIN BAYVIEW 5 5 126 CLOVER PLACE SOUTHOLD, NY 11971 AQUEBOGUE, NY 11931, 5 5 Located at 14395 MAIN BAYVIEW SOUTHOLD, NY 11971 5 c5 C� Application Number: 1089511 Certificate Number: 1089511 Section: 1000-89 Block: 01 Lot: 3.1 Building Permit283332 BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: C� 5 Basement,First Floor,Second Floor,Outside, 5 5 5 S5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 found to be in compliance therewith on the 6th Day of June,2003. 5 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 5 5 Oven 1 0 4.2 KW 5 5 Furnace 1 0 Oil 1C 5 Wiring and Devices 5 55 Receptacle 29 0 General Purpose 5 Switch 35 0 General Purpose 5 5 Fixture 23 0 Incandescent rrr5 Paddle Fan 3 0 5 Receptacle 1 0 20 amp Laundry 5 5j Receptacle 1 0 30 amp Dryer 5 Receptacle 12 0 GFCI L5J Service 5 5 1 Phase 3W Service Rating 200 Amperes seal 5 5 Service Disconnect: 1 200 cb 5 55 Continued on Next Page 1 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o ��s��6s��ssss�ss& v o �n�n�l�n�n�nrnr�l�r1nnn1l�n�n�n�n�n�n�n�nrsr.nsssss�nrs:: 1:1l1r1 l �: I Irr. rc.I! 11. 1I I��1� jMrssL�C PC PC PLPLJ 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 �7c5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 ALAN HUBBARD ELEC. JERRY AYLWARD 5 5 5 P.O. BOX 2241 14395 MAIN BAYVIEW 5 126 CLOVER PLACE SOUTHOLD, NY 11971 5 rj AQUEBOGUE, NY 11931, e5 55 Located at 14395 MAIN BAYVIEW SOUTHOLD, NY 11971 5 Application Number: 1089511 Certificate Number: 1089511 C� lc Section: 1000-89 Block: 01 Lot: 3.1 Building Permit283332BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 55 5 Basement,First Floor, Second Floor, Outside, 7 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 6th Day of June, 2003. 5 5 Name OTY Rate Rating Circuit Type Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 5 5 5 2 or 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 O rJ�rJ@P�PrJ@Pr�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJrJ�rJ�cPrJ�cPrJ��PcI@PrJ�rJ�rJ�rJ�rJ�rJ�rlr�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r�rJrJ�rJd'L3 pLLrL3r3rL3r3rL3rJ�rJ'rJFcPrJ�rJ�rJ�rJ�rJ�rJ�rJ o New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40- SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 abode Website: www.dec.state.ny.us Nur Erin M.Crotty Commissioner AMENDMENT TO PERMIT April 12 , 2002 William J Aylward 258 Community Drive Smithtown, NY 11787 Re: 1-4738-00406/00003 South Bayview Ave,Southold SCTM # 1000-89-01-3 .1 Dear Mr Aylward, Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR Part 621 . It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions . Therefore, the permit has been modified to authorize: Reconfig a wel ing 'n accordance with plans by John Metzger, last revisio 1/29/2002, d stamped NYSDEC approved on April 12, 2002. This 1 tter is amendment to the original permit and, as such, shall be availab e job site whenever authorized work is in progress . All other terms and conditions remain as written in the original permit. Very t ly Yours, Roger E ns Permit inistrator cc: file "Habitat" s' Albert J. Krupski, President Town Hall James King, Vice-President gpFF0j t 53095 Route 25 Artie Foster �o �// P.O. Box 1179 Ken Poliwoda o y� Southold, New York 11971-0959 Peggy A. Dickerson Z Telephone(631) 765-1892 py �� Fax(631) 765-1366 �yol � dao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 25, 2002 Mr. William J. Aylward 258 Community Dr. Smithtown, NY 11787 RE: 14395 Main Bayview Rd., Southold SCTM#89-1-3.1 Dear Mr. Aylward: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 24, 2002: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5329 to move the house closer to the wetlands and garage relocated in the rear yard, all as depicted on survey dated July 9, 1991 and last revised January 29, 2002. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, p Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims 2120I►'� I i May 19, 2003 Town of Southold Office of Building Inspector Town Hall Southold, NY 11971 Dear Building Inspector: This letter is to request that we be permitted to complete the interior cosmetic work(ie staining and painting) in our home, while we reside there, and after the final home inspection is conducted by your office. Please refer to our Building Permit#28333. Thank you for your attention to this matter. 4Wi cer 9 /-� iam J XylOde44 / 14395 Main Bayview Road Southold,NY 11971 gtGoo d i� a"y 23 7rnc&V 6ZO03 'Notary public LINDA J.COOPER Notary Public,State of New York No.4e22563,Suffolk Cc-jj b Terr,�'ExpiresDecetriLurJ], D i I I va" M 9„ (2) 3/8" X 10" LAC-75 EACH STRINGER Cn co ALYWAKD " A ENE EQ,E Ck ',, 2X10 ANGLED 15LOCKIN6 `� FOR STAIR SUPPORT °fnrs s w� am ,Nywehd NY Keever Mountain Log Homes 031 HOTE: LOAD TABLE Z BEAMS 7.75 X 14.000 GL3100-2.0 DESIGN C0.ItERIA o.v 1.THIS GMID-UIM BEAM IS DESIGNED TO SUPPORT DF.S IGH CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE M). OTHER LOAD CASES TOGETHER (REFER TO,NOTES). _� LIVE LOAD _ 40 PSF ONLY VERTICAL LOADS AS SH FLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. - - - DEAD LOAD = 30 PSF VERIFICATION ERIFIC TION OFMIADING.ING DEFLECTION (DIsENSq MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD - 70 PSF BRACING,OR OTHER LATERA.BRAGNG THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REWIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX EL008 SPAN CARRIED 29.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM FLOOR LIVE TOP 480 PLF 00-DO-00 14-04-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 374 PER 00-00-00 14-04-00 DEFLECTION CRITERIA LATERAL STABILITY. 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM, WARNING NOTES: LIVE LOAD OEFL: L / 360 TOTAL LOAD DEFL: L / 240 4,SHIM ALL BEARINGS FOR FULL CONTACT. 5.VERIFY DIMENSIONS BEFORE CUTTING MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE GANG-LAM TO SIZE. GANG-LAM LVL BEAM.IT IS THE RE5PONSIBILITY OF THE DURATION of LOAD INCR: 0 8 6.THIS GANL4-LAM R TO BE USED AS A PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, FLOORBEAMONLY'. AND GRADE OF ELMER USED FOR THE BEARING PLATES ARE DESIGNED CODE COMPLIANCES TO CARRY THE REACTIONS OF THE GANG-LAM LVL BEAM AND PREVENT REPORT p 7.PRONDE COMPRESSION EDGE BRACING AT CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING BOCA 94-13 0E•O.C.OR LESS. NUMBER I,A REACTION OF 8008.000 LBS ON A SPRUCE PINE WALL DADE COUNTY 93-0709.01 PLATE WOULD REQUIRE A MINIMUM BEARM LENGTH OF 6-15 ON-SX). HUD MR 12148 '••THIS DRAWING IS NOT TO SCALE••• I C80 4321 ANCHOR GANG-LAM LVL SEMI SECURELY TO BEARINGS OR HANGERS, L.A. City 9849204854 NOTEFOR DOUBLE NEMBER •DES I NABS MESCCMI VENTS CARRIED ARE THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT Wt SCOSTATE 610-91MCMc 930021-W APPLIED TO TOP EDGE OF GANG-L ,SUCH THAT DEFLECTION LIMIT OF L060.FOR STIFFER FLOORS AND BETTER N.Y. STATE LOAD IS DISTRIBUTED EQUALLY TO EACH PLV. PERFORMANCE,U480 IS HIGHLY RECOM,"DED. N.Y. CIT`( MEA 9"1-94-E •ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF led CCMC 11518R COMMON NABS ON EACH FACE STAGGERED AT 12.07 GC. I SUPPORT REACTIONS ILES): CASE B E A R I N G N U M B E R 1 2 1 8098 4143 2 6146 4414 3 5498 1543 MIN BEARING SIZES (IN-SX) - -- ---- 3-10 2- 0 �0.EoARC,#f 14.00 _ _._�41 M R 1 13.500 Y t/Q HCl { CROSS SECTION MAXIMUM DEFLECTIONS s 3- 6- 0 CALCULATED ALLOWABLE LIVE LOAD -0.09" 0.20" ---- ------ --- 10-10- 0 !DEAD LOAD 0.08" ___ _14_ 4_ TOTAL LOAD 0.14" 0.53" Hentlllrp 8 Ereclbn Miscellaneous Inlwmelbn Gerrg-Lem LVL and LPI Jolat SpeciBcelions _Y. _ Louisiana-Pacific CorP. SOCA Temporary and permanent bundle to sunning c Nnea 1MuwaMi.wmperenl shell bepecfied by 8n designer a -support and anmctluns far Gang tam LVL and LPI JOMa b be w Ific Engineered Wood Products plumband b mie4rp lateral bFas shall be aespned Iecannete aheame.ONalnall lM neessary Me compsarce epPlicabone. andinstallMbyoyrys.NOlmaf en tin WaPPlbdb epprealaM Mabuctbns hon the deslpuera a in.mmPuRe 'Common nalk drirsron mrauW bglue linea a hall as P. da minimuma4"M - Necampwentenbl ager aM Ne hamlrH and obakang abaMra lostaft vairq Nin component 8tlro deagn oimaa loaanes'tam 2706 Higiuney 421 Norlh an comoenad.At no dobe ands Was greater Nan design fiselabpe does rat mese local bulling make rwaremenb,do -Do no en,rroRh.dal defter Gan,Earn LVL and IPI Jokk except Wilmington,NC 28401 beds Wawlkdk Na canpwent obtuse Nis deekn.Amen Watlrw4ng kelgnetla�sealed as Shaun In published anaaal fom Louisiana Pecon CApany use Local (910)762-9878 Lwkisoa-Pant cap ieepproiw only Ns stahaal design of Gaw.Lam LVL and LPI Joista m j b Me hinds Tet loon hereon. Nelbnel Wel. (800)9999105 Daige,CNd.Ra of Ns one,~on Ne Week a data invaded by Ne anbamer oweses any gnness wan"a Ne poduct and Lnn4oana.P.65 all shoed en Nia tlrawirq. G.nPLam LVLand LPNoiek Corp.afsWims en implieswmaies incluakiw NelmPlM wanerisesd DWG # The ae.mnaw manami speduea aro in a.babefl.1 are made wnhora caralwam„;n denaa under loed,.wm In merchanmliliy.rrd ft..has peninularu9e. maamM vMM1 Mro Nkn mnaiarad NOS all ARC direct mm.a ells amprek..at W PaaClaa as ra9pirad by coat. •o..a waeen.,:bon lrrauaes.dius4n.mkaorfo new. mrNnuan NkN su'pud he ssumea(.11,Bob,Wam.ab.) -_ _.._— SHEET 2 PLY 14" LVL 24,. 20„ 0 4FLOOR JO15T N 9- 3"� STEEL POST 6"X6" STEEL 6A5E PLATE 6" 4" CONCRETE FLOOR 5UFFIGIENT TO CARRY FLOOR LOAD OF COLUMN FOUNDATION ALYWAKD KE51 DENG �EµED ARc y,r.� L ? f 0723 ��w' 03/17/2003 12:36 770-785-6188-170 TIMBER PRODUCTS INSP PACE 02 1 IMSER PROOM" INSPECTION ' CERTIFICATE OF APPROVAL LOG-GRADE MARKING FACILITY TIMBER PRODUCTS INSPECTION, INC. certifies that as of the date of JANUARY 26, 2001 BIN LOG HOMES of EANCOCK, NY is a current subscriber to TP's Log Grade Marking Program, and as am approved facility in good standing, is licensed to apply the TP grade-Mark to structural logs in accordance with contractural quality control procedures and the TP, November, 1987 specification (or latest edition) , which have been formulated using the standard ASTM D-3957-80, "Establishing Stress Grades for Structural Members Used in Log Buildings" . The grading performance is routinely monitored by TP representatives. As of the above date, this facility is approved to grade and grade- mark the following species and grades. SPECIES GRADES EASTERN WHITS PINE SELECT WL-40 WL-53 WESTERN RBD CEDAR WL-40 Material manufactured and graded under this program shall bear the appropriate TP grade stamp in legible form or be accompanied by an official TP log grade certificate. Approved bys TX MRR PRODUCTS INSPECTION, INC. Mark S. Hong P.E. Director of Engineering �(Name) (Title) 1/26/01 (Signature) (Date) P.O.Box 919 • 1641 Sigmen Road • Conyers,Georgia 30012 • 770/9224MM • FAX:770/922.1290 105 S.E. 124th Avenue 9 Var=uver,WA 98684 • 360/44"138 • FAX:360/449-3953 N l7 a. a CERTIFICATE OF APPROVAL LOG-GRADE MARKING FACILITY' TIMBER PRODUCTS INSPECTION, INC. certkies that AS OF March 1T. 2_003. a i " BEAVER MOUNTAIN LOG HOMES OF HANCOCK, NY N I & Is a current subscriber to TP`*Log Grade Marking Program, and Is licensed to apply the TP grade nark to I' sbucbrral logs in accordance with the TP Log Home Grading Rules. The grading performance is routinely L monitored by TP representatives. f f ~ Thle fadlky is approved to grade end gradeawk the following species and grades. I i S�CIESGMDE$ EASTERN WHITE PINE WL-M. SELECT, 1NL�63 m WESTERN RED CEDAR Wt.-40,SELECT r Material manufactured and graded under this program shah bear the appropriate TP grade stamp in legible ' form or be acconpsnisd by an official TP log grade cefWl uta. W TIMBER PRODUCTS INSPECTION INC. Marl 8 How P.E. Director of Engineering Imo) ') zoos -qqpr NEW "Now m (Si�tuel (Date) m I 0 N r m TECHNICAL ASSISTANCE JOB REPORT , � ,� , �R TA. DATE: 102. lYl7' 1� DELIVERY DATE: C/(-20./0z- Log 2e 0Log&Cedar Homes 1740 County Highway 48, DEPOSIT, NY 13754 Administrative Office Phone #: (607) 467-2758 Fax#: (607) 467-2710 Toll Free#: 1-888-857-2158 PURCHASER: 7ext-ut Al li1AIt,4 BUILDER: Owe'*-V cob%$fi. SITE ADDRESS: , x rt1, 7I, . i>J t-! ADDRESS: 119S A me- LZ- PHONE: G37 '� G 5 '.�.�� _ PHONE: C, 01,Je% [ ] Review detail drawings; (log layout) assembly drawings, material lists. j/2. Check first floor system: Size; level; double box header. (-Vr3. Layout Log "A" row- Snap chalk line on subfloor. 44 Caulk all log rows, log corners, butt joints, tongue & grooves and bucks. [� Install bucks with splines and temporary 211x4" spreaders. V 6. Carefully tighten log corners &joints with pullers & come-a-long — Don't over tighteniSafety first. [V?7. Level, square and check overall dimensions on every wall and log row. [r/r 8. Carefully lag logs in place with min. 1/4" countersink below log surface —Safe operation of drill. [vj 9. Install leg butt joint and corner splines. [' . Review drilling log rows for required electrical wiring — Safe operation of drill. ( Attach foam gasket tape to log tongues. [ 12. Review the space over window and door bucks for pine trim. (Vf1 Review the 2nd floor support beam and floor joist assembly. T M[ . Purchaser is responsible for safe working conditions/procedures. 15. Purchaser/Builder shall notify B.M.L.H. office with questions or problems BEFORE attempting any solution at our direct customer service number— 1-888-857-2158, Monday - Friday, 8am - 4:30pm. ----------=----------------------------------------------------------- ---------------------------------------------------------------------- Beaver Mountain Log Homes, Inc. will refund the below deposit upon the return of these items, in good conditiowithin 90 days. ( air of pullers with chains.............................. .................................... @ $140.00 = $�/i rf [ Come - along ................................................. @ $ 60.00 = $ /O ec Paid b Check Cash ..... v . ...... T Y [1/f [ j (,: �� a�...C�.�.............Total Deposit = $ ��C='o ---------------------------------------------------------------------------------- ---------------------- -------------------------------------------------------- [vj Neaver Mountain Job Sign wsletters for handout info Builder Friendly Suggestions: z� lr � Arrival time at site: -! Time Completed: Log Rows Completed: Field Representitive Date PurchasedBuilder Date BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: _/ /02 ,( DATE REVIEWED: -1-/-/02 APPLICANT: �,��„Ar L ��Ik�b DATE4SUBMITTED: 7/4_/02 SCTM# DISTRICT: 1_000, SECT'I'ON: BLOCK: � LOT: _2A__ STREET ADDRESS: I'tng MAiN VUIExI CITY: SUBDIVISION: PROJECT DESCRIPTION: it ESTIMATED PROJECT COST: ARCHITECT/ ENGINEER: FAST TRACK? _A)o SINGLE & SEPARATE CERTIFICATION-REQUIRED? IJO NOTES: _— LOTS 40,000SF-100-24.Lot recon/tion(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25. Merger (A nonconforming at any time atter 7/1/8. ZONING DISTRICT: Ac- CONFORMING? Xo REQ. LOT SIZE: JiGt—ACT. LOT SIZE:'�}�'?►�_REQ. LOT COV. O% ACT. LOT COV. REQ. FRONT C25- PROP. FRONT ±3e REQ SIDEo?%ACT. SIDE c;k>'/_3Ss-1 REQ. REAR )5' PROP. REAR 191 ,'J WATER FRONT? Ak DESCRIPTION: �/EqQ u4rn;"A 'b s / PANEL FLOOD ZONE: ( E zA,Ca9,4 .44a ,. Poe APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: 67�br NO, (BED #): 'I-DTE: / /z/ e i PERMIT #:R10- or -cKDf-a TOWN SEPTIC RECEIPT:®or N NEW YORK STATE DEC: PRE-DEC 9/1/75 )(9 or NO &4, Rw- SOUTHOLD TOWN TRUSTEES: mor NO Yr a, j - *saaj TOWN ZONING BOARD APPROVAL: YES or W TOWN PLAN. BOARD APPROVAL: YES or& TOWN HISTORICAL PRE (SPLIA): YES or® NYS ENERGY: ®OR NO :"t 160 / EGRESS (18 H min.? 4 sq total) /VENT (SQ FT. x 4%) LIGHT(SQ. FT. x 8%) ✓ BUILDING PERMITS OPEN/EXPIRED: BP 10 /C/0 Z- HAVE PRE CO'S : Y OR N BP -Z/ C/o Z- NOTES: FEE STRUCTURE: FOUNDATION: w04 SF FIRST FLOOR: I . V-60 SF n'LA0 SECOND FL OR: SF ` (;RePrme*--'!OTHER: SF+---i INTT OTHER TOTAL / TOTAL: SF FEE FEE FEE 1. ( !%C)4q SF) SO SF)=So4 _SF X +$ $ 2. (S6y SF)- 00 SF)= 36y SF X $.30 =$ 104.20 +$ �� +$ _ $ 8�I•ZO 1- Tbw1 f '- BEAVER MOUNTAIN LOG HOMES, INC. RR 1 BOX 16A HANCOCK, NEW YORK 13783 607-467-2700 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 6 ENERGY COMPLIANCE FORM BUILDING DESIGN BY TH ING BUILDING ADDRESS: THE AYLWARD RESIDENCE t SUFFOLK COUNTY o A. DESIGN CONDITIONS: goo 1. Heating Degree Days = 6000 (table 2-1 NYS 2. Winter Design Dry-Bulb Temperature = +10F (table 2-1 NYSECCC) 3. Summer Design Dry-Bulb Temperature = +87 F (table 2-1 NYSECCC) 4. Indoor Heating Design Temperature = +72 F (72 F MA)) 5. Heating Type = NON-ELECTRIC D. SUMMARY OF THERMAL RATING THERMAL TABLE AREA U-VALUE RATING USED 1. Net Walls Wall Area#1 939.8 0.096 59 Table 6-1 Wall Area#2 0.0 0 Gables 570.5 0.046 66 Table 6-1 Dormers 272.5 0.046 33 Table ett 2. Glazing Windows 292.4 0.32 -53 Table 6-1 Roof Windows 0.0 3. Doors 22.2 0.49 -11 Table 6-1 4. Roof/Ceiling Roof Area #1 1088.0 0.034 17 Table eta Roof Area #2 0.0 5. Floors 0.0 0 Table 6.3 6. Foundation Walls Wall Perimeter 140 0 Exposure Above Grd 2 Feet Wall U-Value Depth of Wall To Footing 0.059 49 Table 6-5 Below Grade 7. Slab Insulation Slab Perimeter N.A. Feet Insulation R-Value R-14 TOTAL THERMAL RATING = 160 Since the Total Thermal Rating of the building envelope is Zero or Greateras prescribed by Part 6 Section 7815 of the NYSECCC, March 1991, and all other conditions are meet per Part 6 of the NYSECCC by owner/contractor the residence is in Compliance with the New York Energy Conservation ______ ______ ______= GENERAL INFORMATION 30 -feet- HOUSE WIDTH 40 -feet- HOUSE LENGTH 140 -feet- EXTERIOR WALL PERIMETER 8.1 -feet- WALL HEIGHT 2 code- GABLE STYLE(1=Std;2=3pc;3=Gambrel;4=Saltbox) 12 -rise- ROOF PITCH(--RISE/12-RUN) 16 -feet- RAFTER LENGTH 34 -feet- RIDGE LENGTH 2 code- ROOF STYLE(1=Ranch;2=Cape;3=Gambrel;4=Saltbox) 26 -feet- DORMER LENGTH 1 -code- HEATING TYPE(1=Non-Electic;2=Electric) WALL AREA#1 WALL AREA#2 1135.4 -SQFT- WALL AREA#1 GROSS I -SQFT- WALL AREA#2 GROSS 173.4 -SQFT- GLAZING AREA i 0 -SQFT- GLAZING AREA 22.2 -SQFT- DOOR AREA I 0 SQFT- DOOR AREA I 939.8 -SOFT-WALL AREA#1 NET I 0 SQFT- WALL AREA#2 NET 9 -CODE (1=b&b;2=21og;3=ced;4=41 logl -CODE (1=b&b;2=21og;3=ced; 6=61og;9=91og;11=11log)I 4=41og;5=shk;9=91og;11=11log) GABLE AREA I DORMER AREA 675.0 -SQFT- GABLE AREA GROSS I 287 SQFT- DORMER AREA GROSS 104.5 -SOFT- GLAZING AREA 1 14.456 -SQFT- GLAZING AREA I 570.5 -SQFT-GABLE AREA NET 1 272.54 -SQFT- DORMER AREA NET 2 -CODE (1=b&b;2=21og;3=cedar; 1 -CODE (1=b&b;2=21og;3=cedar; 4=41og;5=shakes) 1 4=41og;5=shakes) ROOF AREA#1 1 GLAZING AREA 1068.0 -SQFT- ROOF AREA GROSS 1 173.37 -SQFT- GLAZING WALL AREA#1 0.0 -SQFT- GLAZING AREA 1 0 -SQFT- GLAZING WALL AREA#2 1 104.55 -SQFT- GLAZING GABLES 1088.0 -SQFT- ROOF AREA NET 1 14.456 -SQFT- GLAZING DORMER ROOF AREA#2 1 -SQFT- ROOF AREA GROSS 1 292.38 -SQFT- GLAZING AREA TOTAL GLAZING-WALL AREA#1 I DOORS-WALL AREA#1(1=WD;2=ST 1 QTY. CODE WIDTH LENGT SQFT I QTY. CODE WIDTH LENGTH SQF 2 TW28 46 34.13 57.25 27.13 1 1 59 44 38.50 83.00 22.19 2 TW30 46 38.13 57.25 30.31 1 0.00 2 TW28 310 34.13 49.25 23.34 I 0.00 1 CN2 3 41.25 36.50 10.46 I - 1 FWH60 68 72.00 80.00 40.00 1 TOTAL SQ FT= 22.19 1 C1 3 24.63 36.50 6.24 I DOORS-WALL AREA#2 1 AN3 1 72.00 21.00 10.50 1 30-C1 45-30 69.13 52.88 25.38 i 0.00 0.00 1 0.00 0.00 1 0.00 1 0.00 TOTAL SQ FT= 173.37 1 TOTAL SQ FT= 0.00 GLAZING-GABLES 1 GLAZING-DORMER QTY. CODE WIDTH LENGT SOFT 1 QTY. CODE WIDTH LENGTH SQF 1 TW30 32 38.13 60.88 16.12 1 1 CTN28 TW283 34.13 61.00 14.46 1 TW30 46 38.13 57.25 15.16 1 0.00 1 FWH60 68 72.00 80.00 40.00 1 0.00 1 ET 6 17.38 72.00 8.69 1 0.00 2 SF CXW4 36.50 48.50 24.59 1 0.00 0.00 1 - TOTAL SQ FT= 104.55 1 TOTAL SQ FT= 14.46 GLAZING-ROOF 1 GLAZING-WALL AREA#2 QTY. CODE WIDTH LENGT SOFT 1 QTY. CODE WIDTH LENGTH SOF 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 1 0.00 TOTAL SQ FT= 0.00 1 I TOTAL SQ FT= 0.00 Energy Code Worksheet Envelope Design Data 10 x 8 Log (White Pine) Construction R. Value Components Int. Air Film 0.68 10 x 8 R. R. Log 9. 60 Ext. Air Film 0. 17 R. Total 10.45 u W = 11 = 0.096 0.45 JPL 3/99 Energy Code Worksheet Envelope Design Data 2x6 STUDWALL W/ 3 " Log Siding R. Value Construction R. Value (insulated area) Components (framed area) 0.68 Int. Air Film 0.68 Y 0.94 T&G Pine 0.94 19 .00 F.G. Insulation 2x6 Studding 6.88 0.62 1 /2" Plywood 0. 62 f 0. 15 House Wrap 0. 15 1 .95 3" Log Siding 1 .95 0. 17 Ext. Air Film 0. 17 R 23.51 R. Total 11 .39 uavg. wall — Insulated Fraction* + Framed Fraction* R — Total Insulated R — Total Framed uavg. wall = .93 23.51 + 1 1039 0.046 Wall Stud Spacing 12 0.C. 16" O.0 24" 0.0 Insulated Fraction .87 .90 .93 Framed Fraction . 13 . 10 .07 ion x /nn Energy Code Worksheet Envelope Design Data Roof/Ceiling (vented) R. Value Construction R. Value (insulated area) Components (framed area) 0.68 Int. Air Film 0. 68 � — 30.00 9 1 /2 Batt. Insul . 2 x 12 Rafter 14.06 -- -- 0. 94 1 x 6 T. G. Pine 0.94 0. 17 Ext. Air Film J. 17 — 31 . 79 1 R. Total 15.85 uavg. roof = Insulated Fraction* + Framed Fraction* R — Total Insulated R — Total Framed uavg . roof = . 93 + . 07 _ 0.034 31 . 79 15.85 Roof Joist Spacing= 2" O . C. 16" O.0 24" 0.0 Insulated Fraction .8 7 .90 .93 Framed Fraction E . 13 . 10 .07 RL 1/97 Energy Code Worksheet Envelope Design Data Basement / Cellar Wall Construction R. Value Components Int. Air Film 0.68 10" Conc. Block 2.00 2" Rigid Insulation 14.00 Ext. Air Film 0. 17 R. Total 16.85 u W = 11 6.85 = 0.059 (Depth Below Grade = 72") JPL 12/96 BEAVER MOUNTAIN LOG HOMES, INC. RR 1 BOX 32 HANCOCK, NEW YORK 13783 607-467-2700 NEW YORK STATE ENERGY CONSTRUCTION CODE PART 6 ENERGY COMPLIANCE BUILDING DESIGN NOTES HEATING SYSTEMS: -Gas Fired - Forced Hot Air Boiler Efficiency: > 78 % AFUE 80% AFUE -Oil Fired - Forced Hot Air Boiler Efficiency: > 78 % AFUE 80% AFUE - Ductwork outside conditioned space shall have a minimum of 1" of insulation - All ductwork outside conditioned space to be sealed with adhesives, sealants, gaskets, tape systems, or any combination thereof. -A minimum thickness of 1-1/2" insulation shall be provided on any heating distribution piping located outside a conditioned space. THERMOSTAT: - Each dwelling shall have at least(1) thermostat capable of automatically adjusting space temperature. -Thermostat must have a maximum lower adjust of 45 ° F and a maximum upper adjust of 85 ° F. - Each zone shall be provided with an automatic or manual thermostat. INSULATION: -Continuous insulation at plate lines, sill lines, band joist, and corners. VAPOR BARRIER: - All building envelope components which are capable of absorbing or taking up and holding moisture shall be protected by a vapor barrier located on the warm side of the insulation. AIR INFILTRATION: -Windows shall have a maximum air infitration rate of.37 cfm per linear foot of sash crack. - Doors shall have a maximum air infiltration rate of .5 cfm per square foot of door area. -All joints and openings of building enveloope including those around window and door frames, between walls & roof/ceilings, between walls & floors or foundations, betweens wall panels, utility service penetrations, and between dissimilar materials shall be caulked, gasketed, weatherstripped, or otherwise sealed. -An air infiltration barrier shall be installed whenever a ventilated siding material of siding installation technique uses loose fitting application. ELECTRICAL SYSTEM: - Each dwelling shall be provided with a seperate electrical meter. WATER HEATING SYSTEM: - Minimum performance: Electric > .93 - .00132v Gas fired > .62- .0019v Oil fired > .59 - .0019v (v = Volume capacity of the water heater) - A seperate switch /valve shall be provided to permit turning off energy to the hot water heater. - A minimum thickness of 3/4" insulation on any service water distribution greater than 3/4" in diameter. FIREPLACES: -All fireplace units shall have infiltration losses with the damper in the closed postion not to exceed 20 cfm at 0.3 inches water gauge. If damper does not close tight, a tight fitting non-combustable fireplace door must be used. - All fireplace units shall be provided with a source of combustion air, ducted from the outdoors, of sufficient quantity to support combustion. This source shall be equipped with a damper capable of being fully closed. - No device installed in a fireplace that uses a gaseous fuel for its operation shall be equipped with a continuously operated standing pilot light. Albert J. Krupski, President / Town Hall James King,Vice-President SpfFO�,�c 53095 Route 25 Artie Foster �o �/i P.O.Box 1179 Ken Poliwoda = Southold, New York 11971-0959 Peggy A. Dickerson w Z Telephone (631) 765-1892 Fax (631) 765-1366 Erol � dao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 25, 2002 Mr. William J. Aylward 258 Community Dr. Smithtown, NY 11787 RE: 14395 Main Bayview Rd., Southold SCTM#89-1-3.1 Dear Mr. Aylward: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 24, 2002: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5329 to move the house closer to the wetlands and garage relocated in the rear yard, all as depicted on survey dated July 9, 1991 and last revised January 29, 2002. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. //Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims Board Of Southold Town Trustees r,h SOUTHOLD, NEW YORK W. Q PERMIT NO. _ _ ... .../ DATE: ...May 24, 2001 ISSUED TO ........... ...._ .WTLTTAM..k...: AYY.W�ib':.`{�oxir-aet 4zei4dee) � ,�lU#�Itxt�Mftplt ., Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the ' State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS , IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;•...': and in accordance with the Resolution of The Board adopted at a meeting held on ..May 24, 2001 200 00 ......, and in consideration of the sum of $ ...... paid b William...7.....Aylward......................... ................ ..................._.............................. of .94et.er....B.ay.>_.................................................. N. Y. and, subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s Wetland Permit to construct a: dwelling, cesspool and septic tank, impervious driveway, 24x24 detached garage, drywells and related necessary activities to construct. No fill to be brought in and a row of liaybales at h0 all in accordance with the detailed specifications as presenieCT i15i the originating application. foot buffer to be left therea e tl3 t he di tur buff IN WITNESS WHEREOF, T,e sai� Boartnof'"hrusfeles WA- by causes ifs Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. O � � ♦ ��1� Trustees } `\ Y �iI LY1T �(T'F YY btu 144 • •Y T. New York State Department of Environmental Conservation Ask of Environmental Permits, Region One Building 40- SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 10111111111110_ Website: www.dec.state.ny.us Erin M.Crotty Commissioner AMENDMENT TO PERMIT April 12 , 2002 William J Aylward 258 Community Drive Smithtown, NY 11787 Re: 1-4738-00406/00003 South Bayview Ave,Southold SCTM # 1000-89-01-3.1 Dear Mr Aylward, Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR Part 621 . It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions . Therefore, the permit has been modified to authorize: Reconfig a wel ing in accordance with plans by John Metzger, last revisio 1/29/2002, d stamped NYSDEC approved on April 12, 2002. This 1 tter is amendment to the original permit and, as such, shall be availab e job site whenever authorized work is in progress . All other terms and conditions remain as written in the original permit. Very tly amours, Roger Ey#ns Permit Aaministrator cc: file "Habitat" NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00406/00003 August 1 2001 FACILITY/PROGRAM NUMBER(S) P E RM I T EXPIRATION DATE(S) Under the Environmental Conservation Law August 31, 2006 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPIES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ■ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ❑ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER William Aylward (516) 922-0919 ADDRESS OF PERMITTEE 100 Anstice Street Oyster Bay, NY 11771 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Document Service Consulting P.O. Box 743 Mattituck NY 11952 (631) NAME AND ADDRESS OF PROJECT/FACILITY Aylward property, South Bayview Road Southold LOCATION OF PROJECT/FACILITY SCTM #1000-89-01-3.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold SO-40 DESCRIPTION OF AUTHORIZED ACTIVITY: Construction of a two story single family dwelling with septic system, driveway and detached garage. A 50 foot wide buffer of undisturbed natural vegetation will remain between the wetland the limit of clearing,grading and ground disturbance. All work must be done in accordance with the attached plans stamped NYSDEC approved on August 1,2001. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Ro er Evans SVA Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 August 1, 2001 u ' 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: zt- � DATE INSPECTO �" M-1802 BUILDING DEPT. SPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �S DATE S E 765-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY RE ARKS: . DATE -Z l3 a3 INSPECTOR i 33 M-M2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ]=UTIOiNG6 [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ J FIREPLACE A CHIMNEY REMARKS: Q ` <, DATE INSPECT0 M-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING INAL [ J FIREPLACE & CHIMNEY REMARKS: x) /lice- °r '� � ��1M�j � C7Y;��s:.L-'.ti,cs+ � tom✓ 7u.�8rr ._.. DATE a INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH LOG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING FINAL [ ] FIREPL E NE REMARKS DATE INSPE R TERMS and CONDITIONS The permittee WILLIAM J. AYT.WARn (1014%raEtWeiqelee) residing at MY, as Part-of the consideration for the issuance of the Peanit understand and prescribe to the fol- lowing: t. That the said Board of Trustee and the Town of Southold ane released from any and all damages, or claims for damages, of suits arising directly or Indirectly as a result of any open- atioa performed pursuant to this pertok and the said Permittee will, at his or her ow n expense, defend any and all such suits-inidated by third partes, and the said Permittee assumes fall liability with respect thereto, to the complete'esdnton of the Board of Trustee of the Tom of Southold 2. That this Permit is valid for a period of :2A mos, which Is considered to be the estimated time'required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later dame. 9. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to Imaintain the Structure or project involved, to provide evidence to anyone concerned that amh- oriaaton was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or In agents, and non-compliance with,the provisions of the originating applicadca, may be cause for revocation of this Permit by resolution of the said Board 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. Thu there shall be no interference with the right of the public to pass and repast along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the.removal and/or alterations ized, . In the location of the work herein authoror if, is the opinion of the Board of Trustees, the. work shall cause unreasonable obsttucnon to free navigadoo, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town Of Southold S. That the said Board will be notified by the Permittee of the completion_of the work with- othed 9. That the Permittee will obtain all other permits and consentf that may be requited sup- plemental to dmis permit which may be subject to revoke upon failure to obtain same. FOUNDATION (IST) MT:� � �1. pl' FOUNDATION i E�m � , .r_I _ Or _ � � �� - i y. .r .•moi � iINSULATION PER N.Y. _�_,t _.. STATE ENERGY CODE iii.. ✓�-� ✓ moi. /sig .�r�r�� illillillillillf _ s s TONVINT OF SOL THOLD BUILDING PERMIT APPLICATION CHECKI BUILDING DEPARTMENT Do you have or need the follo� before appl, TOWN HALL Board offlealth �d SOUTHOLD, NY 11971 3 sets of B ding Plans s v TEL: 765-1802Sury e5 PERNUT NO. Check Septic Form N.Y.S.D.E.C. S Trustees 5 Examined 20^ Contact; 1"J/ -T 494-, J,c2 Approved 20 Mail to:�s9 eo.w.,,�.�r �R. i Disapproved alc $,y,Thr04.J64 1V .Phone:1-3;/- o?bs= 1Z3 Building Inspector LFE—B 20(Z } APPLICATION FOR BUILDING PERMIToc --� Date 2002 TD'S U` r"at A INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupam is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ' a corporation) a�5'Sf �/N/Y/CENi7Z �>? Siri.Yhro�J�7 i✓j /1171?7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r17ee7N�i' Name of owner of premises (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.Te Jr JiTeFAiNo Plumbers License No.7-o -,36 Electricians License No-.7v fn Other Trade's License No.7v />e >e�.H vcrd 1. Location of land on which proposed work will be done: /y3 ¢s /y/a ✓ /?i s ui��J 9vt S�ur�d�� N_y //9z/ House Number Street Hamlet County Tax Map No. 1000 Section Ott,00 Block 0/•00 Lot o o 3 .00/ Subdivision Filed Map No. Lot (Name) L State existing usb and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy �qc A ✓i zo o xTy b. Intended use and occupancy. /Pi ma P y `Jw /�vq �i,✓ t-�i,ii/s �r'si�� t 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 1. Estimated Cost X50,007 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 491i/a- Number of dwelling units on each floor If garage, number of cars �? CA/zS 5. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front « FteafA 's Depth Height Number of Stories 8. Dimensions of entire new construction: Front 30T Rear 50Depth yor Height a3- Number of Stories o2 9. Size of lot: Front I/oo ' Rear 37Y,101 Depth 200 10. Date of Purchase 9-J i-o/ Name of Former Owner f�Ozci✓e e- Ag-,44.,?,/ 11. Zone or use district in which premises are situated F�ic�Pn,iiaL 12. Does proposed construction violate any zoning law, ordinance or regulation: 1vo 13. Will lot be re-graded yes Will excess fill be removed from premises: YES CN A ,,rr� o?S�COn9ma.✓i�rj 1�1. 14. Names of Owner of premises//l/��ni J.A i,/A A'ddressS,n rhnreJ hone No4Ls -1Gs -x,373 Name of Architect$e, e/_/ylasN7a:N L,2� </om e- Address it,a A4,,e tC hone No 607 Name of Contractor Address Phone No: 15. Is this property within 100 feet of a tidal wetland? *YES ✓ NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: -OUNTY OFA„ � m % �wa being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, S)He is the (Vwi✓C iC (Contractor, Agent, Corporate Officer, etc.) >f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will'be >erformed in the manner set forth in the application filed therewith. 3wom to�fore me this day of c=s t 20 0 No b c igoa of Applicant ALICE 1 KRAMER NOTARY PUBLIC, State of New YoO Residing in Suffolk County No. 52-4822133 My Commission Expires 14 1E f3 ,q_14LI 5-r. IE 12.1 IE 1.6 S I l.R. IE 11.8 /0 N arw2fer n' _ sa, a PS+ CROSS SSC 7 ON - SEPTIC SYSTEM ANY AL TERA TION OR ADDITION TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. tL• • 2 L4 EXCEPT AS PER SECT/ON 7209 - SUSDIVISION 2. ALL CERTIFICATIONS % �� f 1 M. y`"• Nl SREON ARE VALV FOR TMS MAP AND COPIES OF ONL Y IF AID MAP OR COPIES BEAR THE WRESSED SEAL OFETHE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' O r, MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY / , �4r \J �• O •BHOOF �T,R TV-DALE• ARE NOT IN COQ ANCE rTEWIITH CTHE LAW 9. y� ` " A ��re• > 2 © / A �''' 0CON TOUR LINES ARE REFERENCED O KG.V.AND ELEVA CONTOUR LINES AND T. S c f 1 QrQ fz a Q %/4, �« , o SUFFOLK COUNTY DEPARTMENT OF MEALTl1 SERVICES 49�/4� 46 / oo PLRINT FOR APPROVAL OF CONSTRUCTION FOR A %� • / / -„ti ` SUML9 FAMar RESIOiNCi ONLY eQ x/ 0 O i�$ s//n9 `e7„• DATE (� b 1 FL .Rt► a /�_ a - O( - 0�(, lw Id-t. x® P-j'P•,� 11 a ��c� Is,s O RYNRES ri11iC8 i L/iitr T +� ,r 8L}OR PP 46 JL AREA = 77719 sq. ft 66' + �jr, J �'� �Q SURVEY OF {"© r _ m ��-�'� • cy L O TS 153154 155, & 156 TIFIEDTOr `AC4M �Oq\' sys/ "CEDAR BEACH PARK " AGO TITLE INSURANCE COMPANY r Bn, rJo• Fl® DEM6M 24 W27 AW NO 80 O TOWNBOF SOUTHOLD Tesl Boring x./9/0/ 2-v0P,1 SUFFOLK COUNTY, N_Y'. - A& f//!o he hrovfhf /n o' e!1. Of NEW The wester supply and sewage pe OL 1000 - 89 - 01 - 3.1 YO systems for h*residence � c�aorm / Draw L St,Oa�t. ME1r`�Q9f to Me standards•of The Suffolk CountySCALE 1”= 50' -cow JULY 9, 1991 Department of HeaV* Services. 31 grown SAY send VSNO 4MMaw ro OCT. 9,1991 (Weda►1ds revised) MBbS FEB. 16, 2001 ( wetlands revised, contour lines 1 VE C /ar ° FCo�d Zones x p4b or. MAR. 21,2001 (ADDITIONS) 45 76.5 - 1797 �h corm APRIL 13, 2001 ( revisionox sw J RAVEL T s/1F/ft.(rs,r .,.} The locathm of wrds and cesspools shown hersoln are hvm Wd ,Ar]In Al 1071 obserwfions and on.bom dela obtawud from o wa -- -- - - - TI E19le" ---- _—__--_—If 124 9d I.6.12.1 I e•� s� , �- el : bit j ` J CO - �r.wCL�C r _8 3'lnrn B'A,n s 6B R s CROSS SECTION - SEPTIC SYSTEM . • p 4 -INY ALTERATION OR ADDITION TO SURVEY /S A VIOLATION 2p•F OF SECTION 7209 OF THE NF YORK STA TE EDUCA TION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CER TIF/CA TIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR IL m.J 9�e�' o� WHOSE SIGNA TURE APPEARS HEREON. �0�" 9 4Qr. A�-9 �'9. of y^ ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY" Q a77 s� 6�Pet �-7�Q MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S NAP. TERMS SUCH AS 'INSPECTED' AND "8r'000H - TU DA IE" ARE NOT IN COMPLIANCE MYTH THE LAW. OT •fit/ � �- '� A .9 0 ^�� { / ,3• aS � �/ c P neo ;0 3 CONTOUR LIN ARE ES AND ELEVATIONS ,�O r u /�• /?, ! v ��• \ REFERENCED TO N.G.V.D. Z i /,�. f,?,3• to 'A y \ SUFFOLK COUNTY 0EPAitTMENT OF HEALTH SERVICES }m e w g v? 11 1'6 / 00 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 14 4l` o Ip o_ �4� 'a• f / /• �O SINGLE FAMILY RESIDENCE ONLY 1 -z �O E N 6B• I o Q 12 ` Y , `ex'SVv'79 /y DATE l b - I — 1117 APPRovio ` �1O 4e. r ( 4 6Qs 19i Or 8tDR00MS V O ��` ,C � ' /?• ' `mac 's s Ex�RES i riRLe:L*,:ri;: ;:RL+� '• '}r APPyyAL � t a *4' TF 6 ibD f -- w / Ilr� c° �'''(d + l�-k�. ; Tc� ��E \ ^C �o R '� "�,f �,�o�o o� SURVEY OF �'�° AREA = 77719 sq. ft. 66, w.oF� 154 155 & 156 � � a LOTS 153 , IMAP OF 'QO �° o-' �� • s'a " CEDAR BEACH PARK " CER TlFIED TO ACANTo' G ��• �'�' sy�ie�i iso, FLED DECaeER 20, 1927 FLE NO. 90 CHICAGO TITLE INSURANCE COMP4NY VO ` . A T BA YVIEW ' - (� TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. Test Boring (1/910/ /Uo 1%7 O' -- ,Ind �\ !Dr. Brown Sandy 1000 _ 89 - 01 - 3,1 =: Loam OL _. pF NE{v The water supply and sewage disposal \ I' tF- - yp systems for this residence will conlorm Brown Loamy Silty SCALE: 1 = 50 +�z. MerlcF �'� to the standards of The Suffolk Count Sand SAI County \ 3• JUL Y9 1991 0+1& k. Department of Health Services. Brown sing sand ' Sw - - OCT. 9,1991 (we Elands revised) Pale Br. Flne to F $. NO. 48618 Coarse Sand SW a j EB. l6, 2001 f wetlands revised, contour lines J IO.2 0 od Zanc X / MAR. 21,2001 i ADGI TIONS) I�VE C water In Pale Br" - APRIL l3, 2001 ( revision 39 765 765 - i797 Fbe to Coarse A 0. BOX A 17' I• Sand SW 0i z prop e/Eva.f1 P '30 TRA VEL EET s��9/9z(��s�s+�•} The locations of wells and cesspools shown hereon are from field ?UTHOLD, N.Y. 11971 ��22/92(rey.s/on observations and or,from data obtained from others. PIP- = EDGE OF WETLANDS FLAG N. Y.S. DEC. 91-208 83332 /s s CC4 -----{/__ Ittp i f i a1 $rC TERAT/av -rASoctro stye J�. ' r Y sA47 AdAjo IIA40 fes' �vs Y°'Pk'S q�A V�q s�sJr�; Co 0 / o `^�/ Krso SEs�r �� ,VS2 Tpa�w d St T B oro � slAtr�`r AYo /d. �-' (r" \ . 0 GIYT 'R G(ggG T(1h A RE NP 'uCUCH/A TI'HCagAC `{ %'JJ /Q! C/Aaty NC£ wjIr fCl AMS EO• rHE LAW, . �ororouR y/ a �i g 1,� ARE w's ELEVq Tis CProK�v� dri/ rL <, r y 1Batd U'r Sq ft rss ;F,�. " S SAS �. 'VA P =AGO T/TLE fNSUf4 p G��, �+ { f r(0 0 ANCE C'OMPgNY `°�qyT r ` a{o ' /A�. cj S�pSE OF Nf� !of CovQr ©\ -\ �ou0. oHN t. Mir `d �'/cLkx'� e o 4JM. '� �V `V'/ [ p"S 153 Er . r�5o• ion Q, J O L. ,}` L4 Qom• \"./' S5 c:� 1S +�cwaler lPt a°° ewa9e d!s , �/ A ' .� tar d d G PAAW gp SO�p FAX g C � °PartniMl do y S rr 4'40 yt o !//J/p e 2.yo p r'DWNB �I%�w Ma a'► / z S r,�A vR r yes - r�9r SDYK Gqr STET g. X Lr L SW Ai kJ10r! My aloft - ea 7-1?e9'. loco!lons 0I �qA46 r„- 5 »°Is and cesspoWs /ae �we'r �w AC Yet X91 shown hereo H. b T -_J /r s b Zoe FEB. / g r�9r (we 8 X s, 000/ revi f� Y • -- _ aProp �avct f, ,,R APRIL /a20pj q�s 1 ,7-,O/VSContour lines / SCDHS. Re(. # RIO-01-00621913 el 14- S )E 126 I6+.9-1 If 11.8 /. i # if 11.8 P' N acam_ _ __,_r W4,146 ,I! 2T#i_ 3'n•� D'n1,., + i S 6(g• A y" TS — CROSS ?XW - SFP17C SYSTEM cyp. >; a -ANY AL rERA rION OR ADDITION TO SURVEY IS A VIOLATION Of' SECr/ON 7209 OF THE NEW YORK STATE EDUCATION LAW. �O c��v YA f '�✓ EXCEPT AS PER SECTAON 7209 - SUSOMSION 2. ALL CERTIFICATIONS 3„ HEREON ARE VALD FOR TMs AAP AAD COPIES THEREOF my IF SAID MAP OR COPIES BEAR THE •IPRESSED SEAL OF rHE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. AP � �-Sf c' ^ems n.,� •"f1' ADDITIONALLY r0 COMPLY WITH SAOLAW THE TERM ALTERED BY' Wr BE/ - � �'•` �" op 3 r OU•YQ OFSANUTHERESURV£Y(>r.S MAP TER D BY ANY AAC ALL V SUCCH ASEYOS r'INSPECTED' AND ��r ` 4� _ q• BROUGHT - rO - DATE" ARE NOT /N COM"LIANCE WITH THE LAW. (!icrt ? o' ��'O' `P F= EDGE OF WETLANDS FLAG N.Y-.5. DEC. r I O w y �' e • f�'• .t f1 rl 90 • 61 CONTOUR LINES AND ELEVATIONS �. Q A I Q q( �"-•�V 'r'acr.y, ARE REFERENCED TO ALG V.D. �Q� , /, \ CETIFIED TO, QO' ABN AMRO MORTGAGE GROUP INC. ABSTRACTS, INC, UNITED GENERAL TITLE INSURANCE CO. 20. I O(� C i co, �' "" I Q• Q r, 'L AREA = 77719 sq. ft. cs" F'v mer' Ct Qrd ,ti a rya •'� (`Q SURVEY OF LOT 153 A _ o ,: S154 155, 8& 156 k4 1 O \-'x opL�. �b(;1� . _ MAP O� �'� N �4Nr �Q o Q "CEDAR BEACH PARK " ry e. Laz< Covera e O FLED DECKER 24 1927 AM M7. 90 �Pm Of NEk y / A T BA YVIE'W S 0 T A1errQ ?� op/a.,a + Wetid„a� Z% 'tea TOWN OF SOUTHOLD ' `' Test Boring �./�/o/ 20"0 R .�. SUFFOLK COUNTY, MY k s a y * No f'// /o be br0uyhf .i/ \� o' -- - el;: , The water supply and sewage disposal \� aom a— 1000 - 89 - 01 - 8.1 o systems for this residence wNi conform °. SNy 4 bAs �� fo the slandards-of The Suffolk County \ 3 � �r SCALE 1"= 50" ZANp SU@ Department of Heallh Services. � sIry saa Al 9, 1991 F #V YS LIC. 4W18 4 OCT. 9,1991 (wetlands revised) Ol�$� (� �� to e, FEB. 16, 200/ ( wellands revised, contour lines 1 7a5-5m FAX (631J 765 - 1797 /QP w� * P418 Mr. Zones X MAR. 21, 2001 i 40017IONS) BOX 909 F7m /o Coese f, APRIL /3, 2001 ( revision ! `�• ver eo CTOCCT r t7'( Saw SW a/Drop e/eva,; , .n 4,0rd 17 2nd, revs��'r»1 The locations of welts and cesspools shown hereon arr from field JAN. 29, 26102 ( revlslon J nAvh.;A-d linin others. dtMAE 2, 2003 ,FINAL) Sept. i.D, 2iiG2 (foundationl ('C'17. ;6; .'CO2 (cerNlic0don J 792012 1, F®IJNDATI ®N NOT95 1 GONGKETE BLOCK, POURED GONGKETE, PKE55UKE 4 FOUNDATION DESIGN ASSUMES A UNIFORM 501L TREATED WOOD, PIER OR 5LAB FOUNDATION BEAKING CAPACITY OF 2,000 1_135/5F. BUILDER/ TO BE DETERMINED BY PURCHASER CONTRACTOR 15 KE5PON516LE TO VERIFY TH15 CONDITION AND GOMPEN5ATE FOOTING WIDTH FOR 2 BMLH NOT KE5P0N51BLE FOR FOUNDATION DESIGN, ANY DECREASE IN BEAKING CAPACITY MATERIALS AND WOKKMAN5HIP 5 BUILDER/CONTRACTOR 15 KE5PON51BLE FOK CON5TKUCTIDN DETAILS AND TO PROVIDE WORK PER 3 FOUNDATION WINDOWS, DOOK5, PAKTITION5 AND GENERALLY ACCEPTABLE TRADE PKACTIGE5 FINISHES NOT PROVIDED BY BMLH, UNLE55 OTHEKW15E SPECIFIED ON PUKCHA5E ORDER BUILDER/GONTKACTOK 6, ACGUKATE FOUNDATION DIMENSIONS AKE ESSENTIAL ®® e 1�,� TO VERIFY ALL SIZES AND LOGATION5 WITH PUKCHA5EK FOK PKE-GUT BUILDING TO FIT PROPERLY FRAMIN(I NDTEE5 I) GONTKAGTOK TO FIELD LAMINATE 40'-0" s 1/4" 6-0" (4) 2X12 AND 5TA66EK JOINTS OF 2X125 OVER 5UPPOKT P05T5 2'-2" 5'-4" 32'-6" A5 SHOWN BELOW 3" 5UPPOKT P05T 6ELOW I I I I I I I I I I 1 62X12 I I � 6X6 PT PORCH POST ON I I � -------- TOP OF HATCHED AREA TO BE 2X2'XI' LONG FOOTING -] -I' BELOW TOP OF HOUSE (BELOW FR05TLINEI I I TOP I I - FOUNDATION WALL -TYP OF 9 I I I I r : --12'-0' W-8 5/8' 8'-3 3/6 Ml 2X12 BUILT-UP BEAM 11 FIELD LAMINATE I/2 X 12" ANCHOR BOLT (TYP OF 3) I o (SEE FRAMING NOTE # ) - 1 I I 6'-0' OC MAX : o ITYP ALL AROUND) I I I L_I __ J I I I I I I I I - STEEL 105T ON 1 X1' CONCRETE -u : I FOOOO TING (TYP OF 31 II o Y I I I O I I I IIL 121 STEEL POST ON YX3'X2'J 1 I : I CONC FOOTING- TYP OF 2 n I (2) 1 3/4" X 14" LVL SUPPORT 6EAM5 INATE -FIELD LAATE : u1 -15' 5PAN ONLY I o BEAM POCKET : III 1 ITYP OF 6) L_I __Ji .N 1 N J J------------------------------------ 10" FOUNDATION WALL 'o ON 10" X 20" FOOTING FIREPLACE- FOOTING 51ZE, LOCATION: 1 : 15EE FOUNDATION NOTE) : + MATEKIAL5 BY PURCHASER tp I I I I I I I I I I I I I I I I L-------------------------- J I I I I I LI L _J L _J L _J ___ J 10'-0" 24'-0" 6,-0" 6' 0" 6 O" 56-O" FOUNDATION "'LAN 5r—ALE 1/4'' = 1' - 0" PLAN FOR. DATE REVISIONS BEAVER �-�- AYLWARD R MEMBER �.µF O. kCI m DESIGN. 2n \/30 CHALET W 10/02 FND UPDATED PEK BILCO DOOR � SEE GENERAL MOUNTA Y X `! ` `�` 24'X16' CAPE EXT NSION Hill NOTES SHEET " `=r ' •'? TITLE. LOG HOMES Log & Cedar Hom " ��`' C O U N C I L 1 OF 8 200 BEAVER MOUNTAIN DRIVE HANCOCK, N.Y. 13 y 10723 �~'� FOUNDATION PLAN JE 5W+ DWG ' DWG. (607) 467-2700 coaYRa1 01 - 325- 02L 4 OF ' 0 NotestiYfec r-70/,� 12 12 12 10[ 9 3/4s D Q4 O o 12 If lY 1 4� C p �\ o \ `^1 Ell\\ HUM WHOM fflfflfl 'w� __j UNDERWRITERS LER OFICAtt REQUIRED AJP/pp^RjeVED AS NOTED � 7� XB3 3�- OCCUPANCY OR &RA ��12g2 o Bv� FRON'Ir ELEVATION RIGHT ELEVATION USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENT AT scALE- 114" - f-o• WITHOUT CERTIFICATE 765.1602 9 AM TO 4 PM FOR TMS SCNLE= I/4' - f-0- OF v1rIe1ll'ser4i/( X94 FOLLOWING INSPECTIONS: L FOUNDATION - TWO RSGYIRER R POURED CONCRETE = p UGH - FRAMING IL MISSION 3 1 SULATION - - 4 F NAL - CONSTRUCTION MM R COMPLETE FOR C,O. v.CKJ _ 'I CONSTRUCTION SHALL OW PLUMBER CERT/F/ fON TH REQUIREMENTS OF THE N.K C) ON LEAD CONTENT BEFORE ST E CONSTRUCTION S ENERGIT CERT/F/GATE OF O Co ES. NOT RESFONSISLI FON - CC(AIVCY ON OR CONSTRUCTION ERRORS 12 SOLDER USED /N NOI�1cR SUPPLY SYSTEM CANNOT �4 12 E11'CEED 2/10 of J%JFAa PROVIDE 0"E°E! I FOR 1�q EMERGENCY FFXAPE AS REQUI• N.Y. STATE BY PART. CO E. N.Y. STATE BUILDING CODE. PLUIIING \ PROTINANTI-SCALD AND/OR ALL PL.OMBING WASTE \ 12 TNERNAL SHOCK PREVENTING ✓!WATER LINES NEED Q4 DEVICES AS TO PAIL 902.6(K) TESTING BEFORE COVERING N.Y.STATE BUILDING CODE O PROVIDE SMOKE-DETECTINALARM DEVICEG 1` AS TO PART.2151 N.Y.S BUILDING CODE• i If copper tubing is used for water distributing system; piping shall be of types K or L only UNDERWRITERS CERTIFICATE REQUIRED REAR ELEVATION LEFT ELEVATION A scALE= I/4' - 5GAI.E, V4- - f-o° DO NOT PROCEED WITH �I 1 "ANnC, UNTIL SURVEY I!,MP10N LOCATION "6L[N APPROVED. ,tp¢U ti�i , GENERAL PLAN FOR: 1. DO NOT SCALE[ DRAWINGS. NOT�y BEAVER W AYLWARD 2 o 's` r„r $I ` S. BMLH shall not be responsible ane r2.e The elevations shown area graphic 4. Beaver Mountain Log Homes, Inc. 6. Builder/Contractor to perform p MEMBER m representation of your BMW. Refer materials and options to be all work to applicable building for any defects in materials r, i DESIGN: 24'X30' CHALET to floor plan for exact window, door, provided as specified In the codes and generally accepted b workmanship not prodefects In SEE GENERAL MOUNTAIN b BMLH. If any defects in 24'X16' CAPE EXT NSION post location d: overall dimensions. Purchase Agreement only. building practices. y materials provided by BMLH NOTES SHEET TITLE: 3. BMLH not responsible alter for any r5.e Builder/Contractor shall be 7, DetaO drawings are to provide im occur, notify BMLH M HOMES deNatlon from, or alterations responsible for verifying all assembly Instructions only. immediately. LOG HOMES Log & Cedar Homes ELEVATIONS to, drawings or materials pro- drawings and details and report All work shall conform to all C O U N C I L OF $ 2DO BEAVER MOUNTAIN DRIVE HANCOO( N.Y. 13763-9709 DWG. vlded by BMLH. Builder/Contractor any discrepancies Immediately federal, state and local building 9• All Interior partitions to be \_ DWG dt shall assume responsibility for to BMLH prior to proceeding codes and ordlnancee. 2x4 01 16' a.c. unless noted (807) 167-2700 COPYRIGHT C 2001 0 01 - 325-02L 1 OF 8 all changes made on Job. with construction. otherwise. , 4'� g'-p' B.-0. 5-6' 3-Ck -20 AN31 — — TW3046 I REF / I _ _______ O DW I / D6DROOM KITGHlN I I � PINING b i I I o 5 -0" 10'-8 7/6' I 'u I FO-0 SMOKE OETEGTOR 2 OS O Q I STEPS. LANDING + HANDRAIL - WIRE DIRECT I BY PURLHASER- TVP, 2 PWCES/J I ®® POST I I / 6 f-------- T e I SUPPORT BEAM (OVERHEAD) I/ 7 -TYP. 2 PLACES -------- - I I I O I ORG o I � I I '0 I 1, I I I I I LLL gT I p2 osT I FEll DEDROOM 23'-6 I/8' 1-0" 3'-2" b'-5 3/8' 1 PORCH jppM O5ET CLOSET � I I o li I I � I o - I b g.-p. TVV3p46 FIREPLACE- SIZE, LOCATION + MATERIALS BY PURCHASER PORCH I o 10 I � I 10 _______________ TW2646 TW2846 I ________� BY PORCH POST r_____-__� -TYP. 9 PLACES L________J STEPS, LANDING + HANDRAIL 6-0" 12'-0' 6-0" BY PURCHASER- TVP. 2 PLACES 10'-0 24'-0" �'_p• •_0 56'-0' 6' 0 SUPPORT POST i 2 O ELECTRIC, SMOKE DETECTOR WIRED LL \2X4 BUIL®UPPORT PO5T1 TO LIGHTING CIRCUIT, ACTIVATION 2 ' OF ANY DETECTOR 5OUND5 ALL FIRST FLOOR PLAN DETECTORS SCALE, 1/4' f-0' `Ee�s �4c + + ROUGH OPENING ROUGH OPENING DATE REVISIONS PIAN FOR: SIZE CITYDESCRIPTION REMARKS SIZE QTY DESCRIPTION ROUGH a + BEAVER AYLWARD Width Hei ht Width Hel ht L7 r� 20725 t GO 1 use ff 411/4" 36 1/2 SF 4GXW45-2 2 oa�eE wMe 36 1/2 48 I/ 72 Ot updated per signed approvals MEMBER m o uF DESIGN: GO I use E 4 /8" 36112- 30-G65/ET6 I cAso1aa 69 I/8 54 7 B dated 11/27/0t SEE GENERAL = 24 X30 CHALET --AW3rw2632 1 34 I/8 60 7/16 SITeAYMJEI.E FWG6066/ETC I 72 96 7/5 � MOUNTAIN 24'X16' CAPE EXT NSION n 31 1 ANRNe 36 /2 21 F 6068 1 72 �� NOTES SHEET TW2846 2 oaleie Me, 34 1/8 57 1/4 5944 1 _ 36 1/2 83 LOG HOMES Lo & Cedar Homes b TITLE: TW3O46 3 oo�el.s Reww 38 I/8 57 I/4 20D BEAVER MOUNTAIN DRIVE HANWO(, N.Y. 137a7-9706 TW2631O 2 DaasN.w c o u N c I L 1 OF 8 n FIRST FLOOR PLAN W3 32T I oa�elem 36 1/8 41 1/4 torom DWG y Owc. (607) 467-2700 COPYRIGHT © 2001 o 01 -325-02L 2 OF 8 M 13/4'X 14" LVL BEAM ♦ 141 2X5 F05T 2X12 BUILT-UP WINDOW HEADER 2X6 LOOKOUT i ` ` GABLE TOP PLATE 12 ' ♦♦ 121 2X5 JACK STUDS i i ` ♦ BOTH SIDES OF WINDOW (41 2X5 POST DIRECTLY ' ' 1, `` BELOW VALLEY RAFTER / / ` Ty,046 `�` ` \ RAFTER i , ♦ `� GADLE $TUD5 • 16 O.G. GROOVED GABLE PLATE D pU�q/ALIGtED W/ PARTITIONS \\ `> OR ENCLOOSSEDIRCELING BAYS BEOLOOW FLOOR L REAR LADLE FRAM I NG DETA I L 110 ,/V - 121 1 3/4' X 14' LVL BEAM 2X12 BUILT-IP HEADER �, �``� (4) 2X6 P05T 40'-0" 6-0• 12'-0" 121 2X6 JACK STUDS `♦ 12 .� `` DOTH 51DES OF DOOR TW3046 TW3032T l 9 3/4s�� ``� GABLE TOP PLATE CLOSET ------ I GABLE WALL i 2X4 BLOCKING i / �`. RAFTER I HATCHED) h i • %' O.C. ET6 `. \` LADLE 5TUD5 • W O.G. 22'-5" I I I FWH 6065 II'-0' 6'-0" I �'� R,0. `. i I I •6 I �, ``�` GROOVED GABLE PLATE I I ® II LOFT 0 o II ® ® I ! � p � II ---------- I RIGHT CFADLE FRAMING; DETA I L I I I RIDGE SUPPORT BEAM D IOVERHEADI- M. 2 PLACES ,o I 0 I I POST 2 ti I .—. ._.—._ ._. _. -------------------- 2 MASTER 6EDROOM N �.�OFEN DELOW I I I - I i' DALGON W# WALLTIE W/ V-DRACING�l. I I 5omol E DETECTOR `+ DECO DEAM5 ABOVE �, I I ,/ -WI E DIRECT . . i DORMER WALL I �LROSS HATCHED I I I I CHIMIEY LOCATION,\ 1—HANDRAIL TO CODE SIZEBY PURCHASER MATERIALI -BMIJi OPTION 5PL GXW4 5PR CXW4 CTN28/TW2B32 121 1 3/4'X14• LVL BEAM (41 2)(5 POST 6 LOOKOUT 12 GABLE TOP PLATE 12 � 3 F71 � SECOND FL 2X6 BUILT- FLOOR PLAN � `. RAFTER SCALE- V4' • C-0" L� 6X6 SUPPORT P05T I UP ` ♦f— 2 HEADER x GABLE 5TUD5 • 16" O.L. ♦` \ GROOVED GABLE PLATE I'CXW4 LXW411 ♦` �� '' � I R.O. Pip, I `♦ \ �V+n4 BUILT-UP SUPPORT P05TI eED 4 i `� ♦ 2 .S`♦ 4�N iS, r 24�-0" ffGN MEMBER BEAVER m oARDFRONT C�APLE FRAMING DETAILSEE GENERAL MOUNTAIN 0 CHALENOTES SHEET 6' CAPE EXT NSION LOG HOMES Log & Cedar Homes ND FLOOR PLAN COUNCIL 2 OF a 200 BEAVER MWNTAIN WIVE HANCOCR, N.Y. 13783-9708(Bm) +B7-z799 DBPYRIp1T © 2901 01 -325-02L pwa 3 OF 8 FOUNDATION NOTE5 I. CONCRETE BLOCK, POURED CONCRETE, PRESSURE 4. FOUNDATION DESIGN ASSUMES A UNIFORM SOIL TREATED WOOD, PIER OR 51-AB FOUNDATION BEARING CAPACITY OF 2,000 LB5./S.F.. BUILDER/ TO BE DETERMINED BY PURCHASER. CONTRACTOR 15 RESPONSIBLE TO VERIFY TH15 CONDITION AND COMPENSATE FOOTING WIDTH FOR 2 BMLH NOT RESPONSIBLE FOR FOUNDATION DESIGN, ANY DECREASE IN BEARING CAPACITY. MATERIALS AND WORKMANSHIP. 5. BUILDER/CONTRACTOR 15 RESPONSIBLE FOR CONSTRUCTION DETAILS AND TO PROVIDE WORK PER 3. FOUNDATION WINDOWS, DOORS, PARTITIONS AND GENERALLY ACCEPTABLE TRADE PRACTICES. FINISHES NOT PROVIDED BY BMLH, UNLE55 OTHERWISE SPECIFIED ON PURCHASE ORDER. BUILDER/CONTRACTOR 6. ACCURATE FOUNDATION DIMENSIONS ARE ESSENTIAL TO VERIFY ALL SIZES AND LOCATIONS WITH PURCHASER. FOR PRE-GUT BUILDING TO FIT PROPERLY. FRAMING NOTES 1.1 CONTRACTOR TO FIELD LAMINATE 14) 2X12 AND STAGGER JOINTS OF 2X115 OVER SUPPORT POSTS AS SHOWN BELOW. 3" 5UPPORT P05T 6ELOW r_ ____ _ 1 I I I 2X12 -O• , 6-O" 1 - 6X6 P.T. PORCH POST ON `- ------J 17-0' II'-B 5/6 B'-3 3/8" 8'-0" ��pWOF 4 SI TING _________________________ ______________________________ _____________________ ____________________ - 1 :.e .-- I ;� I I • bb ' 141 2XBEAM II I -FIELDD LAMINATE 1 I I "{ 1 1 V7 X17 ANCHOR BOLT 1 ITYP. OF 31 1 1 1 I " f 159E FRAMING NOTE 41 I I Ir 1 I 'O O I ' 6'-0 O.C. MAX 1 O 1 •. I h'YP. ALL AROUNJI 1 1 p 1 1 .3� 'cyl 1 1 i i i 1 I L_ J I _ I I I I I r-1 r----i i i i o STEEL CONCRETE _1 --- I I I FOOTING (TYF. OF 31 I i —__—_ I I L____J h Qr_______ O I I I 1 I 1 1 I I I 1 I 1 I I I O I I i I 121 STEEL POST ON 3'X3X7 -- __- O 1 I CONC. FOOTING- TYP, OF 2 1 ' I I 1 (2) 1 374" X t4LVL fl 1 1 SUPPORT BEAM5 I 1 I 1 1 r- __I 1 I -FIELD LAMINATE -B' SPAN ON.Y I O I BEAM POCKET I I i 1 i q1- I (TYP. OF 61 1 I v•, i L__y_J hl _ ____________ ___ ___ I I 1 _____________ I .: I I 1 �fl I i _J J 'O 1 1 p' FOUPDATION WALL I I ON Kl' % 20' FOOTING 1 FIREPLACE- FOOTING SIZE, LOLATIONI 1 (SEE FOUNDATION NOTEI * MATERIALS BY PM GHA%R 1 I ------ I____I I L _J L J l _J L _J p'-0• 24' O• 6.-0., 6,-0. 6.-0. 56,-0" FOUNPATION PLAN 5GALE1 1/4" I' • O" `aio exc�. MEMBER S W PLA" FOR:AYLWARD 4�i 1p7z3 MEM BEAVER m o SEE GENERAL oeslc": 24'X30, CHAL " IlU9r�111 NOTES SHEET MOUNTAIN nTLE. 24'X16' CAPE EXTENSION LOG HOMES Log & Cedar HomesFOUNDATION PLAN COUNCIL OF $ 2DO BEAVER MOUNTAIN DRIVE HANCOCK. N.Y. 137&3-9708 rl °VVC it DW6. (607) 167-2700 N DoPMDHT © 2MI o � 01 -325-02L 4 OF 8 40'-0" 2XIO C.ONTINOU5 BLOCKING J015T HANGER- ATTACH W/ • ( O.G. NIO NAILS IN ALL HOLES XID CAT5 • 24' O.G. 12'-0' 11 5/6" 6-3 3/B' 6'-0' I I EACH LNDI u II 2X12 BUILT-UP BEAM -FIEFRALD LAMINATE 3/4' T+G PLYWOOD SEE E P. OFM31G NOTE 11 p SUBFLOOR -FASTEN II W/ 9n COATED NAILS ^ I I ty + CONST. ADHESIVE I I o < II � � NOTE I i • o 121 7 X R)' BOX HEADER 6-6' ITYI: ALL AROUNDI _ I� 1 . 1 �5TAIII _ J a �[IPENING� p I ~ x 'O 2 II 1x O STAIR I I FRAMING II \ • O Ob FIELD LAMINATE I I u SEE FRAMING NOTE it n 13) 2X6 P.T. PORCH/ a x DECK HEADER 2X5 P.T. PORCH/ DELK HEADER 3 p 121 2X6 P.T. PORCH/ :O DECK HEADER 2X6 P.T. PDRGH/ -TYP. 2 PLACES DECK HEADER -ATTACH VVI 4 LAG5 J015T HAI GER 131 2X6 P.T. PORCH/ -TYP.- ATTACH W/ DECK HEADER FIREPLACE- SIZE, LOCATION+ NIO NAILS IN ALL HOLES ITYP.Pi FOUNDATION VillPERSIMIL.11 MATERIALS BY PURCHASER SKEWED Ell WHERE ObJOIST HANGERTACH W/ NIO + NRS NAILS 24'-0' FIRST FLOOR FRAMING PLAN 5GALE: 1/4" = f -0" IMETER I ' ION5 OF FIRST FLOOR ARE MAXIMUM DIMENSIONS. ANY VARIANCE MUST NOT EXCEED THESE DIMENSIONS OR PROPER INSTALLATION O SKIRT 511 WILL BE AFFECTED. \EKED ARC 4 � PLAN FOR: .Y?I BEAVER w AYLWZZARD MEMBER m � DESIGN: 24 XJO CHAL SEE GENERAL MOUNTAIN 24'X16' CAPE EXT ION NOTES SHEET nnE: LOG HOMES Log & Cedar Homes FIRST FLOOR FRAMING C O U N C I L 1 OF 8 200 BEAVER MOUNTNN DRIVE HANCOOf, N.Y. 137111 Dl at DWG. (B07"67-2700 COPYRIGHT © 29m o - 01 -325-02L 5 OF 8 46-0' 0 12'-0" II'-8 5/6 16-3 3/8" 6-0" rn. 3 M FOUNDATION LINE 6 TOE NAIL W/ _ . - . - . - 10" LAGS 13 SUPPORT BEAM ria I TRIM 12 I I q, TIMBER TREAD T+G DECKING LOG WALL 6 V7X67/4" LAMINATED SUPPORT BEAM 8'V TIMBER FLOOR J015T ! 24" O.G. I I FLOOR JOIST TIMBER STAB RISER b I I �3 NOTCH DETA I I. 4 I TA1R FADER 6 I I I T+G FINISH 1Qp TIMBER 5TRINGER m I �OPE 61 RIDGE 141 2X4 RIDGE I I SUPPORT POST RISE + RUN OF STAIRS TO DE FIELD DETERMINED SUPPORT POST _ I O PER APPLICADLE gg q -RISERS NOT TO EXCEED 5 -TREADS TO DN 10 E NOT LE55 12'-0' 1f-7 /8" 16-4 1/8" B'b" 4-9" 'S'-5 5/8" -BEAM i OPEN RI5ER5 5TA I K DETA I L 6 WALL TIE W/ V-17RACES I DELA REAMS IA5OVE)7 CATHEDRAL I I GEILING m I I 171 2X6 HEADER - - - - - - - - - - - -- - I JOIST HANGER DECKING LOG WALL 0 IFNDSE• MIDPOM� AS REQ'D I I ! 16" O.G. M ^� GEOCEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8•-0" CONCEALED HANGER -ATTACH W/ 121 V7► X 4" LAG SCREWS 16'-0" DLIND NAIL DECKIWf W/ 16d 40 -0" 6'-0" 1 ' 0 0 CEMENT COATED NAILS ! J015T MEAR TONGUE) I I 0 0 FLOOR JOIST QDECK I NG NAILING PLAN VIEW 6 DETA I L STRAP TIE ATTACH WM16 NAILS 5ECON0 FLOOR FRAMING PLAN SCALE- 1/4" " f-0" RAFTER MAIL AS REQT71 I II OOR J015 I I LAMINATED SUPPORT 171 10" OLY LAGS TOP LOG ROW BEAM 0' LAG ! W O.G. SUPPORT POST -TOP ROW ONLY OG WALL OF ! 5UPPORT BEAM P EXTERIOR WALL 1V' OF 17' LAG I MIN AL RIP T RI DECKING 4" OF THREAD INTO WALL TIE FOR TRIM T+G DECKING C5DK HEADS T I MDEK J015T FLOOR JOIST nf'J � WALL TIE 6 CONNECT ION DETA I L 2 DECKING TRIM r6 WALL T I E 6 CONNECTION DETAIL RED �4 6 DETAIL c4 BEAVER PLAN FOR: AYLWARD ��`� " ; MEMBER m C3 s, 10725 SEE GENERAL MOUNTAIN DESIGN: 2[� X3O CHAL HE f 24'X16' CAPE EXT �1SION ml NOTES SHEET TIME: LOG HOMES Log & Cedar Homes P, SECOND FLOOR FRAMING C O U N C I L 1 OF 8 200 BEAVTR MOUNTAIN DRIVE HANOM, N.Y. 1378'-9708 DWG � 0WG «07" caPmlalr © zoD1 67-2700 N 01 -325-02L 6 OF THIS SIDE OF RAFTER r 33-3 5/6" OAL. RIDGE BEAM m n 7X6 SUBFA56IA IXIOTRIFASCIA W/ FIELD NOTCH R,AAFF S A35 FRAMING ANCHOR o 171 7X17 RAFTERS THIS AlR FLOW I-V7 -BOTH SIDES OF RAFTER MPJ _ SIDE 12 DORMER -ATTAGH W/N6 NAILS I- n 3': DORMER STUOWALL ((GROSS HATCHED) FROM VALLEY DORMER OPENING 5'-II 3/6" 7%6 LOUT RAFTER JACK RAFTER I • 46' O.G. 7X17 DORMER KAFTERII9 II O.GIJ FOUNDATION LINE DORMM OPENING J — — — 9 46E O.C.XTLOOKOUT NOTE, RAFTER VENT MUST AL50 REQUIRES FIELD NOTCHING BE NOTCHED TO ALLOW 171 IF OF GABLE RAFTER PROPER AIR FLOW 13/4' X I4' LVL RIDGE BEAM R 11 11 ��i/ JACA RAFTERI 171 7X17 DORMER VALLEY DORMER O'P/E7NING '�- .V6" / N O T M/H D E T A I V� - 7XIW O.rl.ER * HEADER FIELD GUT 0 016 O.C.-TYP. 7X17 RAFTER 8 J 7X17 DORMER DORMERIDES OF 13/4" X 14' LVL RIDE BEAM I RIDGE BOARD I II � 7 TIMBER BALCONY LOOKOUT HEADER W/ TIAIBF� COLLAR TIE J I7 DORMER RAF .0 16' O.G. - SEE DETAIL 5/7 ' I 4X6 TINDER PORCH E RAFTER 9 74' O.G. 7X4 BLOCKING FOR GABLE WALL BELOW • 36 O.L. 6X6 TINDERPPORGH m 7X17 RIDGE BOARD o GABLE 5TUDWALL IHATCFEDI w I 7X12 DORMER RAFTER • W' O.G. -TTF11 LTE Ff n 17 PLYWOOD ROOF 51111 DORMER HATCHED) OF SIDE 10 W/ H-CLIPS ILRO55 HATCHEDI MIO PORCH FACI TH15 51DE OF W O.L. 30 5/6" W/ TRIM RAFTER DORMER LOOKOUT--JPRECUT DORMER RAFTER / \ FELT PAPER + SHINGLES 9 74' O.L. TAIL59 W O.G.-BELOW Lq 3/6" R-30 INSULATION ROOF FRAMING PLAN 7X6 5UBFASLIA r CEILING FINISH-/ INSULATION STOP A3FRAMING ANCHOR SCALE- 1/4' T-0" DRIP EDGE I I I MIO FAV-1 W/ 1X3 TRIM 7X6 BLOCKING REQUIRED R INSULATION + T+G DECO BEAFOP DECO M PPLACEME ATTACHMENT PER SOFFIT VENT INTERIOR OR DORMER FINISH CUSTOMER PREFERENCE. T+G PINE SOFFIT DORMER 5TUDWALL W/ -SEE A55EA6LY DETAIL FNDBK I I I7PWYEK/ PLYWOOD, HOUSE WRAP + 1 I LOG SIDING -EXT. I m I FELT PAPER + ROOF SHINGLES UM. FLASHING PLYWOOD ROOF SHEATHING AL W/ H-CLIPS 1 I2 KA RAFTER I (TYP. BOTH SIDXSIDES DORMER) DRIP EDGE /F W' OG 6' 6-o" 16' OG IXIO FASCIA W/ GAPE DORMER TRIM _________ t22A u u u FLY RAFTER R-30 INSULATION 7X6 T+G DECKING T+G SOFFIT W/ VAPOR BARRIER LOOK OUT BALCONY FLOOR JOIST TW PINE COLLAR TIE CEILING FIN15H -FIELD GUT GAPE DORMER LO(7 INSULATION . 6X6 DHEADER LOG SIDING- INT. LOOKOUT HEADER G GABLE WALL W/ -FIELD LUT 7X5 STUDS 9 W' O.G., G' SINK q' LAG 1/7' PLYWOOD, TYVEK0 7X6 T+G DECKING HOUSE WRAP + LOG SIDING GROOVED GABLE PLATE 5 LOOKOUT HEADER - FIELD APPLIED LOGWALL JOINT DETAIL `aEo d FLOOR J015T R PLAN FOR: v 2 C�A�LE END DETAIL MEMBER BEAVER M W AYLWARD \ DESIGN: 24'X30' CHAL ` SEE GENERAL MOUNTAIN24'X16' CAPE EXT NSION p 94' WIDE GA6LE5 LOG HOMES NOTES SHEET Log & Cedar Homes r,rLE. ROOF FRAMING PLAN C O U N C I L 1 OF 8 700 BEAVER MOUNTAIN DRIVE HANCOCK, N.Y. 13783-9708 DWO /: DWG. (607) 467-2700 a 01 -325-02L 7 OF caPYRlcxr © tom o Q4 PLYWOOD ROOF SHEATHING W/ H-CLIP5 FELT PAPER + SHINGLES T+G CEILING FIN15H 3" RHIINGLE CAP DGE VENT V&IS BA TIIP AIL RIW VENT TO ROOF a W/ 2-V2 ROOFING NAILS SHINGLES IN ALL HOLES PROVIDED FELT PAPER 121 1-3/4' X N• "LVL' DORMER S 0 16j1 W/ 2X2¢ pS�TyUWDS�pP I76 yOF�L. GANG-LAM RIDGE WRAP + LOW '51DING HOUSE SUPPORT BEAM PLYWOOD ROOF SHEATHING RAFTER HANGER R-19 IN5U.ATI IN HOLES NAILS W/ T+G INTERIOR FINI ,11' RAFTERALL ALUM FLASHING 0 o RIDGE VENT 0 Q� PRECUT DORMER RAFTER 0 121 1 3/4' X U" LVL 8 TAIL RIDGE BOARD TIMUR FLOOR J015T 0 0 SHED DORMER FELT PAPER + SHINGLES Q SEDT I ON DETA I L 2%12 RAFTER v Ki' O.C. PLYWOOD SHEATHING TO DETERMINE EXACT HEIGHT OF n RIDGE BEAM SET BOTH RAFTERS. TH15 n� DIMENSION MAY VARY DEPENDING ON F EXACT WIDTH OF HOUSERAFTER VENT. FIELD VERIFY INSTALL PER MANE. SPELT. 7r� DIMENSION BEFORE SETTING RIDGO TO PROVIDE ADEQUATE AIRSPACE t " RI D G E D E T A I L 2X6 PORCH RAFTER PLATE " Q ® / R-30 INSULATION pOe CEILING FINISEH U F LVL R E A M W/VAFOR BARRIER n 4X6 TIMBER PORCH RAFTER • 24' O.0 +� 2X6 T.G PORCH ROOF SHEATHING T+G DECKING INSULATION STOP B FELT PAPER + SHINGLES DRIP EDGE TIMBER FLOOR J015T -- 6 VYX IS 3/ ' IXB FASCIA EC zHF n Tm aro ,�TN / TILIBER STAIR, HEADER W/ IX3 TRIM nlHl ROW Fpt POItGH R+ATtRS J , SOFFIT VENT PLYWOOD ROOF / 7 3/16' X 7 3/16' 61 SUPPORT POST 2X4 NAILER SHEATHING W/ H-CLIPS 2X6 LOOKOUT PORCH HEADER � • ROOF PITCH FELT PAPER + SHINGLES J i RM,� 2X6 FLYKAFTEK OPEN RI5ER TIWJEK STAIRS �� FOAM TAPE DRIP EDGE 6 1/4 MAX. RI51E J lul ROWS OF LWS B'f PORCH POST (SEE DETAIL 5/6 DHT. 61 / W/ 6 1/Y TIIL MBER PLAjE IXB FASCIA W/ TRIM / _ _ _ q' LAG C'SIPK V ' - T+G SOFFIT LW W GEOCEL CAULKING INSULATION STOP T+G BALCONY 2X4 BLOCKING CEILING FINISH TINDER LOOKOUT HEADER CEDAR DECKING PLYWOOD ROOF SHEATHING 7/4' T+G PLYWOOD _ W/ TINDER COLLAR TIE J / W/ H-CLIPS CEILING FINISH I 1312%6 P.T. DECK 0XB P.T. FLOOR JOIST "FLOOR W/ / 2Xq COMINPU5 -SEE DETAIL 2/b / BLOCKING AT 4 O.G. RAFTER -BNLH OPTION HEADER 0W' O.G. CONST. ADHESIVE / 2XIO FLOOR JOIST • 5' O.C. 4- 121 2XIO BOX HEADER 2X6 P.T. JOIST HANGER✓ PORCH HEADER T H� 1212Xq STAIR HEADER _ TYP. . . / FILL INSULATI I GABLE 5TUDWALL W/ F = OI5T HANGER J -BY PURCHASER DRIP EDGE I/ 2XB P.T. 51LL PLATE I ,2X6 STUDS • 16 O.C, 121 13/4k k' LVL _�J ..4. L W/ SILL SEALER I V2" PLYWOOD, TYVEK R-19 INSULATION HOUSE WRM, + LOG SIDING HANDRAIL TO LODE �T BEAM �'' �/ V2'4XI2' ANCHpR BOLT IXq FASCIA W/ W/ VAPOR BARRIER -BMJ4 OPTION �� / • 6'-0' O.C. MAX TRIM + T+G PIPE HEIGHT TO BE DETERMINED J i 10' FOUNDATION WALL2X8 SUB-FASCIA -INTERIOR FINISH I / BY PURCHASER �' / II I ON62XY CON IFOOTING ,.I'. J / ' �A+ i 4 7-0" O.C. IHORIIANTAU T+G DECKING ALUM FLASHING BELOW FK05TLIWE i �.1. RIGID INSU.ATION W/ T+G SOFFIT 2X6 P.T. BESTOECK BASEMENT STAIRS WATERPROOFING BY PURCHASER SOFFIT VENT J SEE DETAIL 5/6 SHEET 6 BALCONY JOIST �. ' i •� DOUBLE LOS j, 121 STEEL SUPPORT POST • 'Y; TINDER FLOOR HEADER VI�. _ �� // 4' REINFORCED EXPANSION JOINT - 4 4 • 6'-0' O.G. WERTICALI ®I F I T DETAIL J015T :L• J / LONG, SLAB " 1• Q •.I. 4 4 CONT. V IS, f SUPPORT P05TDR .7.'; 1. T. -�,�, FOOTING AIN PIPE VAPOR BARRIERfAl 37(3'X2' CONCRETE FOOTI •• FOOTING DELOW FR05TLINE) AS RE'9D CRUSHED STONE OR GRAVEL ALUMINUM FLASHING FOR LOAD + 501L COHDITIION5 76 AR DECKING Imm 2XB P.T. DECK JOIST F�EADER P.T. DECK SEDTION 0 �4' WIDE ,*ALUMINUM I . JOIST HANGER ITYPJ 'CN.E !/6' • 1-0' talo ^R Ila 2XB F.T. DECK HEADER 6X6 P.T. POST4T Y 15ALCONY SECTION PLM! FOR: MEMBER BEAVER m o AYLWARD '� '°'Z' 8 +'"'" '► SEE GENERAL w DES10N: 24 X30 CHALET4F/NE Y 'IlU9■PUll� NOTES SIHEET MOUNTAIN 24'X16' CAPE EXTENSION n7LE: LOG HOMES Log & Cedar Homes TYPICAL SECTION C O U N C I L 1 OF 8 200 BEAM MOUNTAIN DRIVE HANCOCK. N.Y. 13763-970604 (607) 467-2700 7 DWG A DWG. COPYRIGHT © 20011 a 01 -325-02L 8 OF 8 �12 . \ 111 FRONT ELEVATION RIGHT ELEVATION SCALE 1/4" 1'-0" SCALE 1/4" 1 -0" 1t� 12 l UE"4 ��12 REAR ELEVATION LEFT ELEVATION 5CALE 1/4" 1'-0" 5CALE 1/4' Il ro ?p i 7229 �V2 �Nk �ESSIONP�'� 1. 00 NOT SCALE DRAWINGS. GENERAL N OTES PLAN FOR vI �p� p 2. The elevations shown are a graphic 4. Beaver Mountain Log Homes, Inc 8. BMLH shall not be responsible BEAVER m A LVVAKE) representation of our BMLH. Refer materials and options to be 6. Builder/Contractor b perform for an defects in materials MEMBER �" � all work d applicable building DESIGN. to floor Ian far exact window, door, provided as specified in the or workmanship If a not is in d z 24'X24' GHALET GAPA6E p P py codes and generally accepted y i P i MOUNTAIN , /� O T �T T A I � T o est location & overall dimensions Purchase Agreement onl b BMLH If an defects in EF 1�@Y/9L 'lull 11 \V `AV building practices. materials provided by BMLH � 1 d BMLH not responsible for any r5.e Builder/Contractor shall be pp TITLE. deviation from, or alterations responsible for vent in all 7. Detail drawings are to provide do occur, notify BMLH N to, drawings or materials pro- drawings and details and report assembly instructions only. immediately LOG HOMES Log & Cedar Homes ELEVAT I ON5 All work shell conform to all C O U N C I L Hancock, New York vided by BMLH. Builder/Contractor any discrepancies immediately 9. All interior partitions to be N DWG DWG federal, state and local building ' o, shall assume responsibility for with BMLH prior to proceeding 2x4 ® i6" o c. unless noted (607) 467-2700 01 - 390 - 02'rF 1 OF g- all changes made on job. with construction. codes and ordinances. otherwise. COPYRIGHT © 2002 0 24'-0" 24' 0' 12 0" 12'-0" 12' 0" 12'-0" TW2432 TW2432 I 2X6 r 16" OL PANELIZED 5/6" TYPE "X' GYP BOARD CRO 5 HATCHED) 5' HEIGHTy TOP WALLS + CEILINGS OF GARAGE1 I LINE TO APPLICABLE FIRE CODES J -BY PURCHA5EK j v LOFT CvARAyE BYFPVRCHASER RIDGE BEAM li N MOVER HEADI 5UPPORT BEAM pill/ OVER HEAD) o _ o - -'- - ' — � - - —'— - - --- - 3/0 X 6/5 "i POST HANDRAIL TO CODE PURCHA5ER I 2X6 P 16' OC CATHEDRAL OEILINGY ,.s PANELIZED 5TUDWALL �x \ 0 (HATCHED] REINFORCED 0 ' CONC 51- AB III 9/0X7/0 OH. DDIOK 9/0X7/0 OH. DOOR -BY PURCHA5ER -BY PURCHA5EK 2' 0•• 9' 0" 2' 0' -1'-0" 2' 0" FIR5T FLOOR PLAN 5E( ,0ND FLOOR PLAN 5CALE I/4' 1'-0" 5CALE 1/4' - 1'-0' oF,of NEyV J hP4, P 6 0 cn, y f * AD 6X6 PT SUPPORT P05T i 8 1229 �r F�'090FESSIONaY'�� WINDOW & DOOR SC EDULE PLAN FOR, SIZE QTY DESCRIPTION ROUGH OPENING " REMARKS 'm � n vL V / p IDWidth Height 30 1/6 41 1/4TW2432 3 0000E Huxv MEMBER BEAVER � � DeslcN SEE GENERAL [ OUNT n IST 24X24' C NALET 6ARA6E 262 I ,zem sTam 000a 34 1/2" 63. MOUNTAIN V t111L 1 � 0 OH DOOR. 2 vaevo ox 0000 108" 84 -or rixulnsee � � � �� NOTES SHEET TITLE. LOG HOMES Log & Cedar Homes o C O U N C I L 1 OF 4 FLOOD FLAN5 Hancock, New York rn (607) 467-2700 DWG # DWG COPYRIGHT © 2002 0 01 — 390 — 02T F 2 OF 4 2X10 RAFTER w 16" OLL5- 5U210 RAFTER HANGER ATTACH W/HIO NAILS IN ALL HOLE5 TH15 SIDE GABLE 5TUDWALL 2X4 FLYKAFTER OF RAFTER IHATCHEDI `� IX6 FA5CIA -TYP 2X10 BOX HEADER r --- _ 2X4 LOOKOUT r - - — za' oc ------------------------------------- -------------------- 5/6" COX PLYWOOD 5UBFLOOK - -FASTEN W/ Ed COATED NAIL5 CONSTRUCTION ADHESIVE 2X10 FLOOR JOISTS P 16" OC - A35 FRAMING ANCHOR KEINFOKCED 4 2X8 PT SILL PLATE 2X6 RAFTER PLATE I ONE SIDE OF KAFTEK -TYP CON(, 5LAB -TYP P PERIMETER OF GARAGETENSION TYPE STEEL BRIDGING - -- -- -- -- -APPLY BEFORE PLYWOOD IATTACH W/N8 NAIL5 IN ALL HOLE51 I I I 15EE DETAIL I/J SHEET 3) -TYP a 2X10 AREA ONLY — I 5TUDWALL I_ FOUNDATION LINE (BELOW) I I I I I 2X10 GATS a 24" OC JO I5T HANGER - -ATTACH W/1110 NAIL5 W p _ 121 1 3/4"X18' LVL KIDGE BEAM — r----� IN ALL HOLE5 dl I I 1 `� 141 2X10 BUILT-UPBEAM °C m -FIELD LAMINATE > Hil- 015F 6X6 PT P05T ON 15EE FRAMING NOTE NII2'X2'XI' CONCRETE FOOTINGF POURED GARAGE FR05T WALLS / C / I 8x16• FOOTINGCATHEDRAL CEILING FOUNDATION NOTES I I I I I 3 I I 1/2 x 12" ANCHOR DOLT - 6'-0" OL MAX 12 5TEPDOWN (HATCHED FOUNDATION SLAB TO EXTEND THROUGH (TYP ALL AROUND( LIPIE I AREAS ONLY( 4 OPENING ry • I - I I L -DX9/0 CH DOOK 9/0X7/0 OH. DOOR -BY PURCHASER -BY PURCHASER TOP PLATE OF 5TUDWALL 0 CATHEDRAL CEILING AREA TO BE FLUSH W/ 2X6 KAFTEK PLATE - - OF 2X10 FLOOR AREA THI5 SIDE OF RAFTER r7 3 FOUNDATION PLAN 5ECXND FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE I/4" I'-0° 5CALE 1/4" I•-0" 5CALE 1/4" 1'-0" FELT PAPEK + ROOF 5HINGLE5 PLYWOOD ROOF SHEATHING W/ H-CLIPS RAFTER �-DKIP EDGE FELT PAPER + KOOF SHINGLES IX6 FA5CIA PLYWOOD ROOF SHEATHING PLYWOOD 5UBFLOOK W/ H-CLIP5 RAFTER FRAM I NO N®T�5 CON5TKUCTION ADHESIVE DRIP EDGE T+G SOFFIT (21 5d NAIL-5 IX6 FA5GIA LOOK OUT I) GONTRACTOK TO FIELD LAMINATE TYP Born ENAP 41 2X10 AND STAGGER JOINTS OF 5TKAP r OF 2X10'5 OVER 5UPPORT P05T5 TEN51ON TYPE STEEL BRIDGING A5 5HOWN BELOW GABLE WALL W/ T+G SOFFIT 2X6 STUDS 0 16' OC, I.L LOOK OUT I/2•' PLYWOOD, TYVEKO 3 SUPPORT F05T HOU5E WRAP + LOG SIDING BELOW `�� I I INSTALL BRIDGING GABLE WALL W/ FIELD APPLY 2X6 TOP PLATE 2X10 8'-0" OG, MAX (TYP( 2x6 sTu05 p 16" 0( I/2" PLYWOOD, TYVEKO HOU5E WKAP + LOG 51OIN6 5/6" CDX PLYWOOD PANELIZED 51UDWALL I `��/jjj 5RIDOINO DETAIL FIELD APPLY 1/2' PLYWOOD • BOX HEADER FACE OF STUD P END LINE FIELD APPLY 2X6 TOP PLATE 0 2X10 FLOOR J015T 2X10 BOH HEADER PANELIZED 5TUDWALL �l O A D L E DETAIL U CATHEDRAL 6E I C I N( r FACE OF STUD o FND, LINE �Q sF� 0�va FOUNDATION N®TE5 �ESSIONP� L CONCRETE BLOCK. POUKED (,ONCKETE, PKE55UKE 4 FOUNDATION DESIGN ASSUMES A UNIFORM 501L ^ E PURCHASER C < PLAN FOR. TREATED WOOD, PIER OR SLAB FOUNDATION BEAKING CAPACITY OF 2,000 LBS./S,F BUILDER/ � \ OADLE DETAIL 0 �EAVE� AYLWAPD TO 8DETERMINED B7 PURCHONTRACTOR IS RESPONSIBLE TO VERIFY THI5 ! 1 CONDITION AND COMPENSATE FOOTING WIDTH FOR MEM(BaR an DESIGN ANY DECKEA5E IN BEARING CAPACITY 3 �( j ,�F �i p 2 BMLH NOT RESPONSIBLE FOR FOUNDATION DESIGN. 041® �®®� SEE GENERAL MOUNTAIN p /® ��T 24X24' CHALET &ARA&E MATERIAL5 AND WOKKMANSHIP 5 BUILDEK/CONTKACTOK 15 KE5PON51BLE FOR S 11 WV/JIIL 111 J1 AI \`II ,IIL LL@g IA \VI CONSTRUCTION DETAILS AND TO PROVIDE WORK PFK £ �� NOTES SHEET TITLE. 3. FOUNDATION WINDOWS, DOOR5, PAKTITION5 AND GENEKALLY ACCEPTABLELOG HOMES Log TRADE PRACTICES & Cedar Homes N FOUNDATION, SECOND FLOOR o FINISHES NOT PROVIDED BML-H, UNLESS OTHERWISE C 0 U N C I L OF 4 b rn 4 ROOF FRAMING `LAN5 SPEUFIED ON PUKGHASE ORORDER. BUILDER/CONTRACTOR 6 ACCURATE FOUNDATION DIMENSIONS ARE ESSENTIAL Hancock, New York DWGN DWG TO VERIFY ALL SIZES AND LOGATION5 WITH PURCHASER FOR PRE-GUT BUILDING TO FIT PROPERLY (607) 467-2700 kl n COPYRIGHT © 2002 0 01 - 390 - 02Tl 3OF 4 FELT PAPER + SHINGLES PLYWOOD ROOF 5EATHING W/ H-CUP5 RAFTER 2X6 RAFTER PLATE 2 2X10 BOX HEADER A35 FRAMING ANCHOR 121 I 3/4' X 18" LVL 4 ONE SIDE OF RAFTER RIDGE BEAM 5/6' PLYWOOD 5UBFLOOR DRIP EDGE RAFTER HAN&EK 2X10 FLOOR J015T IX6 FASCIA 2X6 TOP PLATE T+G SOFFIT -FIELD APPLY W/ \ 4MIN LAP ACROSS PANEL JOINTS r� / \ FIELD APPLY 1/2" PLYWOOD C' BOX HEADER FND LINE 0 FACE OF 5TU / \ 12 12 5 ®FF I T ®ETA I L RAFTER / x 2x1® PffL.®®K PLYWOOD 5HEATHIN6 W/ H-C1_11`5 z FELT PAPER + SHINGLES ~O'On 5HIN6LE5 r �sE?m 7j, wzc,z 121 1-3/4" X 18' "LVL" CEILING FIN15H wmo3o \ FELT PAPEK SUffOKT ANr,-LABEADGE -BY PURCHASER (),wJw \ PLYWOOD ROOF SHEATHING RAFTER HANGER RAFTER A35 FRAMING ANCHOR / \ 2X6 RAFTER PLATE 2X10 FLOOR JOISTS 5/8•' LDX PLYWOOD Ib" OL K. 1 JOI5T HANGER 4 I LIOXID BUILT-UP SUPPORT BEAM 2X10 BOX HEADER APPLIED 2X6 T K ®6E DETAIL/ ') FE TOP PLATE I L 1 PANELIZED 5TUDWALL W/ L V L D E R V NTEKIOK WALL FINISH 2X6 STUDS • 16 OL -BY PURCHASER 1/2 PLYWOOD, TYVEKOHOU5E PANELIZED I WRAP + LOG SIDING WALL HEIGHT 6X6 PT 5UPPO9T P05T B I I/8 FELT PAPER + SHINGLES PLYWOOD ROOF SHEATHING W/ H-CLIP5 I I RAFTER A35 FKAMINE, ANCHOR ONE 51DE OF RAFTER 2X8 SILL PLATE 4" REINFORCED GONG 5LAB IG EXPANSION JOINT aN SKIRT TRIM p ✓� 'N' DRIP EDGE L 2X6 TOP PLATE .a _ 'a 1/2"PXI2' IX6 FASCIA -FIELD APPLY W/ 1 VAPOR BARRIER ANCHOR BOLT PANEL JO NTSCR055 s" cork c . —_—__-- a FK05T WALLS .i I—III—III—III— T+6 SOFFIT =11111 111 I1111111111I 1- 2X2'XI' CONI FOOTINv FND LIE p FADE OF STUD- -(RUSHED STONE OF, GRAVEL FOOTING DRAIN PIPE 5 ®FF I T ®ETA L Til''-u CATHEDRAL. AREA =III=1 I=III=11 In UI t4 CONIlil 111 111 111 111 l ��OF. SIP 16' CIO ASF 9x MIN FOOTING 10ELOW FK05TLINEI A5 REQ'D FOR LOAD + SOIL CONDITION5 A, r v 29 V� �p FESSIONP�� TYr' I CAL SECT I ®N (P 2X 1® FL ®®R �1 PLAN FOR o $GALE 1/2.. 1•-0" DEAVER AYLWAKD MEMBER J m ¢ SEE GENERAL ® � TrT�� T o DESIGN. 24'X24 CHALET 6APAGE oo NOTES SHEET MOUNTAIN l� TITLE. LOG HOMES Log & Cedar Homes TYPICAL 5EGTION C 0 U N c I L 1 OF 4 Hancock, New York a �I DWG so ) as/-zroo COPYRIGHT © 2002o M 0 I - 3`10 - 02TF q- of 4