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HomeMy WebLinkAbout29287-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29541 Date: 06/25/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1710 GULL POND LA GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No- 473889 Section 35 Block 3 Lot 12 .1 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 11, 2003 pursuant to which Building Permit No. 29287-Z dated APRIL 11, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED WOOD DECK AS APPLIED FOR. The certificate is issued to ANTOINETTE BECK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-00-0229 06/20/03 ELECTRICAL CERTIFICATE NO_ 1087556 05/09/03 PLUMBERS CERTIFICATION DATED 06/13/03 RICHARD WITT Authorized Si ature 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-29542 Date: 06/25/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 1710 GULL POND LA GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 35 Block 3 Lot 12 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 11, 2003 pursuant to which Building Permit No. 29287-Z dated APRIL 11, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NON-HABITABLE ACCESSORY BUILDING AS APPLIED FOR. The certificate is issued to ANTOINETTE BECK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1087556 05/09/03 PLUMBERS CERTIFICATION DATED N/A Authorized S' nature 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. 29287 Z Date APRIL 11, 2003 Permission is hereby granted to: ANTOINETTE BECK 200 PARK AVE - SUITE 4514 NEW YORK,NY 10166 for NEW CONSTRUCTION OF A 4 BEDROOM ONE FAMILY DWELLING AND ACCESSORY BUILDING WITH NON-HABITABLE SPACE AS APPLIED FOR. REPLACES #270182 at premises located at 1710 GULL POND LA GREENPORT County Tax Map No. 473889 Section 035 Block 0003 Lot No. 012 . 001 pursuant to application dated APRIL 11 , 2003 and approved by the Building Inspector to expire on OCTOBER 11 , 2004 . Fee $ 1 , 328 . 70 Authorized S gnature ORIGINAL Rev. 5/8/02 _ID - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 3 TOWN HALL 765-1802 _JAPPLICATION 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: I. 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 Certifica-,e 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. 3 © 3 New Construction: V Old or � Pre-existing Building:/ (check one) Location of Property: /�/ y[./(,/ pc5 1yyy1 7 e (a f�'jl Cq4-t"y House No. y Street Hamlet Owner or Owners of Property: /�� Suffolk County Tax Map No 1000, Section © 3 Block OC'o / Lot C� �Z f Subdivision Filed Map. ` Loot:. Permit No. Date of Permit. Applicant: / h(2 16m E //�_ Fe-c- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature co � agsyi n ED F" Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 3 tom TOWN HALL 4 ` 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. New Construction: Old or Pre-existing Building: " (check one) }— p Location of Property: y�� po,/1/Y�' C7 /y ((l ri1� �( 't" House No. y Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section © 3 Block C9©® 3 Lot 12 0 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: AU Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ q I g D App icant Signature Cu -F ?95y� FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUI ING WNER'S NAME--?�) C - " `; Policy Number Sri - BUIL ING STREETRESS Includin�Apt,Unil,Suite,and/or Bldg.No.)OR P.O. ROUTE AND BOX NO. Company NAIC Number 0 C^v u1 C STA Z P SOY\ PROP RTY D SOK PT N(Lo nd BIQEk Numbers,Tax Parcel Number,Legal Description,etc.) G I BUIL IN USE(e.g., Residential.Nop-residentim.Addition,Accessory,etc. Use a Comments area,I necessary.) LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: �_I GPS(Type): ( nu°-ua'-sa.utt' or ##.###W) �_JI NAD 1927 L—I NAD 1963 __I USGS Quad Map Other SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bt.NFIP COMM TY NAME&COMMUNITY NUMBERB2.CO NTY ME D 63 TATE0.(K 64.MAP AND PANEL B5.SUFFIX6.FIRM IND7.FIRM PANELB8.FLOOD 89. BASE FLOODL A ON( NUMBER _ DATE EFFECTIVE/R VISED DATE ZNE(rg) (Zone AO,use depth of flooding) - L B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. 1__1 FIS Profile 1_1 FIRM 1-1 Community Determined 11 Other(Describe): 811. Indicate the elevation datum used for the BFE in Bg:1_)�NGVD 1929 ]—& NAVD 1988 1-1 Other(Describe): 612.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 1_1 Yes 1X1 No Designation Date:_— _ SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1.Building elevations are based on: I—(Construction Drawings" ]__]Building Under Construction' I &Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number,_(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations-Zones A7-A30, AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,AR/AE,AR/Al-A30,AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specked in Item C2.State the datum used. If the datum is different from the datum used for the BFE in Section B.convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum ConversionL/��o�m�ments__ ___ _ _ _ _ _ __ ______ _ _ ____✓1 _ _ Elevation reference mark used_!��a —_ Does the elevation refer ce mark used appear on the FIRM? ]rte Yes I__]No ❑ a)Top of bottom floor(including basement or enclosure) --_-_ . ft.(m) v ❑ b)Top of next higher floor ___- ft(m) a ❑ c)Bottom of lowest horizontal structural member(V zones only) ______ _ft.(m) g A O d) Attached garage(top of slab) n/ A . ft.(M) E a O e)Lowest elevation of machinery and/or equipment !r w v \ servicing the building(Describe in a Comments area.) _ ft.(m) l ❑ f)Lowest adjacent(finished)grade(LAG) _ ft.(m) z a yN ❑ g)Highest adjacent(finished)grade(HAG) .�ft.(m) ❑ h)No.of permanent openings(flood vents)within 1 ft.above ad scent grade ❑ 1)Total area of all permanent openings(flood vents) in C3.h V 88 sq. in. (sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. t certify that the information in Sections A, B,and C on this certificate represents my best efforts to interpret the data available. l understand that anv false statement may be punishable by fine orim risonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME / _ (.1„ J tiCENS NUMBER O TIL n l• C M ANY mux C . h or ADDRESS CVS ST ZIP COD SI NATUR DA J O-3 LEPH PPKAA Fn A _11 .II II nn CFF RFVFRRF CIr1F ;=OR r'.ONTINI IATIr1N RFP( Ar:F.0 Al I PRFVIr111.Q r:n(T1r1NC IMPORTANT: In these spaces,copy the corresponding Information from Section A_ .For lnsurance Company Use: SUII,GIN S T ADDRESS(Inducting Apt,Unit,Suite,andlor Sk ig.No.)OR P.O.ROUTE AND BOX NO. Policy Number C (l STA ZF COQEConpany.NAI Number Q l7 SECTION D-SURVEYOR,ENGINEER,ORARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenUoompany,and(3)building owner. COMMENTS 3 e - -FLkrnCI_(.e a.nd Cie( +tn;(_ are not I__I Check here H attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1,through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,Section C must be completed. Et.Building Diagram Number—-—(Select the building diagram most similar to the building for which this certificate is being completed- see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is 1—i__I ft-(m)1-1__1in.(cm) 1-1 above or I__I below (check one)the highest adjacent grade. (Use natural grade,S available.) E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is 1-1-1 ft-(m)1-1-11n.(cm)above the highest adjacent grade. Complete Items C3.h and C3.1 on front of farm. E4.For Zone AO only. If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?1_I Yes 1_I No I__I Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,C(Items C3.h and C3.i only),and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A,B, C,and E are correct to the best ormy knowledge. PPERTY OWNER' OR OWN R'S AUTHORIZED REPRES NTATIVE'S NAME RO ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here if attachments _ SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1.11 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.1-1 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.1-1 The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OFCOMPLIANCE/OCCUPANCY SSLIED G7.This permit has been issued for: 1__1 New Construction I__1 Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: . ft.(m)Datum:---________ G9.BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m)Datum:___------- LOCAL ______L AL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMS S I I Check here if attachments FFAAA Fnr A1_11 All nn RFPI ACFR AI I PRF%/Irll IR Fr11Tinti.q o��gpFFO�,rc Town Hall,53095 Main Road 0 • Fax(631)765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold, New York 1.1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ` ✓ Building Permit No. // )�)�j ��� 5� 7 Owner: � /C ((l (Please print) Plumber: Eck A-r—)> Ugt ri�� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 1--fPkfnbers Signature) Sworn to before me this day of LAJY\-C 20(D� REBECCA A VILARDI N NOTARY PUBLIC,STATE OF NEW YORK OUALIFIED IN SUFFOLK COUNTY NO:01 WOMM106 Notary Public, County COMMISSION EXPIRES MARCH 27, OI/J O LrL3rJ'r3cPrJrJrJN11:1,']11g1jJrJ�rJL3fflrJrJcPcPrJrJ�r�rJr�rJ�rJrJrPrJrJ�rJrJ�rJrJr f:21 frJT T 11111i:i J�rJ �rJ�r�r' RRUIr M31IRPRrJI IN fSD BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 tj RICHARD BECK'WITT RICHARD BECK'WITT �5 1710 GOLL POND ROAD 1710 GOLL POND ROAD 5 5 GREENPORT NY, 11944 GREENPORT, VILL, NY 11944 5 Located at 1710 GULL POND ROAD GREENPORT, VILL, NY 11944 C�5 Application Number: 1087556 Certificate Number: 1087556 D1 Section: 035 Block: 0003 Lot: 012.001 Building Permit: BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor,house&studio,Outside, 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 9th Day of May,2003. 5 5 Name CITY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 Sensor 5 0 Smoke 5 5 Appliances and Accessories 5 5 Oven 1 0 7.6 KW 5 Dish Washer 1 0 1.2 KW Water Heater 1 0 4.5 KW 5 Electric Heater Unit 5 0 2 KW 5 5 5 Panels 1 200 13 Wiring and Devices Receptacle 69 0 General Purpose 5 Switch 47 0 General Purpose rj Fixture 26 0 Incandescent rj 5 Dimmers 4 0 5 Lighting track 2 0 FT 5 5 5 Paddle Fan 1 0 seal Receptacle 7 0 GFCI Service S Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 or PLI[3r Pr fflrL3PL?nnrJ'rJrJrJrJ�rJcnrJrJ�rPrJrJrJ�rJrJr�cnrJr�cnr nrJr�rJ�rJ�rJ�rJ�rJr�rPrJrJrJ�cnrJrJ�rJrJrJrJrJ�rJ@nrJ�r�rJ�rl� 05 O rJ�rJr�rlarJ�rJrJ�rJrJrJ�rJ�rPcPrJrJcPrJ�rJrJrJrJ�rJ�rJrJ�PtPrJ�rJ�r�rJ�r�rJ�PrJ�rJ�rJ�rJ�r�rJ�rJ'rJ�L3ffPLPr PEPLPLrJ'rJ'rJ'jMMPM0ffl000'i:P0Mff M 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 C5 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT c7 5 Upon the application of upon premises owned by �S 5 5 RICHARD BECK'WITT RICHARD BECK'WITT 5 1710 GOLL POND ROAD 1710 GOLL POND ROAD 5 5 GREENPORT NY, 11944 GREENPORT, VILL, NY 11944 5 Located at 1710 GULL POND ROAD GREENPORT, VILL, NY 11944 5 55 SCS�CApplication Number: 1087556 Certificate Number: 1087556 CC� c7 Section: 035 Block: 0003 Lot: 012.001 Building Permit: 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: 5 First Floor, Second Floor, house&studio, Outside, 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 9th Day of May,2003. 5 5 Name OTY Rate Rating Circuit Type 5 l Phase 3W Service Rating 400 Amperes 5 5 Service Disconnect: 2 200 cb 5 Meters: 2 5 5 5 5 5 5 5 5 5 5 seal L55' 5 2 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 BUILDING PERMIT REVIEW CHECK LIST DATEREVIEWED: /422/06 APPLICANT NAME: Zeel< DATE SUBMITTED: // / f / « SCTM# --- DISTRICT: 1,000 SECTION: 3s BLOCK: 3 LOT: 12. 1 PROJECT LOCATION STREET: / ,)/d G /� �o o I s// rr CITY: o SUBDIV. NAME: ARCHITECT/ENGINEER: Cl?erp+p - FAST TRACK: ES RNO SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES OR NO NOTES: ZONING: PERMIT ESTIM AMOUNT:_$ ZOox .00 ZONING DISTRICT: R40 8 AC CONFORMING ES OR NO REQUIRED LOT SIZE: SQFT. WHERE ACTUAL LOT SIZE FROM(TAx cARo 14 fe i/s s F ACTUAL LOT SIZE: SQFT. REQUIRED QUIRED REQUIRED FRONT: GD' PROPOSED: /&!+ ' SIDE YD: " 'l-40' PROPOSED:& '//06 ' REAR: 7-Ir' 'PROPOSED: ' LOT COVERAGE:/ OWED:?-0 % EXISTING: sf % NEW: A/P6 sf�% TOTAL: sf % Ace-�j .0 acr - CORNER? YES o NO WAT ER FRONT? YES o 0") DESCRIPTION: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A noncoforming at any time after July 1, 1983.) , lens- 70,• A , / PROJECT DESCRIPTION: ADD ALT 42oReo AGENCY PERMITS REQUIRED FOR REVIEW hIREDED TOWN SPETIC PERMIT: CMPor NO SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): 4• _DTE:L/ 9 /00 PERMIT #:R10-DD-0221 NEW YORK STATE DEC: PRF-DEC 9n/75 YES or SOUTHOLD TOWN TRUSTEES: YES or cr 5�wjl TOWN ZONING BOARD APPROVAL: YES o `- Y e -/fl 1 ad TOWN PLAN. BOARD APPROVAL: YES of NOr�- FLOOD COMPLIANCE ZONE: PRE-FIRM 3n8/80 L #: /76 FLOOD ZONE , NYS ENERGY: YE OR NO : 0,4- EGRESS: VENT: LIGHT: NOTES: «/Jos S nref 99 ♦G '/[[ r/� ✓- // O Wa S` OQa 1 6 NC.J w_.o N/-lAIY'�l , (/ pL OV � L•/ � C/.[-tC,f � Y� /-'Fi�� mac' /f rUf�i fL/ gfGW .Y''. ���/a1 / ` FEE STRUCTURE: FOUNDATION: 3' SF FIRST FLOOR 3/ SF SECOND FLR 33 SF INIT OTHER TOTAL TOTAL: 3 93;� SF FEE FEE FEE TOT 7j( p37 SF)- ( 815(0 SF)= 3a&� SFX $.2G =$ G/�_46+$ ,5--+$ (/Q� _ $ 2 -i47 g45�i �cc /o52s� - 5aU - 5, 92 X • 2a = /196, 0 •, "'( _ 0th!r 0r 3 $e-4s o � �o� , �— �a .� �, ie- e^f Jo-4o.a o �._ I'Ar - (-4cAn .rme ,y/ / l /�u a Me Od ( o.e�y J ` /4,a'f <s / '�O ra Jy/ L!'SS Si o ����/Oi /°Celtr.4rd41 y+j twwry 10 �,UtY/o .�/- �d6 -'/-1,36z0.:s/F� r$ .z - V744 d: 5O�+et _Y1,4 ef�:56o NC, 0 % C v� Xf 6 0 o - = a +a F¢nvT4 v0 F.¢o✓ 4c�D=BACK. ra o T" CHORNO ASSOCIATES44 7ED �AMTECTS•PLANNERS•INTERIOR DESIGN . R'0� l�e5�1m02�0 MAIN ROAD W'2� �y• s= ( OLD,NY 11971 516)765.6530 e fax(516)785 4643 m�• yo .F rzve �o�yCOMPLIANCE WITH 46-16—Bt3l (A) FLOOD—PROOFING CFR/FEMA PROPERTY OF ANTOINETTE BECK CHORNO ASSOCIATES 11/14/2000 architects. planner. Interior design QUAKERTOWN, PENNSYLVANIA APPLICAI ION a PAG[ I of d --- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit it issued. 2. The permit may be revoked if any fake statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY-KNO-VVLEDGE, TRUE AND ACCURATE. (APPLICANTS SlGi4ATURE 1�1/ 7/ DATE—41-001 SECTION 2: PROPOSED DEQ-LOPMENT (To be completed by APPLICAN'n NAME ADDRESS TELEPHONE APPLICANT J15-C, �,f�T�l�'I:7 T� 71CAV- n JhLd��cJ8iN3 %(1� 7��7 BUILDER n ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. PDP(93) APPLIC HON PAGE 2 OF 4 —_--- DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY /STRUCTURE TYPE / IJ New Structure M Resideutial (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residenual (FloodprooCmg? d Yes) d Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition - P ❑ Manufactured (Mobile) Home (In Manu- 11 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill ❑ Mining 0 Drilling lel Grading Cl Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road, Street or edge Construction O Subdivision (New or Expansion) Individual Water or SeMpr System e C3 Other (Please SpectTy) After completing SECTION 2, APPLICA-NT should submit form to Local Administrator for review. SEC'T'ION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No._ . Dated The Proposed Development: ❑ Is NM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year Rood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE III. SUFFOLK COUNTY WATER AUTHORITY Timothy J. Hopkins Administrative Offices: 4060 Sunrise Highway, Oakdale, NY 11769-0901 General Counsel (631)563-0236 Fax(631)563-0370 August 8, 2000 Richard and Antoinette Beck-Witt 37 Jones Road Hampton Bays, NY 11946 Re: Application for water service Guil Pond Lane, SCTM#1000-35-3-12.i and 12.4 Dear Mr. and Mrs. Beck-Witt: You have applied for water service for the above referenced parcels. Our records indicate that the parcels are located within an area of public water service and that water is currently available for the subject parcels. This letter of availability is not to be considered an action by the Suffolk County Water Authority as defined by the New York State Environmental Quality Review Act regulations or a determination that the parcel is approved for building. You are responsible for obtaining any other permits or approvals that may be required for the proposed project. The Suffolk County Water Authority shall not be required to provide water for the project until all required approvals have been obtained. This letter should not be deemed a guarantee of water availability at the time you wish to hook-up and is subject to recission. Please contact the SCWA's Regional Manager in Westhampton at 631-288-1034 for fees and conditions of service. Very truly yours, John.C. Milazzo Attorney cc: Herman J. Miller, Deputy CEO for Operations Steve Romano, Regional Manager 765-1802 BUILDING DEPT. /OUNDATIION SPECTION [ IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES&& CHIMNEY RE ARKS: 106 a ,DATE / INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: -`� c ,DATE S 0 ( INSPECTOR 76S-1802 BUILDING DEPT. I NSPECTIO [ ] FOUN ION IST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: & DATE INSPECTOR;,E�/ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ J FIREPLACE & CHIMNEY RE ARKS G- DATE D INSPECT �kv;- ?74- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLAC CHIM NE REMARKS: DATE le;Q/e��"SPECTO 7651802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: / .17 02 DATE INSPECTO 765-1802 UILDING DEPT. NSPECTION [ ] OUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA HIMNEY REMARKS: I f ,DATE 0 / INSPECTOR FIELD—INSPFfrION=REPORT _____ _ COMMENTS 490 ----- 5- FOUNDATION ( IS ;; �' •�r > y�, b yC= — _° \\ I>;------iii ------ --- ca! FOUNDATION (2ND) -------- ---------_—_____________ ---------------- -------- n II c --_-- II lf— ROUGH FRAME 6 c" PLUMEINGOR u n ii it ,_ H INSULATION PER N. Y. ii A zo STATE ENERGY +— CODE I " �� Llirccd Yl— OF n ' I .C•6_ _ n FINAL 1517n I r2 ADDITIONAL COMMENTS: -3 / 2j // f1-�57a(".� d H � C zL la 0 nu ` ''. BOARD OF HEALTH . . . . . . . . . . . . . . . ----- - -' FORM NO. 1 3 SETS,/OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . -- BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC .. .. . . . . .. . . . . . . . . . . . .. . . . . TEL: 765-1802 TRUSTEES . . . . . . . . . . . . . . . .. . . .. . NOTIFY: p rn / CALL . . . Examined...?1.2�......, 291¢p MAIL TO: . . . . -SI.0_3�5-358�j'. Approved.... a ........ moo,. Pent No. Z &. .................................. Disapproveda/c .................................. .................................. .. . ... ................ (Building Inspector) APPLICATION FOR BUILDING PERMIT / Date. . . . .I-I / .�. . . . 2CL7.0 . INSTRUCTIONS ((( a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be connenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such., permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in *tale or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS BEBE6Y MALE 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 Ia s, 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, housi de, and regulations, and to admit authorized inspectors on premises and in building f r negoff9ary.ins e .. . ... ......................................... (signature of applicant, or name, if a corporation) r�.��xs. , (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ...Q. .�.....................4.'...•. ......`........\...........././..................................................... Name of owner of premises ..f.1,ti V./.c '(A2.eL.I. e...►:!.4..�� .K................................................ (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nave and title of corporate officer) Builders License No. ......................... PlumbersLicense No. ......................... / Electricians License No. ..................... Other TYade's License No. .................... r•�/ 1. location of land on which proposed work will be cbne..G G1.© ( . ..f :!1.�c . ......... ................ ..........................................................C9.lZP-L!� �?. :.��;�:........................ House lumber Street Hamlet County Tic Map No. 1000 Section .....16..... Block ....3........ let ...2 2.1.).... Subdivision ...................................... Filed Map No. ............... tat ............... (Name) State existinguse and occxnp®c�yof�prem�ise�s-}a—nd intended use and occupancyRge.,proposed co;st?�+�iFii� Existing use and occupancy .Y S,i!(:Y..L. .... ,tended use and eccurianev R��a �w fl G,...�a;elllA74 _ S ln�a F �i'< iCym / Z., . I .. .. . . . -.— ............. ...WiALXW ............ ULner WOM ................... ... I........ �� O (Description) 4. EsCilmted Cost �0 J.............. fee ............... ee (to be paid on filing this application) 5. If dwelling, number of dwelling units ............ lumber of dwelling units on each floor ................ Ifgarage, umber of cars ..... ............................... 6. If husiness, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Height ......................... Naber of Stories ...................... Dimensions of sae structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Nmber of Stories VFX (W <<96......... � 3. Dimensions s of entire new construction: Fro(ntZv F :���` Height ................... r o' Stories r1................... c �7 .�). Size of lot: Front r.�../�.�./�.tqP.. Rear ...�.�5. '.�.Y... Dep�tl_h ).. ,�p..�A.....1 10. Date of Nirchase ...p./.l.iTl.I.�QQ.. Nae of Former Owner ..1N)hhYy[^•.m...A•l�/•rvX iF y '1�. Zone or use district in which premises are situated ...9—Te................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: .........�............ 13. Will lot be regraded .... ii 5......... Will excess fill be removedpreluses: YES N) 14. Names of Owner of premisesAIJJ::UN.C.J.tL..iJ.C.LC1 Address .`� ` Fhorhe No6'3!_...1�`! Name of Architect �i:E�! !`?(9..!}5 SD.CrI f�� 5. Address IV.2...}..t .,*WyA001b ff. No. 6� . `7�`V . Yl b /1/ Nam of Contractor ��/1,2ti�.k17.I.IJ.lt.:�......... Address ........ ............1.........Ptwne No. .............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... N3 ...X.... *IF YES, SQIRM TGWN TRUSIEE.S PM4FT HAY BE MAUI ED. PIAT DIAGRAM locate clearly and distinctly all buildings, ebether existing or proposed, and indicate all ser-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. TAIE OF Nal YORK, OMIT OF 1.)U 1L1.l,lY.���.....�.. ...................being duly sworn, deposes and says that be is the applicant Name of individual signing contract) Bove named, 1 I\ feis the ..........Q LY(eY.�............................................................................ (Contractor, agent, corporate officer, etc.) IT said owner or owners, and is dwily authorized to p?rform or have performed the said work and to make and file this pplicatioh; that a.11 statements contained in this application are true to the best of his knowledge and .belief; and hat the work will be performed in the manner set forth in the application filed therewith. me this .orn Lo.fore .. day of Notary R!xlic .........1..':................ "vuA A4.BOHN .... .. ............................ 1KOTAFFYPUBUC,stale OfNMY04 (Signature of Applicant) N0-01806020932 0 all%d in Suffolk Cow& To/n Expires March a,ZO SURVEY OF LOT 4 SN ON - - - N MINOR SUBDIVISION MAP OF LAND SURVEYED FOR LEON MARCUS E 51TUATE: GREENPORT TOWN: SOUTHOLD SUFFOLK COUNTY, NY `. $ SURVEYED RUNE 25, 2000 " AMENDED: 5EPT26, 2000, OCT 30, 2000, JAN, 4, 2001, JAN. 161, 2001, MAR. 26, 2001, vy F. FOUND LOC. 06-1401 SUFFOLK COUNTY TAX Ca0,�,✓. 1000-35-3-12.1 CV_ CERTIFIED TO IN ANTOINETTE BECK PEGONIG A55TRAGT, Inc - FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK I 4 o 0 Nooqt oQ e' rG� SNE 9U _ ��,� " ""s• , P O �0 c^.." J oe mow.° ^r sF O' 1 ilt j�of Ali e. 6� LO pY� 7 No ppa�,a� rk 3 °F�� Op Daps' x o�� a Q}o., 06 N, � o p�WP�ZoYm,, 'u O O OC,/ �C�CO/ y➢a om'. OF %20, NOTES ° �'F',��, • MONUMENT FOUND QBE has " j �("' O PIPE FOUND Pc 0 AREA LOT 4 = 166,986 SF OR 3.68 ACRE'S WATER MAIN SHOWN PER SUFFOLK COUNTY F ! �q�x WATER AUTHORITY MAP 22-5 DEC. 20, 1996 PARCEL RESIDES IN FEMA FLOOD ZONE AE (ELT) A5 ANNOTATED FROM FLOOD INSURANCE RATE MAP TED3e,105CO116 6 ��I�HN- C. EHLERS LAND SURVEYOR GRAPHIC SCALE I"=50' L _ _ �I 6 EAST MAIN STREET N.Y.S.LIC.NO 50202 RNERHEAD,N.Y. 11901 -_----- - - ' 369-8288 Fm 369-8287 ---, REF.-\H-Ip server\d\PR0S\20-185FD.pto ( SURVEY OF LOT 4 \ A5 SHOWN ON MINOR SUBDIVISION rl sI� MAP OF LAND SURVEYED FOR LEON MARCUS �' SITUATE: GREENPORT n� TOWN: SOUTHOLD rP w SUFFOLK COUNTY, NY SURVEYED JUNE 25, 2000 W \� / E AMENDED SEPT26, 2000, � _ OCT 30 2000, JAN 4, 201, yo Fp 1 JAN 16. 2001 oFv 3g` 6=_ ��A -0T` ' ""' 4 ... ..... SUFFOLK COUNTY TAX tt O-pPeowLY � P r r'4y rJ 1000-35-3-121 �P awnm CERTIFIED TO: - ROW OA11I- s OMOLD' TOWN COM ANTOINETTE BECK _ - -- - - - -- .- �F, , 1 PEGONIG ABSTRACT, Inc. -- -- - - - -- f -\ FIDELITY NATIONAL TITLE - - f4 T2S 1,91e NSURANCE COMPANY OF NEW YORK - - 7 TIT, d `Pp 4 i _ _ - � X s. - - -- -- j trFr y iJ� G Peft S pA -- - -VU Up-sOj we -- >oU _ _- 992 v o _ \ ,o _ " ,�'d, �� PRoPosED HOUSE '0�U�0U0r � T � O� �p2c & TEST 3P0 9) IOLC'1 EI e ooO� p a o Hr-0 CF, E' e \0 QS00.? 0� _ - Arq ISS F RU EO d ` TP+ / 0 WDOp _ PROPOSED -- -- ,,' DRY -��' ACCE5SORYi' � e9opOO �Nm Tlryp (7 O BLDG. p - 77 m - ' - - ` l F �� � o NOp O'4J�_+(�N`F�°,�R�%'��o pp ' u'• +60 iP o,o. ,�0" o .00 yb0p0/ yTs mt ' F s T �w c _ o -c- O JO T _ J �C SEPTIC DEI AI;_ nol- LO SGOI2 NOTES • MONUMENT FOUND WE{y D PIPE FOUND m °a I, va' ° AREA LOT 4 re 168,gb6 SF OR 3 H8 ACRES WATER MAIN SHOWN PER SUFFOLK COUNTY 0¢ WATER AUTHORITY MAP 22-5 DEC 20, 1996 =•°=e.e,o, i n`� _ N0 1 c,9�.n »em. 4nlD 5 IF LAND r c III 15 AMNO SCALE M L FLOOD ZONE AE (E 91 JOHN �� �� RGEL RESIDES IN FEMA FHJG AS ANNOTATED FROM FLOOD INSURANCE /p I�Y1V- ��'- -50 6O MAIN STREET �.J L,°.uF1�� IA. I�]Vu,J1CV�V 'E, if Uh, N.Y S.LIC.NO,50202 RTVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\&Ip 8erver\d\PROS\20-185c.pio SURVEY OF LOT 4 AS SHOWN ON \\ �nM1�/J�R MINOR SUBDIVISION ON MGM MAP OF LAND SURVEYED FOR \ COIIAptYEPR�VE a48* K LEON MARCUS -'��w � Tovm CODL SITUATE: GREENPORT N TOWN: SOUTHOLD FFF��� SUFFOLK COUNTY NY o : ` u � J� M xor r _ - J� ox 7 ru r ��oaJ Ca �� w E SURVEYED JUNE 25, 2000 amended 5EPT26, 2000, z-9'o •OCT. 30, 2000 , (jd-O S 5UFFOLK COUNTY TAX a ��t� IN P� ��J�"_("` 1000-35-5-12.1 1 � � CERTIFIED TOi ANTOINETTE BE6K \ PEGONIG ABSTRACT, Inc. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK e �.��, �� T esL Hole -Al 114 V1 4 oe J � r FlE ''" oRrve'+n-r ,_,-' V4 RnePo'-s ,--- /. roc �,� PROP /Q viPSt� m i 1 , oPN doo PROPOSED N House of F- pQi� IN FOLEh`fi m h�\o`F��\NO Ury�eG� �nrvl ll it EIB�ygP- (9 z o oN�� 6 l o / _ -T .0 1 gep. �0� Nb .066 eo O 0p --1 \\O , NPO ��i 0�� d � O�°q is o-o" •/ 000 I�� U i K O 00 OEx yb0�0 p S SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF OONSTRFIO'eCON FORA ONGLE FAMILY RESIDENCE ONLY Hype oe n r o\. DATI30-9 -0 HSREF.NO.�I�'GO -oaf rs, APPROVED FOR MAXIMUM OF BE OMS EXPIRES THREE YEARS FROM DATE OF APPROVAL Ofr°-P p\\r -9c EXCAVATION PNSPEC7'tON RFOR SANITARY SYSTEM Ec�UIRED " BY HEALTH DEPARTM-N7 S-PTIG DE-.AIL not to scale oAEzos� OF NE NOTES: y • MONUMENT FOUND o PIPE FOUND AREA LOT 4 Ibb,986 5F OR 3.H8 AGRES Tp cQ1, Np yp2 Po� WATER MAIAN SHOWN PER SUFFOLK COUNTY .=o.r.e,°. SFO 5J „ NO WATER AUTHORITY MAP 2r2r�-5 DEC, 20, 1996 FEMA FLOOD ZONE - - 53 i5 �sf1',131Syrd »I+jc� Pi--o][- li u'-'I. EHLE)EI'��' LAND SIU➢[�.��0+'E I(4J']F� �� TAS-EI COD IN5URANGE ��'•'7N d01d74 RATE MAP 36103GOIT66 '1� 'll ld� 4E 1�0 QQQ7 6 EAST MAIN STREET N.Y.S.LIC NO.50202 GRAPHIC SCALE 1"=50' RNERHE,AD,N Y. 11901 369-8288 Fax 369-8287 REF.-\\HP SERVER\D\PROS\20-185B.pro �ar�ss - - _ _ _ SURVEY OF LOT 4 AS SHOWN ON MINOR SUBDIVISION ON G, Froum_ MAP OF LAND SURVEYED FOR0460 COMPLYwITH OHAPTER r pl ' LEON MARCUS 9 FLOOD DAMAGE PREVENTION SITUATE: GREENPORT h'-, 3 SOUTHOLD TOWN CODE N TOYJN: SOUTHOLD SUFFOLK COUNTY, NY of \No \ ✓__ / 4 SURVEYED JUNE 2000 amended SEPT26, 2000, 2 Or 30, 2000, JAN, 4, R E 2001 s SUFFOLK COUNTY TAX n 1000-35-3-121 7 _ CERTIFIED TO; O°L o'�'ti��'r"`�� � ANTOINETTE SEE< 5�. FE ABSTRATPA CT, Inc. FIDELITY NATIONAL TITLE a INSURANCE COMPANY OF NEW YORK \ Test Hole � vV 7 911,11 I'll, A cl E + O \0?-1s't7P ` 0 ' �cf� '3 I"L� �� °� PROPOSED HOUSE �pyF or rug Al 008E i oPPF�Qy s+ cV o O� T a7 FSA tr _ TEST �q ��Lv 5 Cl0 °p P °P i +D7" ¢ O / 0 GG e° F''nY W`; n cul .o 5��� Y _� rFOLe "� Y.��, (o p y�RE Pv 0 °i`� o r. Q p L o Pe` E I - 16 \ + \ \^ P.b� ({` c .o✓` �F i �\�` OQO ° Ppe �' OrG bb 00 � 00� �E 3 �� o p�1 f 9 n'�� NF10N Op tRl -1 losrowsR� Z�U �' 005- - 0000 �, 1 o. 00„W �/ � ops a 1 WO ��pp�V O000A - l� SW v0� otPNoS Vy, 0 •' N Py Pp No��2•t.5 m I o i AI5 a TT �t� :00 SEPTIC DETAIL not Lo scale5 g:poaEo X02 _ NOTES a” 6IIU °t p:\ Iia✓Y° 'N ) ^ • MONUMENT FOUND v G PIPE FOUND po ma ��: oe �e�°e"' J ii'f°e°m 1,7 q){/3 '0�1'•% mee vie AREA LOT 4 168,986 SF OR 3 88 ACRES WATER MAIAN SHOWN PER SUFFOLK COUNTY WATER AUTHORITY MAP 22-S DEG, 20, 1996FEMA FLOOD ZONE AE (ELq) r, 7, AS ANNOTATED FROM FLOOD INSURANCE ,—�_ C)IFIT C-1. 11�',�[�[]L]I IJ l Icy L�G>,ND Si'11JR tl�E R OR RATE MAP 36103GOI16 6 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SCALE "=50' —_ I RIVERHEAD,N.Y. ]1901 369-8288 Fax 369-8287 REF.-\\HP SERVER\D\PROS\20-185c.pro SURVEY OF LOT 4 N AS SHOWN ON MINOR 5UBDIVI510N MAP OF LAND SURVEYED FOR 2 W E LEON MARCUS w 51TUATE: GREENPORT S TOWN: 5OUTHOLD y o o A > 5UFFOLK COUNTY, NY 6� SURVEYED JUNE 25, 2000 r 0 AMENDED 2000, OT26N, 200OGT 50, 2001, JAN 16, 2001, MAR. 25, 2001, FOUND LOG. 06-14-01, -pOj0 Al FINAL 05-25-03 Gp G�✓ y ` N 00Q'� I\ lug SUFFOLK COUNTY TAX 1000-35-5-12 16 °0 CERTIFIED TO 444 0 w �L P)ANTOINETTE BECK �4 PEGONIG ABSTRACT, Inc FIDELITY NATIONAL TITLE _ _ `, INSURANCE COMPANY OF NEW YORK F \ O G FI Az m. F Q s 4 SEPTIC DETAIL F SCALE I"= 30' `"Y >O O°lIr ,.� AO ¢ P r� .;sp fir' a 6'� p0� , /�� °•', ^ N w. v' /h'O ovyy2v�' .flp �O°p. . yea rn, r °� I °O _ ¢ -r %4 NOTES �-'.\ °�E�P,O fI,-W "' o,P�'�, ■ MONUMENT FOUND �w ;, Du'. ','j- NO O PIPE FOUND .�J� �--' ( iS\ �,P ,a•o e".,°',a nD9 c_J � yQ Fo AREA LOT 4 = 168,966 5F OR 3.66 AGREE WATER MAIN SHOWN PER SUFFOLK COUNTY WATER AUTHORITY MAP 22-5 DC-G. 20, 1996 PARGEL RESIDES IN FEMA FLOOD ZONE AE (EL9) AS ANNOTATED FROM FLOOD INSURANCE �;,�LAW©�' JOHN C. EHLERS LAND SURVEYOR c RATE MAP 36103GOI16 6 GRAPHIC SCALE 1"=5D' 6EAST MAD,STREET N.Y.S.LIC.NO.50202 RIVERIEAD,N.Y. 11901 369-8288 Fac 369-8287 REF.-\\I-Ip ser cM\PROS\20-185FD.peo � Fes= FLOODZONB _`�_ COMPLY WITH CHAPTER""" FLOOD DAMAGE PREVENTION SOU/THOLD' TOWN CODE 2 / VCT, C a �t� o,/TN N GSCr TOW CCG_ � 6 2 LOG GABLE A„p F,uv ks 1'c ✓"'c`1' � 4 > l licca ( s..r�� As .rc['fur eco CRICKET 12 12 3) lc uaic �s,—qW^ A% �5 5/8 �3 -��Z S 7rtnu,e�n SflQ.o,.+cToa c!= ♦o - tC�Uc y LOG GABLE 5t.+-a/ 7,P of ra✓pA•+no_' �E4eOA7 SEE NOTE A: 12 TOP OF LOG WALL UJ N O --- r0 a FLOOR LINE 8"R LOG SIDING OCCURANCY OR USE IS UNLAWFUL FRONT ELEVATION V ,'@C' I'DOU CERTIFICATE APPROVED AS NOTED p q� DATE: q I/4" , I'-O" OF OCCUPAIrCY FEE: BNZL�7-=— NOTIFY BUILDING DEPARTMENT AT GENERAL NOTES 765-1802 B AM TO 4 PM FOR THE FOLLOWING INSPECTIONS PROVIDE 1/, HR. FIRE 1. FOUNDATION - TWO REQUIRED 1. ASSU ✓IED SOIL BEARING CAPACITY : 2,000 PSF RATED SEPARATION TO FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PART. 717.3 (f) (1) OF a. INSULATION 2. CONCRETE TO BE REINFORCED AS INDICATED IN DRAWINGS, N.Y. STATE BUILDING CODE. a. FINAL . TE FOR Mu::l 3,000 LBS 28 DAYS TEST. BE COMPLEETE FOR C.O. ALL CONSTRUCTION SNALL MEET 3. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. THE RE OF THE NY. STATE COONSTRNSTR UCCTITI ON & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN LOADS AREAS AS FOLLOWS PER SQUARE FEET. _ PROVIDE SMOKE-OETECTING DESIGN OR CONSTRUCTION ERRORS III OOoa ALARM DEVICES o000 LOCF'FION LIVE DEAD DEFLECTION LIMIT NOTE A: AS TO PART.721.1 PO IF THE -.. TOMER 15 PURCHASING JBLS N•Y.S BUILDING CODE. O� FIRST FLOOR 40 LBS. 10 LBS. L/360 5HINGLi:d, IN ORDER FOR THE WARRANTY PROVIDE ANTI-SCALD AND/OR O SECOND FLOOR 40 LBS 10 LBS. LJ360 TO BE GOOD ON ROOF PITGHE5 LE55 ATTIC (NON STOR) 10 LBS 5 LBS U240 THAN A 4/12 PITCH, YOU ARE REQUIRED DEVICES SHOCK PREVENTING ROOF(W/FIN:CLG)SNOW 20 LBS 15 LBS U240 TO USE TWO LAYERS OF FELT OVER THE DEVICES AS TO PART. COD x) ROOF(NO FIN.CLG)SNOW20 LBS 7 LBS L/180 ENTIRE ROOF UNDER QUESTION. STARTING PROVIDE '/, HR. FIRE N.Y.STATE BUILDING CODE. WITH AN 18" STRIP ALONG THE EAVE AND RATED SEPARATION TO 12 4. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CONTINUING WITH A FULL 36" HIDE SHEETS PART. 717.3 (f) (1) OF CODE AND ANY APPLICABLE LOCAL CODES OVERLAPPING lW OVER THE PREGEDING b SHEET UNTIL THE ENTIRE DEGK 15 COVERED. N.Y. STATE BUILDING (:ODE. PLUMBING 5. INDOOR DESIGN TEMPERATURE SHALL BE MAX. 72" F. FOR ALL PLUMBING WASTE HEATING AND MIN. 78' F. COOLING BASED ON 10" F. WINTER AND . _ &WATER LINES NEED ",:'1'�i, 68 " F. SUMMER TEMP LISTED IN THE NYS ENERGY CODE. PROVIDE OPENINGS FOR TESTING BEFORE COVERING 6. ALL EXPOSED HOT WATER PIPING AND OR HEATING DUCTS TO BE EMERGENCY ESCAPE AS INSULATED AS PER THE NYS ENERGY CODE. REQUIRED BY PART. 714 OF 7. ALL CONSTRUCTION IS 10 BE IN ACCORDANCE WITH PREVAILING N.Y. STATE BUILDING CODE. PLUMBER CERTIF/CATIOP! CODES AND STANDARDS. ON LEAD CONTENT BEFORE UNDERWRITERS CERTIFICATE CERTIFICATE OF OCCUPANCY _ 8. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIRED REQUIREMENTS OF THE NYS BUILDING CODE. VERIFY ANY LOCALSUPpLy SOLDER USED/N WATER CANNOT REQUIREMENTS WITH THE ENFORCING OFFICES, AND MAKE EXCEED SYSTEM 1%LEAD THE VARIATIONS AND ADJUSTMENTS THAT MAY BE REQUIRED. EXCEED 2/10 OF 1%LEAD. 9. ARC -.ITECT INDEMNIFICATION: If copper tubing is used ARC rhTECT NOT TO BE HELD RESPONSIBLE FOR CONSTRUCTION for Water distributing OF HIS PROJECT, SINCE NO CONSTRUCTION SUPERVISION IS TO system; piping shall be BE PROVIDED BY THE ARCHITECT, RESPONSIBLE ONLY FOR of types K or L only COMPLIANCE OF DRAWINGS WITH APPLICABLE SAFETY STRUCTURAL AND ENERGY REGULATIONS. UNDERWRITERS CERTIFICATE REQUIRED R AND U VALUE CALCULATIONS o 0 WALL DO NOT PROCEED WITH FRAMING UNTIL SURVEY D ) m R1 C HT ELEVATION 1/4" = 1'-0° EXTERIOR AIR FILM .17 OF FOUNDATION LOCATION m SOLID LOG WALL 14.00 HAS BEEN APPROVED. INTERIOR AIR FILM .68 w R VALUE U VALUE 0.067 J I M BARNA L05 SYSTEMS CEILING CHORNG ASSOCIA71EG ARCHITECTS°PLALINERS�INTERIOR(DESIGN ���F q ARD C USTOM ANTO l NETTE BEGK 5 B. C ' .tip EXTERIOR AIR FILM 61 51020 MAIN ROAD `• HO9. P.O. 30# FELT .12 SOUTHOLD,NY 11971 x Q 2' n TERRY NUMBER: 5g08105 DATE:b11 100 ASPHALT SHINGLES qq (516)765-6530 i d+i °: DRAWN GHEGKED ASP SHEATHING Paz(515)'ss nfi�5 N. �7❑I JP'/J�� EIDA BY: SG5 BY: TDM 112 "15 /1 FELT 1.06 9T °s 5 '• oer RIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND GOMPANY RIGID INSULATION 20.00 0 D P.O. BOX 4529, ONEIDA TENNESSEE 31841 T & G SHEATHING ,44 INTERIOR AIR FILM ,61 DUE TO VARIANCE IN LOCAL GODES/GOVERANGE5 JIM BARNA LOG SYSTEMS APES NO HARRANTY Los 5Y51EM5 EVATION5 423-56q-555q AGAP # ABEGKI AS TO PLANS 6ONFORMANGE. HE CUSTOMER 15 RESPONSIBLE FOR APPROVAL BY A. LIGEN5ED R VALUE IN5PEGTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN HE PLANS SHALL BE M PAGE # 1 U VALUE 2 0.042 P OGEEDING WITH THATTPORTTIION OFBWORK. THESE PLANS ARE 1 HE PROPERTY OF JBLLSE HE SISN of cuq I ot Scale drowingsl Printed dimensions supersede all scale factors LOG GABLE 12 12 2 14 6 55/8 LOG GABLE t 12 1 � T [7 0 REAR ELEVATION 1/4" = ,'-0„ FL00DZONB 4r-? commy WITH CHAPTER"46" FLOOD DAWAOS PREVENTION SOMOLD' TOWN CODE. � z opo 4 NOTE A: IF THE GU5TOMER 15 PUF•,HA51NG JBL5 5HINGLE5, IN ORDER FCR THE WARRANTY TO BE GOOD ON ROOF PITCHES LESS THAN A 4/12 PITCH, YOU ARE REQUIRED TO USE TWO LAYERS OF FELT OVER THE ENTIRE ROOF UNDER QUE5TION. STARTING WITH AN 18" STRIP ALONG THE EAVE AND LOG GABLE CONTINUING WITH A FULL 36' WIDE SHEETS OVERLAPPING Iq" OVER THE PREGEOING SHEET UNTIL THE ENTIRE DECK 15 GOVERED. 12 �6 TOP OF LOG WALL J a� N � O K d) FLOOR LINE I s LEFT ELEVATION 1/'4" -O" 0 u, N } W K J 1 M BARNA L05 5Y5TEY5 EB �hoGU5[DEALER; OR. ANTOI NETTS BECK w e° pi n D. TERRY0051/83 DATE:b/Ib/00 DRAWN GHEGKEO TyeV7ONEIDA BY: SG5 BY: TDM ell iS�SVlSOPYRIGHT Igg2, ALL RIGHTS RESERVED BY: BARNA AND COMPANY 5 D P.O. BOX 452q, ONEIDA TENNESSEE 31841 DUE TO VARIANCE IN LOCAL GODE5/GOVENANGE5 JIM BARKA LOG SYSTEMS M E5 NO WARRANTY LOS SYSTEMS AGAR ABEGK2 A5 TO PLANS CONFORMANCE. THE CUSTOMER IS RESPON5IBILE FOR APPROVAL BY A LICENSEDG ELEVATIONS 423-56q-855qINSPECTOR AND/OR ENGINEER IF REQUIRED ANY DI5GREPAWGIE5 IN THE PLANS SHALL BE TOM PAGE # 2 BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS PE51CN DEPARTMENT BEFORE THE 5I6N of QUAL) Y TM PROGEEDIN5 WITH THAT PORTION OF WORK THESE PLANS ARE THE PROPERTY OF JBLS Do not scale drawings] Printed dlmenslons supersede all scale Factors FLOOD= COMPLYwRH CHWTER"48• FLOOD DAM CE PREVENTION EOIlTHOLD• TOWN CODE. 99'-2" 16-4" 31'-2" 0 L - � - - - - - - - - - - - - - - - - - - - - - - - - - - 8" CMU FND ON - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2-2X10 RIM JST. 1 yi 8X24 CONT. FTG 9 ° o OP.T. SILL TYP. _ _ 1 — — — — — — — — — — 1,41.J44#4 REBAR IX_ BRIDGING m '� E '� '� 2 3._5:: g:_b:: g:_1:: 5:_3:: 5,_10:: 3 5:_3:: b:_3.. b:_2:: b:_2:. b._3:. 6._4:: r — — 7 r — — r r — — r r — — I r — — � r — — r F — - - J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � L _ — — J L — - — J � L — — J L— —— J L — t — J L — — — J V � L — — — J L — — — J � L — — — J L — — — J � L - - — J ' m r —— —r GMU PIER ON BEAM POCKET FOR o o o 's N 3-2X12 GIRDER _ ° 3-2X12 GIRDER .� ° ° 3-2X12 GIRDER L _ — — J DROPPED 36X36X12 FTG W/ DROPPED GIRDER . m DROPPED DROPPED #4 REBAR ® 8" Q.G — — o 8" GMU FND ON o 0 0 y y L8" GMU FND ON Pn 2'-8" 0 ° o ° 0 3 8X24 GONT.¢4f 3 3 8X24 CONT. FTG - co - WW 44 REBAR • • L L - - - - - - - - - - - - - - - - - - - L L - - - - - - - - - - - - - - - - - - - - - - - W/344 REBAR I I a 'T 12" THK. F.P. FTG 3'-8" 15'-0" m 2X10 P.T. SILL ;° W/ 12" EXT. d #4 b °I � o a m g 12" O.G. EA. WAY o '-4" 3'-9" -4" 'OII g g g ® PORCH d DECKS I o L - - - - - - - - - - - - - - - - - - - - - r- - r — I L - - J da P.T. POST ON n n 24X24X10 FTG W/ — — — 2X10 P.T. 344 REBAR EA. WAY - - - - - - - - - - - - - - - - -J END 15T - - - - - - - - - J _ I J � — . _ J i r l L - - - 5'-II" L I— - ----- -- ox 1 0 o i L J Lt -1 2-2X10 HDR P.i. - - - - - - - - - - - - - o o I '? I W/ 2X2 LEDGERdz - 2-2X10 HDR P.T2-2X1O HDR P.T. '# I U-9" 1, 6-5" 8'-2" 9'-4" I W/ 2-2X2 LEDGER $ W/2-2X2 LEDGER L - - - -- - - - - - L 1 0 -- � i---- ----- I I I sq 2X10 P.T. 2-2X10 HDR P.T. END LIST P.T. P05T ON W/ 2X2 LEDGER GONG BASE Q ` - ------- - ---- ---Q -------- Q 1 - ----- 1 Ql - - f , \ T \ 7— \ /— \ T— \ 7----- ----� &-6" b'-6" 8'-10" FOUNnATI ON 114" = 1'-0" (C � ^ Y Y �� � / NOTES FOR GRAWLSPAGE=PIITORI—ALONLY. I�YY I. FOUNDATION SHOWN 1FOUNDATION SHOULD BELIGEN5ED ENGINEER FO 2. A55UMED SOIL BEARING CAPACITY 2000 P5F. 3. ALL GONGRETE SHALL BE 3000 P5L 4. PROVIDE AGGE55 AND VENTS A5 PER GODE. 5. FLOOR SYSTEM 15 RATED U51NG #2 5YP. 6. DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITION WALLS. 1. ALL EXPOSED FRAMING ON PORCHES AND DEGK5 SHALL BE PRE55DRE TREATED. 8. MASONRY PIERS OVER 32" TALL SHALL BE IbXlb WIDE. 9. IF A STONE VENEER 15 USED ON THE FOUNDATION WALL, DO NOT GHANGE THE FOUNDATION DIMEN51ONS THE VENEER'. WILL GO OUTSIDE THE FOUNDATION DIMENSIONS JIM 5ARNA LOO 5`I'5TEMS LISTED ON THE FOUNDATION PLAN. �ED aR gGiUSTOM ANTOINETTE BECK C P.O. TERRY NUMBER 38081/83 DATE 1016100 DRAWN GHEGKED IDA eY: BEE, BY. TDM IGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY '4 :01.9 75°. 'yO �DD //S�M�D ��QQ N EVd D�,Yf�1lS?�4 P.O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANGE IN LOCAL GODE5/GOVENANGE5 JIM BARNA AKY5 MAKE5 NO WARRANTY Los SYSTEMSUNDATION 423-569-8559 AGA[) #ABEGK3 A5 TO PLANS GONFORMANGE. THE GU5TOMER 15 RE5PON51BLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY D15GREPANGIES IN THE PLAN5 SHALL BE PAGE # 3 BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE THE SisN of qUALln m PROGEEOING WITH THAT PORTION OF WORK. THE5E PLANS ARE THE PROPERTY OF JBLS Do not scale drawings[ Printed dimensions supersede all Scale Factors 52'-0" 16'-0" i B 3046 30b5 30210 / 10 0 00 L — Fv 3060 3052 TWIN 3046 o 00mu 1 BEDROOM #3 LOG ENDS 0 o BEDROOM #4 0a 1 u'-s" x 9'-4" o 12'-2" X 9'-4" g 1 1 BEDROOM #1 BATH #2 0 1 W.I.G. I W-1r X b'-5" b'-O" X 9,_4..1 1 1 S,rO�� x b'_5"I — GIRDER ABOVE KITCHEN 1 Oo lb'-5' X 12'-4" 1 GANG STUD FOR II- - - - -II 2666 2468 2bba — — IBR 14 a" � GREAT ROOM � � I RIDGE 5JPPORT 3068 — 12'-1" X 14'-a" GIRDER ABOVE / / m 2466 2bba o WIG 4'-2" X 3'-2"— LOFT LINE ABOVE d) / `�—° 1 IZ BATS #1 473" x 3r2" 3068 ry / N '_O" x 5•_0" m o 2668 v bXb POST GARRY BEAM ABOVE_., I O GANG 51-1.10 OR o Q / RIDGE SUPPORT 1 m CARRY BEAM ABOVE 14'-4" BEA BOVE DINING 26ba 14'-4" X 10'-4" BEOM #5 3052 TWIN 3066 \ 1 , X 9'_l" 1 2 Ib'-4" \vpl 6046 UNIT WALKOUT BAY ELD OUT BEDROOM #2 LO €aDs PORGH a" x a'-b^ LIVING ROOM r 3046 WIN 3046 DEGK 0 PREFAB IWALL 0 DECK Ib'-0" STIFFENER 34'-b" b06a 5WINGER 6068 SWINGER B // 0 ire 4 DECK 9X32= s" i'rx/6 -5F goxS2 = 168011," 3ro't SF 2 2 pp st FLOOD PLAN 1/4' = 1'-0" ✓J�1J�ao,4s _ 0 0 a 0 m w m 0 w N_ JN M BARNA L05 5Y57MS CUSTOM PLANS FOR. ANTO I NETTE BEGK DEALER D. TERRY P.O. 5g0bllP33 DATEZ/IBJ/OO GOOR- DRAWN GHEGKED a 70217v� DINATOR:ONEVA BY: SGS Br: TDM Nom' eGOPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY P.O. BOX 4529, ONEIDA TENNESSEE 31641 DUE TO VARIANCE IN LOCAL GODE5/COVENANCE5 JIM BARNA LOG 5 5 M5 MAKES NO WARRANTY Los 5r5TEM5 423-5b9-a559 DRAw1NG.PLAN AGAR *ABEGK4 A5 TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPONSIBLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY OISCREPANGIE5 IN THE PLANS SHALL BE CUSTOM PAGE u 4 BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DESIGN DEPARTMENT BEFORE —TWE 5IGN of aUALNY w PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBL5. Do not scale drowingsl Printed dimenslom supersede all scale Factors 52'_0" Ib'-O" 31'-b" 24'-3" 3-6" 5'-6" 3'-6" 4'-0" 6'-b" 3'-6' b'-O" 3'-6" 6'-8" 13'-I" 3'-b" 4'-9" 3046 3068 30210 0 12'-10 I/2" l'-O" 2'-2" 11'-b 1/2" Il'-I" N 3068 3052 TWIN 3046 rcm -��' o -mom' FIELD GUT 5 1/2" WALL I I LOG ENDS m ski a m I - 4'-11" 4'-21/2" 3'-2" 3'-0" 3'-0" 3'-2" _� 13'-31/2' 6 5'-0" 12'-1 1/2" � •o o � ry I o v 6XIO GIRDER JACK 2'-4 1/2' JACK 3'-8" 8'-8" 2668 - 2468 2668 3068 JACK F 6X10 GIRDER / _ m 2468 2668 o ry JAGK( - ANGLE BRAG o ,� (4 PLACES) _� JACK / — v 3068 2668 6X6 P05T ry 6X10 CARRY BEAM 5:_g.. W/ JACK Nk' Fv v p n r 4 = 6X10 CARRY BEAM W/ I I 6XI ARRY BEAM W/ `�' rcm 6X8 BEAM ABOVE bX8 BE ABOVE 2668 JACK Il'-1" IT-4 1/2" IT-3" 5 1/2" WALL 3052 TWIN 3068 Q 046 UNIT WALKOU /(3A I o 71 FIELD GUT iN `— LOG EN05 / ea /3046 3046 TWIN 3046 0 PREFAB WALL - STIFFENER 6068 SWINGER 60Fr8 SWINGER 3'-6" IO'-0" I'-6' b'-l" 1'-10" 6'-l" 1'-b" 51-4" 6:-8" 5'-0" I'-T' 6:-5" 8'-O" -6" 6:-8" 3'4," 3'-b" '-4"1 4'-9" 12:-4:: NOTE: 1y, 5 L LL FRAM I N& V4° = 1'-O" THE OWNER CON RAGTOR MUST LL -131-5 HOMES ARE INSU FOR ES HATIT E w1NDER5 HOME 15 BUILT IN AGGORDANGE WITH THE GONSTRUGTION METHODS ILLUSTRATED IN THE JBLS STANDARD DETAILS PROVIDED. 0" MIN. ALL SETTLING JAGK5 ARE BEARING POINTS AND MUST BE LOGATED OVER P05T OR GANG STUDS. ` THESE LOGATION5 MUST CORRESPOND WITH BEARING 6" MIN. POINTS IN THE FOUNDATION SYSTEM, ALL INTERIOR PARTITION WALLS SHOWN ARE 3 I/2" UNLESS OTHERWISE NOTED. WINDER DETAIL 5 SCALE : N.T.5. J I M 5ARNA LOO SYSTEMS GU5TOM A C C C S. q0y PLANS FOR. ANTO I NETTi= BLGK h w.=E DEALER. D. TERRY P.O. 38081/83 DATE 10/b/00 DOOR- DRAWN CHECKED DIRATOR:ONEIDA BY. BEB BY. TDM COPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY 9TH;. 7 P.O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANGE IN LOCAL GOOE5/60VENANGE5 JIM BARNA LOG 5Y5TE 5 AKE5 NO WARRANTY L065r5reM5 OR,wING:FRAMIN6 423-569-8559 AGAR #ABEGK5 AS TO PLANS GONFORMANGE. THE GU5TOMER 15 RESPONSIBLE FOR APPROVAL BY A LIGEN5ED INSPECTOR AND/OR ENGINEER IF REQUIRED ANY 015GREPANGIES IN THE PLANS SHALL BE GU5TOM PAGE # 5 BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DESIGN DEPARTMENT BEFORE TI GIGN aF r�1+1AL1 m PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBLS. Do not scale drawln9sl Printed dimenslgns Supersede qll scale factors 521-011 GABLE GABLE 3046 --------- -- -- ---- -- -- -- 4 I 5' WALL HE16HT N G II G ----- -------- -- — 10 I I I I I I to II LOFT II II I n'-O^ X 9'-2° I I I l' WALL HEIGHT OPEN TO BELOW I I I I WALL TIE W II I II II I I I v I RAILING I I KING POST I I I WALL5 BELOW BREEZEWAY I I GANG STUD FOR I I BELOW O m I I RIDGE SUPPORT WALLS BELOW II I GANG STUD FOR I I I GANG STUD FOR o `J` RIDGE SUPPORT RIDGE SUPPORT Q LOWER COLLAR I WALL TIE W/ I TIES THIS AREA I o I CARRY BEAM BELOW I I I v I I bX6 POST FOR RAILING KING P05T WALLS BELOW I I OPEN TO BELOW RIDGE SUPPORT R II m I I I I CARRY BEAM BELOW -I— GARRY BEAM BELOW 1 1 I I j -- - - - -�----- - -- — —————— —— ——— —— ——— ——— I I I OPEN TO BELOW I � � I I - -- ---- ----------- -- -- WALL TIE ru r--- ----------- ------- I I KING P05T I I I I I I I I Q I I PREFAB WALL STIFFENER I I I I TRAP OLA55 TRAP 6LA55 Il'-O" 18'-0" Il'-O° 34'-6" 13'-0" GABLE GABLE 52'-0" 4l'-b° �F 44- 3`1X13 = ¢g2 .s.= 2 31<0 z ??I S f 2nd r-LOOR PLAN 1/4" = 1'-0" g3 � 0 0 0 m w m 0 w ?N? UJ K J 1 M 15ARNA L05 5Y57EM5 �����Eq Aoc T CUSTOM PLANS FOR. ANTOINETTE BEGK B. C hi DEALER: D. TERRY NUMBER: 3g0b11b3 DATE:5118/00 DOOR- DRAWN CHECKED DINATOR:ONEIDA BY: SGS BY: TDM w� %� Qr lS lSVB GOPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY 9Je'�19150 .'p RAM � ° o P O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANCE IN LOCAL GOOE5/GOVENANGE5 JIM BARNA L06 5Y5TE AKES NO WARRANTY Los 5Y5TEM5 DRAWING:PLAN 423-569-8559 AGAD # ABEGKb A5 TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPONSIBLE FOR APPROVAL BY A LICENSED IN5PEGTOR AND/OR ENGINEER IF REGIUIRED.ANY DI5GREPANGIES IN THE PLANS SHALL BEGU5TOM PAGE # FJ BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DESIGN DEPARTMENT BEFORE THE 5I6N of GUALITY TM PROGEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF J51-5. Do not scale drawings) Printed dimensions supersede all scale Factors GABLE GABLE 1:_3:: 3:_b:: 3046 --------------------- - ---------------- -- -- II II � IIII ---- - - -------- - ---- - -------- - II II II II II I II b II II I II m o ii II I 1 II I 3'-9" 8'-1" WALL KING POST I WALLS BELOW I GANG STUD FOR I w WALLS BELOW o m I RIDGE SUPPORT GANG STUD FOR 1 GANG STUD FOR I o w RIDGE SUPPORT 1 1 RIDGE SUPPORT Q m I I rv < 1 "' I f`ry I LOWER GOLLAR I I TIES THIS AREA WALLS BELOW I p WALL TIE W/ bXb P05T FOR KING RIDGE SUPPORT P05T I I j4 6X10 CARRY BEAM W/ 1 91-0" 5-2" 6X10 GARRY BEAM W/ bX8 BEAM ABOVE 1 1 ISI 6X8 BEAM ABOVE II I - -- - --��----- -- ------ --- - ----- - II II I II 1 o I I II I ° I I ----- ------ ---- -- -- ---1 WALL TIE W/ r--- ---------- ------- - I KING P05T I I I 1 I I I I I I I d PREFAB WALL I STIFFENER I 1 I 1 TRAP GLASS TRAP CLASS I'-b" 6'-T' I'-10" IT-O:: 18:_0" IT_01 34'_b" 131_0" GABLE GABLE 52'-0" 4-1'_b:: 99'_6 2nd WALL r-RAMI NG 114" = 1'-0" J I M 5AIRNA L06 5Y57EM5 ��aEB AROy P�AN5 FOR: ANTOINETTE BECK c� �f,� ONOp�T," 1 1 PO. Lu " Z n �..+J DEALER: D. TERRY NUMBER: 39081/83 DATE:10/6/00 DOOR- DRAWN CHECKED DINATOR:ONEIDA BY. BEB BY: TDM [AA GOPYRIGHT 1992, ALL RIGHTS RESERVED BY. BARNA AND GOMPANY P O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANGE IN LOCAL GODE5/GOVENANGE5 JIM BARNA LOG 5Y5TEM5 MAKES NO WARRANTY 06 5Y5TEM5 01)RANIN&FIRAMING 423-569-8559 Ar AP # A5EGK7 A5 TO PLANS GONFORMANCE. THE CU5TOMER 15 RESPONSIBLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED.ANY DISGREPANGIE5 IN THE PLANS SHALL BE CUSTOM PAGE # l BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DE5I6N DEPARTMENT BEFORE THE SIGN of GYIALIT' m PROGEEDIN6 WITH THAT PORTION OF WORK. THESE PLAN5 ARE THE PROPERTY OF JBLS. Do not scale drawlnysl Printed dimen5lans supersede all scale factors 11 2'-1" 4'-0" 1'-q" 1'-8" b'-O" 2'-0" r-------------------- — -- ---- — ------------ ------- -- ------ - ------1 I I I II II I III II -- -- --------- ------- -- ----- -- ---- -- - - ---- -- - 14X8 BEAMS ® 24" O.G. I I I I I UNI 55 NOTED OTHERWISE I � II II j II I II I I II II I II 6X10 GIRDER i 4 6X10 GIRDERju I I JACK I ry I JAGK i 6X10 CARRY BEAM H I KNIV PI0EWKING I I JAGK I 2 12F U5H I I ANGLE BRAGS ALIGN WITH I (4 PLACES) ALIGN WITH RAFTER ABRAFTER ABOVE OVE I I I FH 6X6 POST I I I JACK II I I I 2X12 FLUSH I I N/ JACK I I I 6X8 BEAM ABOVE I I I bX8 BEAM ABOVE I I I A 6X10 CARRY BEAM I JAGK I A 6X10 CARRY BEAM I II I I I ° II II I I I I I I I I 2X4 CEILING JST. I I I II II I I I I I I ® 16" O.C.WAI K N L P05� I -- -- ----------------- - ALIGN WITH � r -- - ------------ RAFTER ABOVEJ � � I I I L - - --- - - ----- - - - - � I I I I PREFAB WALL I STIFFENER I I I I I L ---- -- ------ ---- -------i [THESE TE: BEAM5 ARE RATED 2nd FLOOR FRAMING 1/4" = 1'-O" H THESE LIVE 6 DEAD LOADS (� M LAY®U�) E LOAD = 40 P5FAD LOAD = l0 P5F JIM BARNA L05 5Y5TFM5 0�t '/ A,, cuSTOM ANTOINETTE BECK \c�� PLANS FOR: P.O. w'2 2'nDEALER D. TERRY NUMBER: J�IOPJ IBJ DATE: O16I00 GOOR- DRAWN CHECKED DINATOR:ONEIDA BY: BEB BY. TDM GOPYRIGHT Igg2, ALL RIGHTS RESERVED BY: BARNA AND COMPANY °i9N� +o PO. BOX 452q, ONEIDA TENNESSEE 37841 DUE TO VARIANCE IN LOCAL GODE5/COVENANCE5 JIM LOG SYSTEMS MAKES NO WARRANTYAGAD #ABEGKB A5 TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPONSIBLE FOR APPROVAL BY A LICENSED DRAWING:FRAMING 423-Sbq-855qINSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISGREPANGIES IN THE PLAN5 SHALL BE GU5TOMf AGE # PJBROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DF51GN DEPARTMENT BEFORE GdIALITY PROCEEDING WITH THAT PORTION OF WORK THESE PLANS ARE THE PROPERTY OF JBL5. Do not scale drawlnysl Printed dimensions supersede all scale factors 2X10 FA5GIA 2X10 FASCIA 2'-0" 3'-4" 12'1 12'-b" 3'-4" 2'-0" WALL TIE W/ WALL TIE w/ KING P05T KING POST 2X10 FASCIA ALIGN WITH ALIGN WITH RAFTER RAFTER p 1'-10" 12'-6" 1'1 3'-4" 12'1 21-6" COLLAR TIE ASSEMBLY (TYP) N - - - - - - - - - - - I � - - - - - - - - - - - - - II I 4 — L - _ - - - - - - - - - - - - - - > - - - - - - - - - - - - - - - 6X8 BEAM ABOVE A 2X8 VALLEY PLATE I" I / 6X10 CARRY ii M BE�OW - G � I Ihh II I IIINII 11 II II 11 I II W/DOLLAR RIES ®0' I y.I/ GOL RAR TR 5 1,S 111, p O.G. 4X6 RAFTERS ® 30" O.G. Wl 4Xb RAFTER5 @ 30" O.G. GANG STUD FOR _ - - - - - - - _ __ " O.G. LOWERED COLLAR TIES ® 60" O.G. LOWERED COLLAR TIES ® 60" G _ _ _ _ _ _ _ -- _ � I I I I I I I I I I I I I I I I I 2X8 RIDGE RIDGE SUPPORT 2X6 RAFTERS _ - I � 2X6 RAFTERS 4X10 RIDGE ® ® I6" O.G. LIZ4X10 RIDGE 4X1O RIDGE + — I — —I 2Xb RAFTERS o GANG STUD FORFOR TI _ - ® 16" O.G. L _ — - - — — - - - - - - -p I_ I IDLE 5U RIDGE SUPPORT LOG GABLE I 16X10 CARRY BEAM BELOW o = 1 1 I I 2X8 RIDGE - I m F- IIII BELOW - I 2X8 RIDGE VbXbII N o 11 _ - _ _ __ _ LLo RID ESU FOR I I RIDGE SUPPORT -� _I I 4X8 HEADER - - - - - - - " - - - - - - - - - - - - - - - =- - - - - - �'- - LI " � � -rc- Tio 6X8 BEAM ABOVE A Itj - / 6X10 GARRY BEAM BELOW I I I ¢ _ - L Ir 2X10 FASCIA Xb HIP RAFTER I I I 2X8 VALLEY PLATE GRIGKET I I 2AO FASCIA / y (TYP) I 2X6 RAFTERS 06 RA FTER5 ® 48" O.G. - - - - - - - - - - - m IX_ FASCIA I I m -- -- ---- ---- ---- --- I 11 0 2X12 FASCIA LOWERED COLLAR TIES ry TH15 AREA -- - - - - - 2X12 FA5GIA 2'-O" 3'-3" 12'-0" 3'-3" 4X10 RIDGE II m 4X8 GARRY BEAM 2X8 FA5GIA 2X12 FASCIA L _ - - - _ - - - - - -f- - - - - - - - - - - 0 N WALL TIE W/ KING P05T ALIGN WITH 4X12 RIDGE RAFTER NOTE: THESE RAFTERS:ARERATED WITH THESE LIVEAD LOADS ROOF FRAMINC 1/4" = 1' " LIVE LOAD = 20DEAD LOAD = 1 � I M 5ARNA LOO 51'IBTFM5 BRED Aq0 P ANS FGR, ANTOINETTE BEGK 5.• e. cy0 per.�E o9 DEALER: O. TERRY NUMBER: 3gO61/83 DATE:I0/6/00 DOOR- DRAWN GHEGKED DIKATOR:ONEIDA BY. BED BY. TDM qTHEE dWALI� GOPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND GOMPANY P.O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANCE IN LOCAL GODE5/GOVENANGES JIM BARNA L 6 Y5TEM5 MAKES NO WARRANTY DRAWING:FRAMING 423-569-8559 AGAR # ABEGKg A5 TO PLANS GONFORMANGE. THE 6U5TOMER 15 RESPON51BLE FOR APPROVAL BY A LICENSEDINSPECTOR AND/OR ENGINEER IF REQUIRED. ANY OISGREPANGIES IN THE PLANS SHALL BE GU5TOM PAGE # gBROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DE51GN DEPARTMENT BEFORE 516N orn PROCEEDING WITH THAT PORTION OF WORK THESE PLANS ARE THE PROPERTY OF JB-S. Do not scale drawing5l Printed dimen51om 5uper5ede all scale Factors COWLYWII M111 WOW FLOOD DAMAGE PREVENTION 80UTNOLD' TOWN CODE. 4X_ RAFTER T40 DECKING 15# FELT PAPER � RIGID INSULATION 1X6 FURRING STRIPS -7/16055 30# FELT PAPER ��•• SHINGLES � BUILT—Uig ROOF DETAIL- RIDGE ETA I L 10 SCALE : 3/4" = 1'-0° ' RIDGE VENT 4X12 RIDGE RIDGE VENT ` AH-G-OLLAR 4Xb RAFTERS ® 30" O.G. BUILT UP ROOF 15'-q" SEE DETAIL 1/10 2Xn H GOLLAR (OUT TO OUT OF RAFTER PLATE) TIES @ 60" O.G. 2X6 H-COLLAR 4X6 RAFTERS ® 30UILT UP ROOF (BEYOND) 12 TIES ® 60" O.G. RIDGE VENT EE DETAIL 1/10 BUILT UP ROOF 14 w 12 4XIO RIDGE SEE DETAIL 1/10 2X_ RAFTER BAND 55/81 144X6 RAFTERS48" O.G.(OUT TO OUT OF RAFTER PLATE) w SEE NOTE A: 2" TdG '- 2" T4G DECKING 12 ¢ 4X6 RAFTERS ® 30" O.G. (BEYOND) (OUT TO OUT OF RAFTER PLATE) Q a S 3 p 4X8 BEAMS ® 24" O.G. p a p 2X8 FASCIA 0 2X12 FASCIA RAFTER PLATE 2 T46 o K NG POSTHALL TIE / 2X10 FASCIA LL RAFTER PLATE _ _ °� 4X8 GARRY BM ALIGN WITH RAFTER PLATE p 6X10 GIRDER —X X pin a� p (BEYOND) 4X8 BEAMS ® 24" O.G. ANGLE BRAGE (4 PLACES) 6X8 BEAM O RAFTER 6X10 GARRY BEAM (BEYOND) 8" ROUND POST I6G 8"R LO14G B"R LOG o G o o SETTLING JACK 5/4" P.T. DECKING '- nSo STUD WALL -^ �� 3/4" 5UB-FLOOR m 3/4" 5U5-FLOOR ST ® 16" O.G. 5/4" P.T. DECKING W/ BRIDGING 8' 0. . W/ BRIDGING 8' 0.G. MAX 2X8 P.T. J5T O Ib" O.G. LOG WALL BEYOND 2-2X10 HDR P.T. 000 c_� — W2X2 LEDGER II 2X10 P.T. SILL 2-2X10 RIM J5T 3-2X12 GIRDER 2X8 P.T. SIFLL IXI2 5 IRT XIO P.T. SILL 3-2X12 GIRDER / ® PORCH PORCH DROPPED 2X8 P.T. J5T ® b" O.G. ) DROPPED Z- @ �Ctipy, �� �'LSu�aci P.T. P T ON —:r D 8" CMU FIND _ __—�/ G BLDG 5EGT1 ON 11G II 1/4" = 1'-O" 3-#4 REBARFTG WW/AY 8" GMU END O re4 „u4 o.-r_,�.�_��� n1_ 8X24 DONT. FTG GMU PIER ON -#4 REBAR [W 36X36X12 FTG W/ 10 36X36 I2-ET�-A T. FTG -¢iQn si.v' #4 PEBAR 0 8” O.G. 4# REBAR ® 8" O.G. W/ -#4 DEBAR LW- - - IS'-8" (OUT TO OUT OF FOUNDATION WALU (OUT TO OUT OF FOUNDATION WALL) A BLDG 5EGT1 ON "All 1/4" = 1'-0" o BLDG 5EGTI ON 11811 I/4" = 1'-0" 10 NOTE A: IF THE CUSTOMER 15 PURGHASING JBL5 5HIN6LE5, IN ORDER FOR THE WARRANTY TO BE GOOD ON ROOF PITGHE5 LE55 THAN A 4/12 PITCH, YOU ARE REQUIRED TO USE TWO LAYERS OF FELT OVER THE ENTIRE ROOF UNDER QUESTION. STARTING WITH AN IB" STRIP ALONG THE EAVE AND GONTIN)ING WITH A FULL 36" WIDE SHEETS OVERLAPPING IW OVER THE PREGEDING SHEET UNTIL THE ENTIRE DEGK 15 GOVERED. J 1 M BARNA L05 5Y5TEM5 t[?INAr0R:0NEIPA ANTOINETTE BEGK VNOFRANVTY (� �► :w✓ . TERRY NUMBER: JGOBI183 DATE: IO/b/OO ',-i DRAWN CHECKED W5'5T"5 BY: BEB BY: TDM crYRIGHT Igg2, ALL RIGHTS RESERVED BY: BARNA AND COMPANYIl�/11/ P.O. BOX 452q, ONEIDA TENNESSEE 31841 DUE TO VARIANCE IN LOCAL CODE5/COVENANGE5 JIM BARNA LOG YSTEMtt SEOTI ONS 423-56q-855q AGAR #ABEOK'IO AS TO PLAN5 CONFORMANCE. THE CUSTOMER 15 RESPON5113LE FOR APPROVAL BY A LICENSEDINSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN THE PLANS SHALL BE M PAGE # 10 BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE THE51GNop a"Ll'rTMPROGEEDIN5 WITH THAT PORTION OF WORK THESE PLAN5 ARE THE PROPERTY OF JBL5. not scale drowingsl Printed dimen5lons supersede all scale factors FLOOD ZOINE )Fs COMPLY WITH CHAPTER"46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. LOG GABLE 12 b SEE NOTE A: SEE NOTE A: 12 12 3� �3 TOP OF LOG WALL w N O p Boa FLOOR LINE FRONT ELEVATION 114" = 1'-0" RIGHT ELEVATION 1/4" -0" NOTE A: IF THE GU5TOMER 15 PURGHASMG JBLS 5HINGLES, IN ORDER FOR THE HARRANTY TO BE GOOD ON ROOF PITCHE5 LESS THAN A 4/12 PITCH, YOU ARE REQUIRED TO USE TWO LAYERS OF FELT OVER THE ENTIRE ROOF UNDER QUESTION. STARTING WITH AN 18" STRIP ALONG THE EAVE AND GONTINUING WITH A FULL 36" WIDE SHEETS OVERLAPPING I-T' OVER THE PRECEDING SHEET UNTIL THE ENTIRE DECK 15 GOVERED. LOG GABLE 12 b � _ SEE NOTE A: SEE NOTE A: 12 12 3� 13 W7 0 REAR ELEVATION l/4" = 1'-0" LEFT ELEVATION 1/4" _ 11-011 0 0 0 m w m 0 W N w J M 5ARNA LOO 5%'5TEMB ARO *Do y �P9 EV 40�i� ANTOINETTE BEGK � � r yi 92, P.O. �:Q hle.�;—t . TERRY NUMBER: .9OB2 DATE:FJIBIOO DRAWN GHEGKED . . r 57y�y NEIDA BY. SGS BY: TDM 9TH; 0°7915 .�•y}9� mumD aRIGHT 1992, ALL RI6HT5 RESERVED BY: BARNA AND GOMPANY DP O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANCE IN LOCAL CODES/C.OVENANGE5 JIM BARNA 0 5 5TEM5 MAKES NO WARRANTY Lob 5r5TEMsLEVATIONS 423-569-8559 AGAR #ABEGKI B AS TO PLANS GONFORMANCE. THE GUSTOMER 15 RE5PON51BL FOR APPROVAL BY A L16EN5ED INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN THE PLANS SHALL BE M PAGE # I BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE TFIE 5I6N op OUAL�Tr 1M PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERN OF JBLS. ot scale drowin95l Printed dimensions supersede all scale Factors FLOOD TW1, A�-9 COPAPLY Willi ChA?TER "46" t�a•�Iau4tiWW ao ToirM�.'��!�. cdMr�.1INnNOM�lder46" FLOOD DAMAGE PREVENTION 8OUTHOLD' TOWN CODE 26_4" 5'-0" 5'-0" P.T. P05T ON GONG BASE i LQ 7 L J — L l—D P.T. P05T ON I 2 J 24X24XI0 FTG W _ 2-2X10 HDR P.T. 344 REBAR EA. WAY 'qo W/ 2X2 LEDGER ,�01 alml i2X10 P.T. 11 END J5T I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 8" GMU END ON 8X24 DONT. FTG #4 REBAR o y I TIX- RIDGING FOUNDATION SHOWN 15 PICTORIAL ONLY. FOUNDATION SHOULD BE DE5I6NED BY A LIGENSED ENGINEER FOR SITE GONDITIONS. 7 — t - 1 2. ME65U1[- bt CAPACITY 2000 r5r r +� I — :IER i 3. ALL CONCRETE SHALL BE 3000 P51. 4. PROVIDE ACGE55 AND VENTS AS PER CODE. — — — — 5. FLOOR SYSTEM IS RATED U51NG #2 5YP. 3-2X12 GIRDERBEAM POGKET FORDROPPED CHI) ON DROPPED GIRDER b. DOUBLE FLOOR JOIST UNDER ALL PARALLEL 3bX5bX12 FTG W/ PARTITION WALLS 2-2X10 RIM -15T. #4 REBAR ® 8" O.G. 1. ALL EXPOSED FRAMING ON PORCHES AND ON P.T. SILL TYP. DEGK5 SHALL BE PRE55URE TREATED 8. MASONRY PIERS OVER 32" TALL SHALL co ,° a -°� BE IbXI6 WIDE. m m m 9. IF A STONE VENEER 15 USED ON THE m o o B o d FOUNDATION WALL, DO NOT GHANGE THE FOUNDATION DIMENSIONS. THE VENEER WILL GO OUTSIDE THE FOUNDATION DIMENSIONS LISTED ON THE FOUNDATION PLAN. 2X10 P.T. SILL L ® PORCH 4 DECKS - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - -- - - - - - - I I � I - - - - - - - - - - - - - - - - -- - - - - - - - - - - 11 I o o a 3 9 x 29- /o91sF I P.T. PIO ON 2XD P.T. ---- -2=2X10 HDR P.T. 24X24XI0 FTG W/ END LIST W/ 2X2 LEDGER 3-#4 REBAR EA. WAY a—j---- 1-Q1--- -----1-4-- L---------L -1-- L J L J L J L J L J -6" 9'-10" FOUNC ,ATI ON 114" JM 5ARNA L05 SYSTEMS ���ED QRS tG ANTOINETTE BECK FOR: P.0 �,a Fleh �,-y R: D. TERRY NUMOI�O/OO DRAWN CHECKED k y�qR:ONEIDA BY BEB BY. TDM . :IIsiD c"J UDGOPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY DP.O. BOX 4529, ONEIDA TENNESSEE 31841 DUE TO VARIANCE IN LOGAL GODE5/COVENANGE5 JIM BARNA LOG 5Y TEM5 MAKES NO WARRANTY Los 5r5TEH5" G:EOUNDATI ON 423-569-8559 AGAR #ABEGK2BA5 TO PLANS GONFORMANGE THE GU5TOMER 15 RESPONSIBLE FOR APPROVAL BY A LIGENSEDIN5PEGTOR AND/OR ENGINEER IF REQUIRED ANY DI5GREPANGIE5 IN THE PLANS SHALL BE TOM PAGE # 2 BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DESIGN DEPARTMENT BEFORE THE 51ON of glALln. I PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBL5. Da not scale drawin9sl Printed dimensions supersede all scale Factors s 10'-0' 26'-b" o PORCH 30'-0" 3068 3068 o i a N N o � S lob.. 28'-O I/2" o m m RIDGE ABOVE O N PRE FAB WALL PRE FAB WALL CONTROL ROOM STIFFENER / STIFFENER 10'-0" X 15'-9" STUDIO / 21'-4" X 26'-8" o `P Jt 3'-41/2" T'-O 2068 ��°` ^� 2068 (4? ry 5 1/2" WALL a m 20210 30310 30be 30310 20210 30310 3068 30310 TEMP TEMP 0 2" 38,_6,: 4'-b" 2'-6" 5'-II" 3'-6" 3'-T' 3'-6" 6'-6" 3'-6" 5'-6" PORCH A 5 15t FLOOR PLAN 114" = 1'-0" I st WALL FRAM I N6 1/4" _ -O" NOTE: ALL JBLS HOMES ARE DESIGNED FOR SETTLING. THE OWNER/GONTRAGTOR MUST INSURE THAT THE HOME IS BUILT IN AGGORDANGE WITH THE GONSTRUGTION METHODS ILLUSTRATED IN THE JBLS STANDARD DETAILS PROVIDED. w w« r «ae °o ALL SETTLING JAGKS ARE BEARING POINTS AND MUST BE LOCATED OVER P05T OR GANG STUDS. m THESE LOGATION5 MUST GORRE5POND WITH BEARING o POINTS IN THE FOUNDATION SYSTEM. N ALL INTERIOR PARTITION WALLS SHOWN ARE 3 I/2" UNLESS OTHERWISE NOTED. JIM 15ARNA L05 5'*/5T M5 A,90 oca�n'51 ANTOINETTE BEGK 5 w•2 �Z c� DEALER D. TERRY NUMBER 3gO82 DATE b110100 bb o_� GOOR- DRAWN CHECKED dl _ ^ ;r A,,- ORATOR;ONEIDA BY. 5G5 BY TDM GOPYRIGHT 1992, ALL RIGHTS RE5ERVED BY. BARNA AND GOMPANY P.O. BOX 4529, ONEIDA TENNESSEE 37841 DUE TO VARIANCE IN LOCAL CODES/GOVENANCE5 JIM BARNA LO 5 STEMS MAKES NO WARRANTYDRAWING:PLAN/FRAMING 423-569-8559 ACAD # ABEGK3BA5 TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPON51BLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN THE PLANS SHALL BE CUSTOM PAGE # 3 BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE Un• m PROGEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBLS. Do not scale drowingsl Printed dlmensions supersede all scale factors 2X8 FASCIA 2'-0" 2'-b" 3'-0" 4'-0" 3'-0" 26'-b" 2'-0" 4X10 GARRY BEAM WALL TIE W/ KING PO5T 4X6 RAFTERS ® 48" O.G. 2X10 FA5GIA ALIGN WITH RAFTER (4 PLAGES) IT- II II - ---- ---------- -- -- -- -- -- -------- -- -- -- -------- -- F — - - - - — — 3'-3" 3 3 I - II a II II II I II II x II ' II I I II II , III � II II I 4X6 RAFTERS ® 30" O.G. W/ LOWERED GOLLAR TIES ® 60" 0.6. II II I I II II II <` II II I RIDGE ABOVE S — TZ a II ti K PRE FAB WALL STIFFENER < K 4X10 RIDGE I I II II K II II I I II � II II � II II I ALL TIE W/ WALL TIE W/ `< I INC P05T KING P05T WALLS LIEN WITH ALIGN WITH (BEI-04 RAFTER RAFTER i K <' ' GOLLAR TIE ASSEMBLY (TYP) I II r r r - -- -- -- -- -- ------ ------ -- -- --•-- ------------ ------ L - - - - — - - _. - - - - - - — — - - - - - - - - — - - - - 4X6 RAFTERS @ 48" O.G. GABLE PLAN 1/4" 1,_0:: 2:_O' 3:_b:: 32'-0" 4X10 CARRY BEAM 2X8 FA5GIA NOTE: THESE RAFTERS ARE RATED ROOPFRAMING 1/4" = I'-O" WITH THESE LIVE 8 DEAD LOADS LIVE LOAD = 20 P5F o DEAD LOAD = 10 P5F OC, 0 CD w ID w _N 1 W K JM BARNA L05 SYSTEMS F,PE� 4R #GOOR- TOM ANTOINETTE BECK \C� B. C':..�y�� (/`'�) NS FOR: oda c �^ LER: D. TERRY nuMBER: 39082 DATE:B/18/00 DRAWN GHEGKED ATOR:ONEIPA BY: SG5 BY: TDM COPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY PO. BOX 4529, ONEIDA TENNESSEE 37841 5TswiNG:PLAN/FRAMING AGAP # ABECK4BDUE 70VARIANCE IN LOCAL CODES/GOVENANGES JI BAR LGSYSTEMSMAKES NO WP.RRANTY 423-569-8559A5 TO PLANS GONFORMANGE. THE GU5TOMER I5 RCSPON5IBLE FOR APPROVAL BY A LICENINSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISGREPANGIES IN THE PLANS SHALL BE U5TOM PAGE # 4 BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE THe"GN o GUAL�TY m PROCEEDING WITH THAT PORTION OF WORK, THESE PLANS ARE THE PROPERTY OF J3L5. Do not scale drawn95l Printed dimensions supersede all scale Factors 4X_ RAFTER TCG DECKING ^ 15K FELT PAPER RIGID INSULATION 1X6 FURRING STRIPS `•,. 1/I6 050 30U FELT PAPER SHINGLES (OUT TO OUT OF RAFTER PLATE) RIDGE VENT_ BUILT-UP ROOF DETA I L 5 : = USE 4X4 COLLAR TIE KING 4X10 RIDGE SCALE 3/4" 1'-0" POST, IF COLLAR TIE5 ARE BUILT UP ROOF 18'-O" OR LONGER 5 DETAIL 1/5 4X6 RAFTERS ® 30" O.G. 12 4X6 RAFTERS ® 48" O.G. 2X_ RAFTER BAND b / 2" T46 DEGKING SEE NOTE A:12 - 31 — 2X8 FASCIA o 2X6 H COLLAR TIES 2X10 FASCIA WALL TIE W LOWERED ® 60" O.G. KING P05T RAFTER PLATE 4X8 CARRY BM p ALIGN WITH a RAFTER "O o I6G 8"R LOG (BEYOND) 8" ROUND P05T o ROOD= 1-4-f -I 5/4" P.T. DECKING � NOTE A:3/-4�'- R _��-- 2X10 JST ® Ib" OG. COMPLYWITH CHAPTER~460 IF THE CUSTOMER 15 PURCHASING JBL5 / SLOPE �i RI9GIN AX FLOOD DAMAGE PREVENTION SHINGLES, IN ORDER FOR THE WARRANTY SOUTHOLDTOWN CODE TO BE GOOD ON ROOF PITCHES LE55 THAN A 4/12 PITCH, YOU ARE REQUIRED 2-2X10 HDR P.T. IX12 5KI TO USE TWO LAYERS OF FELT OVER THE W/ 2X2 LEDGER P.T 2X10 P.T. SILL 2-2X10 RIM JET 3-2X12 GIRDER 2X8 P.T. SILL ENTIRE ROOF UNDER QUESTION. STARTING 2X8 P.T. J5T ® 16" O. . ® PORCH DROPPED WITH AN 18" STRIP ALONG THE EAVE AND CONTINUING WITH A FULL 36" WIDE SHEETS OVERLAPPING Iq" OVER THE PRECEDING P.T. POST ON SHEET UNTIL THE ENTIRE DECK IS GOVERED. 24X24XIO FTG W/ 344 REBAR EA. WA GMU PIER ON 8" GMU F 8X24 CONT. FTG u4 REBAR ® 8" O.G. W/ 244 REBAR (OUT TO OUT OF FOUNDATION WALL) q) BLDG 5EGTI ON "All 1/4" = 1'-0" 5 JM BARNA L05 SYSTEMS ���aEB icy l!cI ANTOINETTS BEGK TERRY NUMBER: 38082 DATE:10/6/00 DRAWN CHECKED _ - EDA BY. BEB BY: TDM IGHT Igg2, ALL RIGHTS RESERVED BY: BARNA AND COMPANY PO. BOX 452q, ONEIDA TENNE55EE 31841 DUE TO VARIANCE IN LOCAL OODE5/COVENANCE5 JIM BARNA L G SYSTEMS MAKES NO WARRANTY EOG Sr5TEH5GTION 423-56q-855q AGAD 4 ABEGK5B AS TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPON51BLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED.ANY P156REPANGIES IN THE PLANS SHALL BE PAGE k 5 BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE THF 51eN oP GIAI iT w PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBL5. t scale drawinysl Printed dimensions supersede all scale factors FLOOD ZONE AF-9 COMPLY WITH CHAPTER"46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE, 52'-0' Ib:-0. B 10 it I3046 3p68 30210 ON 3 L —, 3068 052 TWIN 3046 O O — I I BEDROOM #3 FIS T CUT I IF — — 1 BEDROOM #4 I 1r-5• X 4'-4• 1 12'-2' x 9'-4• � I � I W.LG. I I BEDROOM #I BAT #2 I 5'I X 8'-5"I II'-II' X 8'-5' 6'-0" X 9'-4' f 61R17ERABOVE I KITCHEN II 6AN& STUDFOR / II--- - 11 I6-50 x 12'-40 1 LIBRARY I 266a 2468 2�'8 14' — — Ib'-0O' X 14'-8' 4 GREAT ROOM I I RIDGE SUPPORT 12'-7" X -8" 2468 2668 61RDERABOVEidRASF// // I a� BATH #1 4 LOFT LINE ABOVE I / / I I N -0" X 5.-0. ryry lig - —— —— � GARRY BEAM ABOVE — I ry1-" N GANG SNbXb POST FOR °� mI RIDGE SUPPORT I CARRY BEAM ABOVE DINING 2668 CARRY BEAM ABOVE 14'-4' X 10-4 I,'b 3052 TWIN 306$2' IB'-4. 6046 UNIT WALKOUT BAY I' FIELD CUT 9 o PORCH BE1DR00 6 #2 L06 ENDS .. LIVING ROOM :1 r 16'-8' X IT-9' 3046 3046 TWIN 3046 A o DEGK DEGK 10 PREFAB WALL STIFFENER I6'-0" 18'-6' 13'-0' 34W 6068 SWINGER 6068 SWINGER + B � 10 DECK 2• 2' 18'-0' IT'-0' 41-b" st FLOOR PLAN 1/4' = P-O' �sNC�LU�X��I��' 8 JIM BARNA LOG SY5TEM5 I _ BRED qqa ANTOINETTE BECK �`��E� I S FOR: P.O.ER: D. TERRY NMBER: 39081/83 DATE:B/18/00 n I 7n! TOR.ONEIDA BBY 5G5 er cKFD TDM v o / lCOPYRIGHT 1992, ALL RI6HT5 RESERVED BY: BARNA AND COMPANY 0Fo P.O. BOX 4529: ONEIDA TENNESSEE 37&H M TO VARIANCE IN LOCAL CODE5/COVENANGES JIM BARNA LACI SYSTEMS C NO WARRANTY Sw' WING:PLAN 423-569-8559 AGAD #ABEGK4 AS TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPONSIBLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED.ANY DISCREPANCIES IN THE PLANS SHALL BE U5TOM PAGE # 4 BRO45HT TO THE ATTENTION OF JIM BARNA LOCI SYSTEMS DE516N DEPARTMENT BEFORE Tn PROCEEDING WITH THAT PORTION OF MIORK. THESE PLANS ARE THE PROPERTY OF JBL5. Do rot scale drawhgsl Prhted dkrwv we xpersode all scale Factors �- non ZONE �„ Ili COMPLY WITH CHAPTER"46 DAMAGE sOUTHOLDTOWN EN CODF- 52'-0' 16'-0" 24'-3' 3'-6' T-9• 314' 51-6' 1, 3'-6' b 4'-0' 6'-6• 3'-6' 6'-0' 3'-6" 6'-8' 13'-1" 3'-6" 4'-9' '7f 3 �� 3046 3068 30210 I. ;Q 12'-10 IR' T II'-6 (/2' IT-I' n 3068 3052 TWIN 3046 n FIELD LUT 5 I/2' WALL I I LOG EN05 — : m ° 46IRDER 4'-II' 4'-21/2' 3'-2• z 3'-0' 13'-31/2' 5'-0' 12'-71/2''I Q6X10 61RDER 2'-4 1/2' 'r JACK ;E3EAH -82468Ik JACK AN6LE BRACE 4 I I (4 PLACES) `� •� t5l/2KALL bXb POSTX13-q W/ JACK6X10 CARRY BEAM W/ Raw PasT' 6X10 CARRY BEAM W/6X8 BEAM ABOVE _yALK 6X8 BEAM ABOVE 17'-41/2' 1T-3' 3052 TWIN dd) Q UNIT WALKOUT BA FIELD CdJT4�LOG ENDS -c' 3046 I 3046 TWIN 3046 4 PREFAB WALL STIFFENER i 6068 5WIN6ER 6066 5WIN&ER 3'-b' 3'-b' 10'-0' 1'-b' 6'-79 1'-10' 6'4" I'-W S'-4' b'-8• 5'-0' I'-7' I, 6'-51 V-01 Y-6" 1, 6'-8' 3'-b" L 3'-6" '-4' 4'-9' 3'-b' L 4'-9' I 18'-0' 17'-0' Ib'-00 18'-6" 1 1 � NOTE: FOR let NALL FRAMING 1/4• = 1'-O• HE OWNL JBERONTRAGTORMUSTHOMES AREDINSURE SHATIE T WINDER5 HOME 15 BU/GILT IN AGGORDANGE WITH THE CONSTRUCTION METHODS ILLUSTRATED IN THE JB15 STANDARD DETAILS PROVIDED. / L j 10" MIN. ALL 5ETTLING JAGK5 ARE BEARING POINTS AND MUST BE LOCATED OVER POST OR GANG STUDS. / THESE LOCATIONS MUST CORRESPOND WITH BEARING b' MIN.y/ POINTS IN THE FOUNDATION SYSTEM. ALL INTERIOR PARTITION WALLS SHOWN ARE 3 I/2" ' UNLESS OTHERWISE NOTED. \�A NDER DETAIL 5 5GALE : N.T.S. JIM BARNA LOC 5Y5TEM5 PEU AR �yoy% PLS FOR: ANTOINETTE BECK �.ap o•.� DEALER: D. TERRY ria°BeR: 39081/83 DarE:IO/b/00 mp,. o :ter L45 D�OR.ONEIPA BY. BEB CHECKED TDM vTe:org 5a yo COPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY P.O. BOX 4529, ONEIDA TENNE55EE 37841 DUE TO VARIANCE IN LOCAL CODE5/GOVENANLE5 JIM BARNA L 5Y5 NO WARRANTY :FRAMING 423-569-8559 AGAR ABEGKS A5 TO PLANS CONFORMANCE. THE CUSTOMER 15 RESPONSIBLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN THE FLANS SHALL BE CUSTOM PAGE N 5 BROUGHT TO THE ATTENTION OF JIM BARNA LO6 SYSTEMS DESIGN DEPARTMENT BEFORE ryl PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBL5, r Do rot scale dra mgsl Prhted dhier 11 supersede all scale Factor, NOTE: THIS METHOD IS ONLY SUITABLE FOR DECK NOTE: UNLESS NOTED OTHERWISE THE FOUNDATION WALL OF THE NOTE: ATTACHED GARAGES MUST BE FULL LOG i0 �G GARAGE WILL MATCH THE HOUSE IN HEIGHT, THE STANDARD JBLS ACCOMMODATE SETTLING. «D /t,714�1 FLOOR SYSTEMS OF AVERAGE SIZE AND IS NOT OTHER MATERIALS PACKAGE INCLUDES MATERIAL TO FABRICATE SUFFICIENT TO SUPPORT A PORCH ROOF. A BOX BEAM TO MAICH THE HEIGHT OF THE SUBFLOOR OF THE HOUSE. USING THIS METHOD, THE FIRST LOG COURSE OF THE HOUSE PIAN VIEW PORCH OR DECK POST 3 B" SETTLING JACK SEE C-4) AND GARAGE ARE AT THE SAME LEVEL. 2' OVERHANG -- 5/4 PT. DECKING SUPPORT POST 2" OVERHANG FIRST LOG COURJKIR ADD DOUBLE BLOCKING IX TRIM CONSTRUCTIONNOTES PRESSURE TREATED _ _ SIL -SEAL SUPPu DER POST_ _ _ BLOCKING ® 16" O.C. 2X8 P.T. JOIST Pi RIM JOISTGARAGE AND HOUSE TRCH & DECKS DRIP EDGE1, FIELD VERIFY ALL DIMENSIONS AND MATERIALS. ALL GONG, BASE 2%10 RIPPED TO 1X10 SKIRT OUTSIDE DIMENSIONS ARE TO FACE OF RIM JOIST. AROUND POSTtxlz MATChI SUB-FLOOR 2X8 P.T. SILL 2. ALL NAILING CONSTRUCTION MATERIALS SHALL — 2x2 P.T. LEDGER -�-III- �=�-If J,- 2 2%Iq P.T. HEADER BE AS PER 1992 CABO, _III 1-III-T-� ANcnoR BOLT ® s' oc. - 2x10 P.T. SILL HOUSE END. T=I I I -M—II1—II MI ® PORCH 3. PROVIDE EXTERIOR COMBUSTION AIR TO GAS FIRED =TI1=11 1=11T=1TI- _, H.V,A.C. EQUIPMENT, WOOD BURNING STOVES, AND —III-1�= Ru-1TI-11, 24X24X10 FRG. P.T. POST FIREPLACES, IM III11 I I I ll1 l_ _ ° 4" CONC. SLAB 171 = _TII #10 6Xfi WWF 4. VENT CLOTHES DRYER, BATH, AND COOKING FANS TO 111=111 T=111=T` EXTERIOR AS REQUIRED. .II I— III=F- HOUSE FOUNDATION W 11, ''-�_m -�=T=,I 'II�I-� 4" SON OR 3-1'4 REBARS EA WAY 5. CONTRACTOR SHALL CALL ATTENTION TO THE OWNER lL-III-II - 1=-III-=1 —III—I 1=111=111=.I I=I�=III I=1 J=Tf=III— I I 11=1 SAND N ANY DESCREPANCIES IN DRAWINGS AND/OR SPECIFICATIONS 11=11 —III-III-III= -IIHII- !_=_�- 1- VAPOR BARRIER AND SHALL RECEIVE PROPER INSTRUCTIONS BEFORE (=111= 11=11 m= I IT=111-m -I I1=111=171 , , ,• I1=1I PROCEEDING WITH THAT PORTION OF THE WORK IN I= NOTE:TAT - = =_ III_ III= EXPANSION JOINT NOTE: DECK MUST BE SLOPED DOWN AND AWAY FROM HOUSE ° 2 - ,�4 REBAR CONT _ 111-111-1=� QUESTION.' =1���-1 '�=111-1�-II FOR DRAINAGE. A DROP OF 1/4" IN 4' OF RUN ES TYPICAL. -III_ -� °qj4RE COM. 6. ROOF AND FLOOR FRAMING PLANS ARE FOR GENERAL INFORMATION ONLY, THE UT FOR MANUFACTURER AND SHALL A- 1 TYP. DECK POST A- q_ ATTACHED GARAGE �j-- 7 TYP. PORCH OR DECK PROVIDE A DETAILED LAYOUT FOR TRUSS AND FRAMING MEMBERS. 7, SHOULD CONDITIONS AT THE SITE BE FOUND MATERIALLY DIFFERENT FROM THOSE INDICATED BY THE NOTE: LARGER BLOCK SIZE MAY BE REQUIRED IN NOTE: TOP OF PIER SHOULD BE LOCATED NOTE: ADJUST BOLT HEIGHT FOR SILL LOG DRAWINGS AND/OR SPECIFICATIONS, AND THE CONDITIONS SOME AREAS. FORMED CONC. MAY ALSO BE USED. 3-2x12 GIRDER 2" BELOW TOP OF OUTSIDE FOUNDATION USUALLY INHERENT IN THE WORK OF THE CHARACTER SHOWN AND SPECIFIED BE DIFFERENT FROM JIBES RECOMMENDED BUILDING PROCEDURES; CALL IMMEDIATE 2" OVERHANG ATTENTION TO SUCH CONDITIONS BEFORE PROCEEDING. 2" OVERHANG t/2" DIA. ANCHOR BOLT 8, LP GAS-BURNING APPLIANCES STORAGE TANKS ARE RIP Eo DGE, SILL-SEAL SUPPLIED " COUNTER SLINK NOT PERMITTED IN BASEMENTS OR CRAWLSPACES. pp 3-2xtz GIRDER BOLT HOLE ® 4B" o.c 1X12 SKIRT STEEL PLATE GRIP EDGE IL -5 LSU PLED 9. DO NOT SCALE DRAWINGS. USE PRINTED DIMENSIONS ANCHOR BOLT ® 6' O.C. 2X2 LEDGER STRIP MAY SE JA s ONLY, II Lo' 1X12 SKIRT GRADE LINE °m SILL-SEAL GASKET IF REgUIREO l�y - z 4" CAP BLOCK 10. DUE TO THE AVAILABILITY OF MATERIALS, JIM BARNA a' STEEL (ALLY COLUMN GRADE LINE m RESERVES THE RIGHT TO SUBSTITUTE MATERIAL SHOWN P.T SILL 4" CAP BLOCK EXPANSION JOINT 2X2 LEDGER . 4' CONC. SLAB ON PLANS FOR A COMMENSURATE MATERIAL, WHICH IS IN COMPLIANCE WITH SAFETY AND BUILDING CODE DU" 10 6xs WWF REQUIREMENTS. EVERY T R CO a' can BLOCK ANC R BOLTS E DOWN ONLY THE PLATE, SHOULD 11 3/4 RBST " ABOVEATH ILTOP OF T EXTEND ABOVE E THAI UtG�1,l�ON CRUSHED STONE ® 2a O.c. — ,1=111i 111 ��Li MASTIC WATER PROD EVERY OTHER COURSE 4 CONC. SLAB STEEL BASE PLATE 8%16 BLOCK PIER THE OGS 10 4X6 WWF PIERS OVER 32" HIGH SHALL BE 1fi%1fi } 3/4" IR 1" ABOVE THE TOP OF THE PLATE. THOSE THAT TIF DOWN a REBARS VERTICAL _ — =111 III=1 - - I1-III =111=1 VAPOR BARRIER THE THICKNESS OF THE PLATE, SUBFLOOR, SUOFLOOR SHEATHING AND ENO. DRAIN EXPANSION JOINT SHEATHING a" STONE OR SAND ASE 11 111=111= =-111=1 4" STONE OR THE HEIGHT OF A FULL COURSE OF LOGS PLUS 3/4" TO 1 FOR 1 -T�111=1 - - -111=1 SAND SAND BASE FASTENING THE SECOND COURSE ON THE HALF LOG WALL, A HOLE WILL - 24X24x10 FTG. 24X2010 FTG, 11 HAVE HAVE TO BE COUNTERSUNK TO ACCOMMODATE FASTENING THE DOLT. - =—I o Nto 6x6 wwF a-pa REenas EA. wnr I_ —T-1T(TITI —� 11 =1—III 12. THESE DETAIL SHEETS CONTAIN INFORMATION WHICH IS IMPERATIVE =1TI—Tr=1 �a •'. —_— vnaoa BARRIER 2- 'a REBARS CONT. TO THE PROPER AND TIMELY CONSTRUCTION OF YOUR HOUSE. El —T=11 =1TI— 4' STONE OR SAND BASE BE SURE THE CONTRACTOR RECEIVES THIS INFORMATION. =1r1,=-11f= =11_ LIIIII CONE. WASH 3-#4 REBARS EA WAY 2-#4 REBARS COW. FOUNDATION NOTES A- 2 TYP. BASEMENT A- 5 TYP. LALLY COLUMN A- 8 TYP. PIER A- g DETACHED GARAGE 1. TOP OF FOUNDATION TO BE LOCATED BELOW THE FROST LINE 2' OVERHANG SILL-SEAL SUPPLIED NO1F: ADJUST BOLT NOTE: DETAILS SHOWN ARE TYPICAL IN NATURE PER LOCAL CODES. HEIGHT FOR SILL LOG 1 Y DIA. ANCHDR BOLT REFER TO HOUSE PLANS FOR ACTUAL SIZES 2. ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. DRIP EDGE 3/4" SUB-FLOOR ® 4B . . AND SPECIFICATIONS. / COUNTER SINK HOLE SILL-SEAL SUPPLIED 3. ALL REINFORCEMENT TO BE MINIMUM GRADE 40 DEFORMED 1X12 SKIRT 2x6 P.T. SILL 4' GONG. SUB BARS LAPPED A MINIMUM OF 30 BAR DIAMETERS. PED •AR 4, ALL CONCRETE SHALL BE 3000 PSI (MIN.). lxtz SKINT -'�' '�F' e; C"'OHzS yta 6xfi WWF 5. 'D. r Lh©RMC) A -INTERIO��S HEADER BLOCK � •� r,"%/ P� F nY1CHITECTS-,PLANNERS•-INTERIOR DESIGN � ;Pii� 17,r� 5. OWNER TO PROVIDE ALL ANCHOR BOLTS, MASONRY, CONCRETE, POST BASES, 2XB P.T. SILL FLOOR JOIST z _ 1 =I. OF ° ,f6 o,� _ 0o s VAPOR BARRIER > 51020 MAIN READ LALLIES, STEELE TUBES, AND ALL LABOR AND ACCESSORIES TO INSTALL SAME. =�-- N.. " - 'F „ . r ,aLm10I-D.IJ1'tte11 V ' 4' CAP BLOCK ,III- 4' STONE OR SAND BASE _. 6. FOUNDATION SHOWN IS PICTORIAL ONLY. FOUNDATION WALL T a 2 (51s)7fi5r,530 AND FOOTING, PIER AND PIER FOOTING, AND FOOTING AT BASE GRADE LINE vpe;olgis°.�ya C`ea:(5?G)7s5-aGW of Ev OF POSTS SHOULD BE PROFESSIONALLY DESIGNED TO COMPLY CMU OR CONC. 1 2' DIA. ANCHOR BOLT q•BELOW WOOD 8" CMU COW. END. WITH LOCAL BUILDING CODES AND EXISTING CONDITIONS. CONTINUOUS FOUNDATION SPACED 0 6' O.C. `IT(_I�1=11 JIM 5ARNA L06 BY `�EM5 7. OWNER TO PROVIDE FOUNDATION VENTS PER LOCAL CODE. =TI1—I = CONTINUOUS FOOTING =1111 GU5T0M STANDARD DETAILS °A" 8. OWNER TO PROVIDE ACCESS TO CRAWL SPACE PER LOCAL CODE, SEE PUNS FOR Frc. SIZE GONE FOOTING PLAN5 FOR: ° H _ P.O. 9. ALL EXTERIOR DECK JOISTS, NAILERS, GIRDERS, AND DECKING • `-ITL=1 ---_ DEALER. JBLS NUMBER: DATE: 03/J 9/96 _ �=111-111-T-1' 2-#'4 REBARS COW. TO BE PRESSURE TREATED. d-p4 REBARS CONT. LW -III.11111--I �� �INATORDETAILS BYAWN JHB eYEGKED 10. SOME NORTHERN STATES REQUIRE SILL-SEAL GASKET INSULATION #3E^4-o'sLv . CONC. SLAB GOPYR15HT 1992, ALL RI5HT5 RE5ERVED BY: BARNA AND COMPANY BETWEEN THE PRESSURE TREATED SILL AND THE CAP BLOCK TYP. CRAWLSPACE �\- 6 � � OF THE FOUNDATION. o D 1 P.O. BOX 4529, ONEIDA TENNESSEE 31841 .e DUE TO VARIANCE IN LOCAL CODES/GOVENANGES_1111 BARNA L06 SYSTEMS MAKES NO WARRANtt ae SYSTETJ5 DRAWING: 423-569-8559 ACAD A5 TO PLANS GONFORMANGE.THE GL5T0MER 15 RE5PON5IBLE FOR APPROVAL BY A LIGEN5ED A- 3 I%PEGTOR AND/OR ENGINEER 11= REQUIRED ANY DIIEGREPANGIES IN THE PLAN5 SHALL BE CUSTOM PAGE I BROUGHT TO THE ATTENTION OF JIM BARNA LOG 5Y5TEM5 DESIGN DEPARTMENT BEFORE THE 51GN of TM PROGEEDING HITH THAT PORTION OF WORK.THESE PLAN5 ARE THE PROPERTY OF J13-5. Do Do not scale droNII Printed dlmenslons supersede al'Scaie factors FLOOD ZONE k�9 I COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. 5 2'-6' 10'-0' 26'-6' III o PORGH 5' b' 3'-b" 301-0. u' Yl I 3✓bb 306b µ( ��� N 1 PROVIDE'/, HR. FIRE 26'-0 1/2' RATED SEPARATION TOJL PART. 717.3 (f) (1) OF N.Y. STATE BUILDING CODE. F ""F 3/4 HR. FIC RIDGE ABOVE f " : CPARATIOI 'I 17.3 M 4 — — — — — — — m R'.- . BUILD'R� PRE FAB WALL ry PRE FAB WALL v CONTROL ROOM STIFFENER / STIFFENER 10'-0' X 151-9" 5TUDIO m 27'-44 X 2b'-8' i I'I Y-41/2• 7'-0' v 111 3r 68 2068 20 - ry 5 1/2" WALL � I r %-,. aE 6toRROE_ " T N 'Y 7'-0" X 5'-0' m 20210 30310 30bb 30310 20210 30310 3068 30310 TEMP TEMP 39'-0' II 2• 2' 4'-b' 2'-b" 5'-II" 3'-b' 3,1- 3'-b" b'-b4 3'-b' 5'-b' 4 : PORCH d st FLOOR PLAN 1/4' = 1'-0' I st WALL FRAM I NG 1/4' = 1'-0" NOTE: ALL J51-5 HOME5 ARE DESIGNED FOR 5ETTLING. THE OWNER/CONTRACTOR MU5T INSURE THAT THE HOME 15 BUILT IN ACCORDANCE WITH THE GON5TRU6TION METHODS ILLUSTRATED IN THE J51-5 8 STANDARD DETAIL5 PROVIDED. 0 ALL 5ETTLING JACKS ARE BEARING POINTS AND MU5T BE LOCATED OVER P05T OR GANG 5TUD5. I THE5E LOCATION5 MUST GORRE5POND WITH BEARING POINT5 IN THE FOUNDATION SYSTEM. 5 o� ALL INTERIOR PARTITION WALLS 5HOWN ARE 3 1/2" UNLE55 OTHERWI5E NOTED. J I M 5ARNA LOG SYSTEMS BRED qq \5�� e. cyo?ijGC05TOMANS ANTOINETTE BECK DEALER: D. TERRY NDIBER: 39082 ATE:b/Ib/00 0 COOR- DRAwi GHECKEO }� DINATOR:ONEIDA Br, 5G5 Y: TDM COPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY f0 D P.O. BOX 4529, ONEIDA TENNE95EE 37841 WE TO VARIANCE IN LOCAL CODES/GOVENANGES JIM BARNA L065Y5TEM5 MAKES NO WARRANTY IDa51�'B'' I :PLAN/FRAMING 423-569-b559 AGAD 0 ABEGK3B A5 TO PLANS CONFORMANCE. THE OUSTOMER 15 RESPONi FOR APPROVAL BY A LICENSED INSPECTOR AND/OR EN6INEER IF REQUIRED.ANY DISOREPANGES IN THE PLANS SHALL BE CUSTOM PAGE 0 3 BROUGHT TO THE ATTENTION OF JIM BARNA L06 SYSTEM5 DESIGN DEPARTMENT BEFORE TM PROCEEDING WITH THAT PORTION OF HORK. THESE PLANS ARE THE PROPERTY OF JiDo rot stole drewhgsl Printed dmcrralort sLPersede all xale iacton NOTE: STAGGER JOINTS & BREAK OUTSIDE GIRDER CENNG FILLER STRIP CEILING 2)L RARER PLATE GIRDER IS ALLOWED TO FLOAT FREELY 1. MAXIMUM RISE AND TREAD WIDTH DETERMINED BY CL MEMBERS ONLY OVER A PIER OR COLUMN 2" SETTLING SPACE T&G DECKING TOTAL NUMBER OF RISERS DE9RE0 INTO r- TOM NAILED ® POSITION TOP TREAD MAX. DISTANCE TOTAL RISE EVENLY. BY CODE ABOVE OTHER RISERS TO THERE WILL BE ONE MORE RISER THAN TREAD. PIER BELOW NAILER 2X_ NAILER COMPENSATE FOR SERLING 2. TREAD SHALL NOT EXTEND BEYOND RISER NOT LET NAILS 2" SETTLING SPACE BOARD MORE THEN 1 1/B', ' END THRDUGH ABOVE DBL. TOP PLATENl� THE NUMBER DF TREADS IMG TOTAL PRE-FAB WALL STARTER GIRDER EVENLY. TOP VIEW OF GIRDER S RING SPACEB0 POLE BARN ORRAIL HEIGHTS ARE BETWEEN 30° MIN. TO 3B' MA% 0 NAIL OR LAG DBL. 2%_ TOP PLATE RING SHANKED NAILLT 0 24" O.C. W/ WASHER THE NOSING OF THE TREADS. 3-2%12 GIRDERNON SETTLING2' SEDLING SPA AIN C-B" MIN, CLEAR HEADROOM NL 2X_ TOP PLATE WAY CLEAR WIDTH 3'-0" MIN 0EDRILL FOR FASTNERSLL SHEATHING SPACE 12' TO 16'2X2 LEDGER 2X10 FLOOR JOIST 2X_ BOTTOM PLATET5STD. JBLS GIRDER 'iJ0z-2.a w 1 zsaacER 3 4" SUBFLOOR 3_2X12 GIRDER B - 5 TYPICAL STUD WALL DETAIL B — g PARTITION WALL STARTER DETAIL BEAMS FILLER STRIP _ 1 STAIR DETAIL OPT.#1 DBLBEAMS ABOVE. 2%_ TOP PLATE TRIM LATB Ed A METAL JOIST HANGER 2X10 FLOOR JOIST 2M PLATE TOP PLATE ONLY PILOT HOLE FOR SETTLING SYSTEM OPT. JST. HANGER BY OWNER GIRDER ABOVE 1 1/2' SETTLING SPACE PLATTE FILLERSTRIP 60D NAIL OR LAG BOLT �— 0 24 D.C. 2X12 STRINGER SND TRIM FASTENED WALL COVERING 2- X10 HDR W AT TOP PLATE ONLY STRINGER ATTACHE TO HEADER B - 1 FLUSH TRIPLE GIRDER 1/2 PLYWD SPACER 2X_ PLATE JACK STUD 1 1/2" SETTLING SPACE HEADER o 0 (MAY VARY IN DORMERS) WALL COVERING FASTNER 0 24' O.C. CUT SLOTS IN CLEAT & SECURE TO TOP VIEW 60D NAIL OR LAG BOLT BLOCKING BELOW W/ LAG BOLTS 0 24 O.C. AS HOUSE SETTLES, REMOVE KICK PLATE 2% BOTTOM PLATE 3/4" SUB FLOOR SILL PLATE NOTE: D ALLOW FOR SETTLING, ALL STUD SYSTEM AND LOOSEN LAG BOLT TO ADJ. STAIRS. 2X_ BOTTOM PLATE LOCATED BELOW a BEAM CEILING OR FLOOR SYSTEM 2' SETTLING SPACE MUST HAVE AT LEAST A 2" SPACE BETWEEN THE TOP PLATE OF THE SNL WALL AND THE BOTTOM 17!!N OPENINGS 6' OR LARGER 3/4" SUBFLODR OF ALL MATERIAL LOCATED ABOVE. PILOT HOLES ANDREQUIRE DBL. JACK STUDS APPROPRIATE SIZED NAL TO PROVIDE HORZONTAL SUPPORT FOR PARTITION WALLS. 2%70 FLOOR JOISTACTUAL IAP MAY VARY B - 6 TYPICAL WINDOW HEADER B - 1 SETTLING PARTITION WALLFASTEN AI SLIP JOINT SEE DETAIL ABOVE GIRDER GIRDER DEC. 2%_ TOP PLATE 1" SCREW JACK GIRDER POST V.3-2X12 GIRDER sruD OVERLAPPING FLOOR JOISTS 1' SCREW JACK STAIR DETAIL OPT.#2 B - 2 2-2X10 HER W 2% PATE SETTLING SPACE B - 14 (OPTIONAL FOR BASEMENTS) 1/2' PLYWD SPACER acre siuD z MIN. FOR SETTLING SYSTEM 1X_ TRIM NOTE: USE SN-E PROCEDURE AS SHOWN ON NAIL BRIDGING STRIPS AT TOP BUT STAIR DETAIL FOR TREAD AND RISER CALCULATION, NOTE: NOT AT BOTTOM. INSTALL BUERGER, THEN SECURELY NAIL BRIDGING IN ALL JIM BARNA LOG HOMES ARE PLACE AFTER FRAMING IS COMPLETE. 2%_ BOTTOM PLATE L3/4' SUBFLOOR 3/4" SUBFLOOR EP0'UpRTEyDpC0NC. CONSULT BLDG CODES DESIGN TO ACCOMMODATE SETTLING. 3/4' SUB FLOOR FOR COMPLAINCE JACK MUST BE LOCATED, STRICT ATTENTION TO THE CONSTRUCTION OVER A BEARING POINT DETAILS PROVIDED IS IMPERATIVE. GANG STUD DEVIATION FROM METHODS ILLUSTRATED rk 11 B - 7 BEARING WALL HEADER B - 1 1 SETTLING JACK DETAIL MAY RESULT IN UNSATISFACTORY RESULTS FTG. AND WILL BE THE OWNERS RESPONSIBILITY. DETAILS SHOWN ARE TYPICAL IN NATURE. MEAL DR WOOD BRIDGING TYPICAL PORCH STEP DETAIL REFER TO HOUSE PLANS FOR ACTUAL o 2%_ STUDS 0 24' D.C. 2X_ STUDS 0 24• D.C. SIZES AND SPECIFICATIONS. DOL 2X_ TOP PLATEBLOCKING (MFTERIALS NOT FURNISHED) m 2X10 FLOOR JOISTS B - 15 \S���E9 C RC//T m m B - 3 TYPICAL CROSS BRIDGING STUD 2X_NDR JACK STUD W/ BLOCKING n 'v .15C ' O� DBL. RIM JOIST P is OG ,6 DC /� G . . / `I \I `A LOO BY'05TEMB OUTSIDE PIECE P.T. 0 PORCH ONLY WALL INTERSECTION WALL CORNER I I� GpSTOM STANDARD DETAILS "B" PLANS FOR: 2%_ BOTTOM PLATE P.O. 3/4' SUB FLOOR ���++✓✓/ DEALER:JBLS NUMBER. DATE: 03119196 2%_ P.T, SILL NOTE: ALL INTERIOR DOOR GOOR- DRAWN GHEGKED OPENINGS SHOULD BE �. 4�SII ��NV/�n�( DINATORDETAILS BY: J11B BY: FRAMED 2' WIDER THAN B - 1 L �J 9 m GOPYRIGHT I9g2, ALL RIGHTS RESERVED BY. BARNA AND GOMPANY 2X10 JOIST TYR THEIR SPECIFIED SIZE. D D P.O. BOX 452q, ONEIDA TENNE55EE 31841 _ DUE TO VARIANGE IN LOCAL GODE5/GOVENAINGE5 JIM BARNA LOG 5Y5TEM5 MAKES NO WARRANTY L06 5Y5TEF5 DRAWING: 423-569-8559 ACAD TYPICAL 1st FLOOR FRAMING AS TO PLANS GONFORMANGE.THE GU5TOMER 15 RESPONSIBLE FOR APPROVAL BY A LIGEN5ED NON BEARING WALL HEADER INSPECTOR AND/OR ENGINEER IF REGUIRED. ANY D15GREPANCIE5IN THE PLANS SHALL BE CUSTOM PAGE 2 ` B - 4 NOTE: SEE PLANS FOR SIZE & SPACING B - 8 BROUGHT TO THE ATTENTION OF JIM BARNA L,06 SYSTEMS DE516N DEPARTMENT BEFORE THE 5I6M of"A L)TY' TH 4 PROGEEDING WITH THAT PORTION OF WORK.THESE PLANS ARE THE PROPERTY OF JBLS. Do not scale drowing5l Printed dimen510115 supersede all scale Toctors 30# FELT & SHINGLES\ EVERY SIDE LAP MUST HAVE SUPPORT EITHER DIRECTLY PORCH POST R(74X- POST \ BENEATH OR HAVE NO GREATER SPAN THAN 48" IN THE BEAM 1/2" SHEATHING (TOP VIEW) AREA WHERE THE LAP IS IF THE SUPPORT IS A POST LAG BOLT THROUGH 1X_ FURRING DIRECTLY BENEATH THE LAP, ONE INCH OF FULL WIDTH LOG INTO GIRDER MATERIAL ON EACH SIDE SHOULD BE BEARING ON THE POST BELOW 2 PCS INSULATION BOLT AS REQUIRED IF THE SUPPOET IS A SETTLING JACK DIRECTLY BENEATH (( ( 15 FELT THE GIRDER, THE GIRDER SHOULD BE LAPPED AND (UPTIONE II)i) (OPTION �2) T&G SHEATHING =l (S DE VIEW) BOLTED ABOVE THE SETTLING JACK BENEATH THE JOINT (TOP VIEW) GIRDER4X_ BEAM 4x BEAM 2X_ RAFTER BLOCKING 4X_ RAFTERAND THE TOP SHOULD BE FASTENED WITH A METAL STRAP LAG BOLT CONTINUOUS VENT INSULATION SPACETHROUGH GIRDER 2X12 RAFTER BAND BOARD C - 8 GIRDER SIDE LAP INTO LOG BELOW NR naw 2X_ RAFTER PLATE PORCH POST PORCH POST T&G SHEATHING LAG BOLT 2X8 FASCIA IX_ TRIMS INSULATION STOP RAFTER RIDGE MENDING PLATE LAPPED AT RIDGE (FRONT VIEW) (SIDE VIEW) 1 1/2" SETBACK SILL-SEAL LAG BOLT GIRDER TOENAIL EACH SIDE JBLS LOG WALL C - 1 BEAM AT CORNER 61 W/ 40D NAILS #8D NAILS MENDING PLATE LAPPED AT RIDGE JBLS LOG WALL O LAG BOLT 4X8 BEAM o BOTTOM OF GIRDER ((GIRDER ® Loc WALL) OR SPIKE TOENAIL W 2- 40D MIN OF 7 -0 TO FLOORLINE (SIDE VIEW) PORCH POST NAILS EACH SIDE BEAM Q 1(TOP VIEW) 4X_ BEAM RIDGE RAFTER C - 1GIRDER @WALL PORCH POST 4X_ BEAM PORCH FLOOR LINE PORCH POST C - 5 RAFTERS OO 2-2X_ OR 1-4X_ COLLAR TIE o OG WALL MENDING PLATE 8D NAILS PORCH POST BOLT COLLAR TIES (SIDE VIEW) C (FRONT VIEW) BEAM AT CENTER SOD NAIL BEAM GIRDER L 30 FELT & SHINGLES RAFTER PLATE RAFTER PLATE PORCH POST 1/2" SHEATHING — 9 RAFTERS (TOP VIEW ® WALL) (TOP VIEW O GIRDER) 4X_ BEAM 1X_ FURRING 9 12" SPIKE 2 PCS. INSULATION (TOP MEW) 15# FELT RAFTER PLATE T&G DECKING ax_ BEAM T&G SHTHING 4X_ RAFTER RIDGE MENDING PLATE 2X_ RAFTER 4EA INSULATION SPACE I 1 iX_ 2X_ RAFTER PLATE PORCH PDsi RAFTER o CONTINUOUS VE �� INSULATION S10P LAG BOLI C - 3 (FRONT VIEW) BEAM AT END 2X_ KICKER SILL-SEAL COUNTERSUNK LAG BOLT LAG BOLT2X10 FASCIA 13" STEEL STRAP STEEL L-BRACKET (SIDE VIEW 0 WALL) (SIDE VIEW GIRDER) K JBLS LOG WALL PORCH POST BLOCKING L-BRACKET T&G DECKING o — — — — of HCAOCR RAFTER KING POSTG= - - C — 6 BUILT UP ROOF BEAM DBL HEADER 13" STEEL STRA� LAG BOLT (TOP VIEW) (TOP VIEW) ANGLE BRACE LAG BEAM TO GIRDER GIRDER NOTE: WHEN SETTLING JACKS BEARS ON DADD SPACE O 0 2X_ RAFTER PLATE JOIST, THE JOIST SHOULD BE DOUBLED SILL-SEAL GASKET METAL STRAP ° Y STRIP OF SILL -SEAL SUPPLIED :IAMB WALL TIE 1 2X_ RAFTER PLATE ° SEEDLING SPACE DADS SPACE DRYWALL SCREWS 0 TOP, 2" MIN. J/ BOTTOM, & CENTER To JBLS LOG WALL LAG BOLT STEEL PLATE GIRDERS HOLD WHILE ATTACHING WALL TIE D^ L-BRACKET FROM OTHER SIDE & BEAMS \_ I wREE 1sD NaLs (IN HOUSE JBLS LOG WALL BRACKET I CONST. ADHESIVE WITHOUT BEAMS) Ep q m ' 3/8" SETTLING JACK '� 0 OR W000 CLUE F. � � R DADO BLOCK (N HOUSE �5.��. 9. CAyc'yid 2 1 2" DRYWALL SCREWS ® s" o.c. /'� WITH BEAMS N I W/ WOOD GLUE OR CONSTRUCTION AOHESNE f 10 ) WALL TIE /j/�J�jSN DOUBLE BLOCKING FLOOR SYSTEM T-JAMB �}@� 9 o o' AT POSTS �— �_ JIM BAR \N T�: •FgjS O M� 1" STRIP OF SILL-SEAL BETWEEN i-JAMB & LOGS (JBLS LOG SYSTEM) GU5TOH STANDARD DETAILS "C" SUPPORT POST �""� PLAN5 FOR I THREE 30D NAILS 1�...✓1 DEALER JBLS NUM--- DATE 3/21/96 1 _ GOOR- DDRAWN CHECKED DINATORDETAILS JIIB BY (SIDE VIEW) (MATERIALS SUPPLED TO ASSEMBLE ON SITE) D ""� ° COPYRIGHT 1992, ALL R16HT5 RE5ERVED BY: BARNA AND COMPANY -� (SIDE VIEW) (FRONT VIEW) o P.O 80X 4529, ONEIDA TENNESSEE 31841 SETTLING JACK DUE TO VARIANCE IN LOCAL CODE5/COVENANCE5 JIM BARNA LOG 5Y5TEM5 MAKE5 NO WARRANtt oe SrsrEHS A5 TO PLANS GONFORMANCE THE CU5TOMER 15 RE'SPON5IBLE FOR APPROVAL BY A LICENSED DRAWING 423-56q-855q ACAD tY n — 4 PORCHES �; — 7 T-JAMB NSPECTOR AND/OR ENGINEER IF REQUIRED ANY DtSGREPANGIES IN THE PLANS SHALL BE CUSTOM PAGE 3 BROUGHT TO THE ATTENTION OF JIM BARNA Loc,5Y5TEM5 DESIGN DEPARTMENT BEFORE THE 516N of WALI Tt4 PROGEEDIN6 WITH THAT PORTION OF WORK. THE5E IPLAN5 ARE THE PROPERTY OF J5L5. Do not 5cale drawingsl Printed dimensions supersede all scale factors SPIKE TO LOGS 8"0 RIDGE 2X8 RAFTER BLOCKING- CUT 8"0_ RAFTER 8"0 RAFTER MENDING PLATE LAPPED AT RIDGE INTO SIDE OF ROUND RAFTER 2X_ RAFTER PLATE 30# FELT & SHINGLES 1/2" SHEATHING 1X_ FURRING #8D NAILS 2 PCS. INSULATION SILL-SEAL 15# FELT T&G SHEATHING JBLS LOG WALL 8"A RAFTER 7X_ RAFTER BLOCKING 8"0 RIDGE CONTINUOUS VENT INSULATION SPACE FASTEN W/ LAG BOLT 2X12 RAFTER RAND BOARD THRU RIDGE INTO END Of RAFTER MENDING PLATE LAPPED AT RIDGE 8"0_ RAFTER 2X_ RAFTER PLATE T&G SHEATHING 2X8 RAFTER BLOCKING- CUT 2X8 FASCIA 1X_ TRIMS INSULATION STOP INTO SIDE OF ROUND RAFTER 8"0_ RAFTER SILL-SEAL 5/8"0 ALLTHREAD W/ FIELD CUT BOTTOM 1 1/2" SETBAC 2 NUTS & 2 WASHERS DEPENDING ON PITCH 8"0 RAFTER / SPIKE INTO CARRIER BEAM JBLS LOG WALL � II V II OR SPIKE 3" LAG LT 4X8 BEAM o 2X8 RAFTER BLOCKING KERF NEEDS TO BE CUT INTO THE ROUND RAFTERS AS THE RAFTERS ARE BEING ERECTED. THIS WILL HELP IN SEALING THE RAFTER AT THE LOG 8"0 COLLAR TIE II ° WALL. OG WALL_ a 3 1/2" X 13 " STEEL STRAP W/ MENDING PLATE _ CR - 3 PLAN VIEW 8"0 RAFTERS 4- 1/2"0 X 9" BOLTS W/ NUTS BE NAILS PORCH POST � PORCH FLOOR LINE CR - 1 SEE C-5 ON PAGE 3 FOR 8"0 RAFTERS 8"N BEAM GIRDER INSULATION DETAIL RAFTER PLATE CR - 5 8"0 RAFTERS (TOP VIEW 0 WALL) (TOP VIEW ® GIRDER) RAFTER PLATE T&G DECKING MENDING PLATE — 1/2 LOG MOON CUT PIECES TO GO 9ETWEEN THE ROUND END OF THE BEAMS. THIS IS DONE LIN THE B" 0, 8" D, 9" 0, & 9" D. 8"0 RAFTER THERE IS A 1/2 LOG EXTERIOR TO LOVER THE ENDS OF THE BEAMS. THE ROUND BEAM IS CUT INTO THE 6" X 12" LOG COUNTERSUNK LAG BOLT •_^ � w 8"0 RIDGE 13" STEEL STRAP � I � Lac BOLT , 1/2 LOG 1/2 LOG LAG BOLT JR RAFTER PLATE30# FELT & SHINGLES ll -� (SIDE VIEW ® GIRDER) Il (SIDE VIEW O WALL)e BEAMBEAM BEAMT&G DECKING 1XSTEEL r HEADER 2 PCS. INS (FRONT VIEW ® WALL) 15# B"O BEAM T&G SHEATHIN8"0_ RAFTER 2X_ RAFTER BLOCKING�\ INSULATION SPACE 8"0 KING POST LAG BEAM TO GIRDER GIRDER 1X_ TRIM RAFTER PLATE 8"0 RAFTER (TOP VIEW 0 WALL) 8"0 ANGLE BRACE CONTINUOUS VENTULATION STOP EXTERIOR 12 LOG SEAL 13" STEEL STRAP 11 SPIKE 2X RAFTER PLATE2X10 FASCIA 1 1/2" SELOG WALL II METAL STIRA _ 1 L _ _ GIRDERS FRMS all -1 1 BEAM LER BEAM 8"0 WALL TIE LAG BOLT STEEL PLATE 8"0 WALL TIE CR - 6 CR - 2 BUILT UP ROOF 2X_ RAFTER PATE JBLS LOG WALL \IN JBLS LOG WALL (IN HOUSE (IINHHOUSBEAMS) WITH BEAMS) IM BARNA LOG SYSTEMS BRED Aq�� JIM .0 1 V 1� 1 1.J L1V11.J ca. � El. Cy' •;ic rr n � • °p, aDo ANDARD DETAILS C ROUND r �:Q t X a'a �: (/^'�) P.O. 8' 0 WALL TIE y NUMBER: DATE 11 1 96 CR — 4 m' t DRAWN CHECKED o . �,, 'v . 01gj6o . p' DRAWING: ND DETAILS BY: JHB BY: FOF NEv1 lS lS�/!SGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY P.O. BOX 4529, ONEIDA TENNESSEE 37841 rn+ °,Ttr; DUE TO VARIANCE IN LOCAL CODES COVENANCES JIM BARNA LOG SYST S M E NO WARRANTY Loc SvsiEMS ACRD eZe AS TO PIANS CONFORMANCE. THE CUSTOMER IS RESPONSIBLE FOR APPROVAL BY A LICENSED 423-569-8559 INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY IDISCREPANCIES IN THE PLANS SHALL BE PAGE 3A BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS ENGINEERING DEPARTMENT BEFORE in SICK aF puAUn TM PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBLS. stole drawings! Printed dimensions supercede all stole factors Q ROUTE SLOT OR DECKING 3/8"X_ LAG BOLT CUT GROOVE IN TOP — — — / —ELECTRICAL WIRE WITH FIAT WASHERAND LOCK WASHER SET lBOLT 1 BELOW SU AND NAIL DECKING PREDRILL 1/2" DIA, HOLE LOG SURFACE USING OFF CENTER O's OPTIONAL WIRING WITH R1�LDI METERX 1 1 A WITH 1 ' HOLE ' DIAMETER 1° COUNTERSINK BIT OFF CENTER o — /2" DEEP COUNTERSINK X 1 1/4' DEEP COUNTERSINK II FOR ROOF (AVOID AREA IN NOTCH OVERHANG LOG "A" 7/8" MIN. DRILL AT � I OVER RAFTER) LOCK WASHER WOOD DADO LOG "A" 5/4 DESIRED LOCATION \ " II FLAT WASHER \ WRAPPED IN SILL-SEAL 1 4" HEAVY TIMBER RAFTER LOG GASKET \\\\ I OR UPPER BEAM SUPPLIED LOG ADHESIVE LAG BOLT ` PREDRILL 1/2" DIA. APPLIED BETWEEN \\ DADO HOLE THRU LOG A LAG BOLT THE TONGUES OF THE NOTE: WIRE MUST BE LOG @ LOG LAYERS SILL-SEAL GASKET PULLED PRIOR TO THE CORNER ADHESIVE SUPPLIED INSTALLATION OF SHEATHING ® TOP do BACK LAG BOLT THROUGH LAG BOLT LOGS 24" O.C. USING 3/8'X_ TAG BOLTS PREDRILL 1/2" DIA. HOLE THRU D - 1 EXPOSED RAFTERS & BEAMS LOG "A" VERTICAL SAW CUT VERTICAL SAW CUT THROUGH LOG AT BOX. THROUGH LOG AT BOX. SILL-SEAL GASKET SUPPLIED DRILL CORNERS OF \ BENEATH FIRST COURSE OUTLET BOX. DRILL CORNERS OF SILL-SEAL GASKET OUTLET BOX. /SUPPLIED SHORT LAG BOLT JIG SAW CUT FROM JIG SAW CUT FROM / POINT TO POINT. '; POINT TO POINT. SILL-SEAL GASKET SUPPLIED SILL-SEAL GASKET SUPPLIED BENEATH FIRST COURSE u u 7/8" MIN. BORED HOLE NOTE: GASKET THRU NOTCH ® FIRST COURSE u (MUST BE CLEARED OF °a DEBRIS AFTER DRILLING ONLY WITH 6 1 /2" LOG STYLE EACH COURSE) DOUBLE BAND NOTE: (CONTINUE TO 7/8" MIN, DRILL TO TOP OF OPTIONAL WIRING BORED HOLE LOG WALL) FROM DOOR OPENING (SEE DETAIL E-3o) NOTE: THE DRILL .'OLE MUST BE LOCATED ROUND & D-LOG TOWARD THE INSIDE of THE LOG TO MISS � LAG DETAIL FOR LOGS THE DOUBLE BAND AT THE SUBFLOOR. D - 3 3 D — , OPTION 1I1 OPTION #2 5/4 X_ WOOD DADO WRAPPED IN SILL-SEAL LIGHT SWITCHES LOG GASKET DADO BLOCK SHOULD BE CUT 1/8" SUPPLIED TO 1/4" SHORTER THAN LOG STACK) PREDRILL 1/2" DIA. HOLE LOCK WASHER VERTICAL SAW CUT THROUGH LOG ® BOX LOG GASKET WITH 1 1/8" DIAMETER DRILL CORNERS OF METAL OUTLET BOX SUPPLIED X 4' T DEEP COUNTERSINK FLAT WASHER LAG \ JIG SAW CUT FROM POINT TO POINT \ LAG BOLT \\ / WEo OOD 'ADO BLOCK \\ \ WRAPPEDOIND DADO WRAPPED IN SILL-SEAL SILL-SEAL VE STAPLE APPLEDLOG HBETWEEN (TOP VIEW) THE TONGUES OF THE DADO r, NOTE: THE DRILL HOLE MUST BE LOCATED LOG CUT BUTT JOINT (SIDE VIEW OF DADO BLOCK) TOWARD THE INSIDE OF THE LOG TO MISS THE DOUBLE BAND AT THE SUBFLOOR, CORNER AUHESNE o ® TOP @SIDE e " I I " � I i o n (FRONT VIEW) 7/8" MIN, BORED HOLE (MUST BE CLEARED DF \ EPE� � A'QC1p eO DEBRIS AFTER DRILLING \ SILL-SEAL GASKET SUPPLIED �5`�;�.�8^,�Dtio?�,.' DADO m EACH COURSE) BENEATH FIRST COURSE D - 6 W 2 Z �4 n` SILL-SEAL GASKET SUPPLIED/ BENEATH FIRST COURSE 9T °is15o {o�f��Gi F OF E� RCUSTOM STANDARD DETAILS "D'r SQUARE LOG D - 4 — (� LS NUMBER DATE. 8/19/96 I DRAWN GHEGKED NOTE: THESE DIAGRAMS MAY HAVE TO BE y��\V���ITAILS BY: JHB BY: ALTERED TO COMPLY WITH LOCAL BUILDING U"UYR16HT 1992, ALL RIGHTS RESERVED II BARNA AND COMPANY OUTLETS CODES, o DP.O BOX 4529, ONEIDA TENNE55EE 31841 a Loo srsTeHs y DUE TO VARIANCE IN LOCAL GODEOU5TOMER 15 R JIM BARNA LOG SYSTEMS MAKES NO WARRANT'( 423-569-8559 ACAD ELECTRICAL A5 TO PLAN5 CONFORMANCE.THE CUSTOMER IS RESPONSIBLE FOR APPROVAL BY A LICENSED INSPECTOR AND/OR ENGINEER IF REQUIRED, ANY DISGREPANGIE5 IN THE PLAN5 5HALL BE M PAGE 4 yc� D - 2 B BROUGHT TO THE ATTENTION OF JIM BARNA LOC 5Y5TEM5 DESIGN DEPARTMENT BEFORE THE 516N of q IT TM V PROGEEDINC KITH THAT PORTION OF WORK.THE5E PLAN5 ARE THE PROPERTY OF JBL5. ot scale drawingsl Printed dlmen5lon5 supersede all scale Factors LOG WALL T-JAMB LOG WALL T-JAMB FLASHING THIS AREA FOR TOP NEW SCULPTURED TRIM INTERIOR TRIM 1X6 EXTERIOR TRIM INTERIOR TRIM 1X6 EXTERIOR TRIM NAIL (TYP) INTERIOR TRIM EXTERIOR TRIM 1%_ STOP / NAIL (TUNIYP) \ PRE-CUT JAMB EXTENSION 1%_ PINE JAMB JAMB EXT NSION OPTIONAL WIRING/ WINDOW UNIT CONDUIT SPACE 2" SETTUNG SPACE VAPOR BARRIER WINDOW SASH 1K_ PINE 5 4 EXTERIOR STOP _ W/ CAULK JAMB EXTENSION INSULATED GLASS INTERIOR STOP / INSULATED GLASS 2X_ JAMB INOOW UNIT WINDOW STOOL W ATTACHED EXT. TRIM DOOR ASSEMBLED INTERIOR EXTERIOR DOOR UNIT EXTERIOR 1X_ DRIP CAP INTERIOR (TOP k 510E VIEW) INTERIORE%TEBIOR (TOP VIEW AT SIDE) FRAME WALL _ (WINDOW JAMB) P VIEW AT SIDE) E— 3a (DOOR JAMB) E— 4a - (AT DORMER & GABLE) eCAUEDGE 2X2 SPLINE VAPOR BARRIER p3lSXL LO*-- DRIP EDGE LOG WALL DRIP EDGE LOG WALL 1" STRIP OF SILL-SEAL SETTLING SPACE SETTLING SPACE EXTERIOR TRIM INSULATION LOG WINDOW PLATE VAPOR BARRIER INTERIOR TRIM EXTERIOR TRIM2' SETTLING SPACE \ /NAIL (IVP) INTERIOR T (FILL WITH BATT INTERIOR TRIM i INSULATION) 2' SETTLING SPACE HEADER (FILL WITH BATT VAPOR BARRIER PRE-CUT JAMB EXTENSION INSULATION) 5/4 EXTERIOR STOP NAIL 1%6 EXTERIOR TRIM ` EXTERIOR TRIM \ 1%_ PINE BACK FRAME FOR DOOR NAIL (NP) INTERIOR STOP INSULATED GLASS DOORWINDOW UNRAMB EXTENSION (TOP VIEW AT SIDE) IX_ PINE INTERIOR STOP WINDOW SASH (AT WINDOW JAMB) OR FRAME INSULATED GLASS WINDOW DETAILS INIERIOR EXTERIOR INTERIOR EXTERIOR E- 1 INTERIOR EXTERIOR i (SIDE NF1". AT TOP) E- 4 b (SIDE VIEW AT TOP) E— 6 a SCULPTURED TRIM E— 3 b CAT 0001 HEADER) (AT WINDOW HEADER) 2' SETTLING SPACE VAPOR BARRIER 2%_ JAMB W� DRIP EDGE JAMB UNR SETTLING SPACE VAPOR BARRIER DOOR UNIT LOG WALL JAMB EXTENSION PRE-CUT JAMB WINDOW UNIT 1X_ GRIP CAP EXTENSION INSULATED GLASS INTERIOR TRIM PRE-HUNG DOORYAJSSEMBLED DOOR UNIT WINDOW SASH 2" SELLING SPACE CAULK EDGE WINDOW SILL (FILL SLIGHTLY WITH AMB E)(iENSION \PAT INSULATION) BLOCKING NAIL (1YP)�- 1%6 EXTERIOR TRIM INTERIOR TRIM WINDOW SILL EXTERIOR TRIM LOG WALL VAPOR BARRIER l-EXTERIOR TRIM INTERIOR PINE ESTOP \\ HEADER FILLER STRIP (5/4' STOCK) INTERIOR TRIM / \ 5/4 EXTERIOR STOP a INTERIOR EXTERIOR INSULATED GLASS QINTERIOR INTERIOR EXTERIOR rDREESSEO DECKING ® PORCH (SIDE VIEW AT BOTTOM) LOG WALL p�S�p4. D EXTERIOR (AT WINDOW SILL) (SIDE VIEW AT TOP) 2X2 SPLINE (SIDE NEW AT BOTTOM) (AT WINDOW HEADER) (AT DOOR SILL) m L" STRIP OF SILL-SEAL 1x_ STOP '- WINDOW OR INSULATION E- 3c DOOR E- 4c FRAMED FIXED GLASS E- 6bUNFRAMED FIXED GLASS NOTE: IT IS CRUCIAL THAT ALL SIDE AND TOP J 1 M 5ARNA L®CS 51°5TEM5 FACINGS BE NAILED INTO THE JAMBS AND NOT INTO THE LOG WALL TO ALLOW FOE SETTLINGCU5TOM STANDARD DETAILS LL I �R[D 41��?I-J- PLAN5FOR: PO. 0 DEALER:JBLS NUMBER: DATE: 03/20/96 GOOR- DRAWN CHEGKED DLNATORAETAILS BY: 1AH BY: COPYRIGHT Iqq2, ALL RIGHTS RESERVED BY: BARNA AND COMPANY ID PO. BOX 4529, ONEIDA TENNF55EE 31841 �J La65nmms" 423-%9-8559 ACAD DOOR DETAILS DUE TO VARIANCE IN LM CODES/COVENANGES JIM ARBA SYSTEMS NA N IOEN ANY DRAWING: E - 2 A5 E PLANS G EJE6INFE THE ELASTOMER IS RESPON51 NC FOR APPROVAL BY A LICENSED PAGE 5 NSPECTOR AND/OR ENGINEER IF REQUIRED.ANY DI5GREPANOIES IN THE PLANS SHALL BE CUSTOM BROUGHT TO THE ATTENTION OF JIM BARNA ILOG SYSTEMS DESIGN DEPARTMENT BEFORE THE slsN of MAL Tr m PROGEEDING WITH THAT PORTION OF WORK. THE5E PLAN5 ARE THE PROPERTY OF JBLS. Do not scale drawln951 Printed dlmenslons supersede all scale factors NOTE: SETTLING WILL OCCUR WHENEVER THERE ARE SOLID LOGS WALLS BETWEEN THE BEARING SURFACES OF THE CEILING AND THE F T 1 FLOOR. � STRIP OF SILL-SEAL (- J" L T 1 L SUPPLIED UP THE LOG 1X_ FURRING STRIP UP VALLEY CARE MUST BE TAKEN WHEN THE PLUMBING L- -L- -I- J- -I- J GABLE FOR SHEATHING SUPPORT T&G AND HVAC LINES ARE BEING RAN BETWEEN THE NAI INSULATION PANELS 3/8" X 10" LAG BOLT STRIP OF SILL_SEAL TWO FLOOR LINES. Do NOT BREAK 2nd LAYER 3/8" X 10" LAG BOLT SUPPLIED UP THE LOG INSULATION BUTT JOINTS,OVER GABLE PLUMBING LINES MUST NOT BE CONNECTED 1st LAYER INSULATION BUTT JOINTS. T&G N CLOSE TO THE POINT WHERE THEY COME THROUGH STAGGER THE JOINTS. THE FIRST FLOOR, BUT SHOULD BE CONNECTED 1X_ FASCIA - FAR ENOUGH BACK To ALLOW FOR SETTLEMENT T&G \ 15 FELT AND SLOPED ENOUGH TO MAINTAIN THE REQUIRED 2 SHEETS OF INSULATION \ 1" DRILL HOLE H SLOPE AFTER SSETTLEMENT HAS OCCURED. CONTINUOUS VENT �T&G DECKING 1 ��1" DRILL HOLE RAFTER STAGGER INSULATION JOINT - VERTICAL HVAC BETWEEN FLOOR LINES SHOULD 1X_ EXTERIOR TRIM UP VALLEY FOR BETTER RAFTER INCORPORATE SLIP JOINTS OR SIMILAR SETTLING FOR BETTER JOINT SEAL JBLS LOG WALL MEASURES. 1X EXTERIOR TRIM LOG GABLE F- 4 F- 8 BUTT JOINT F- 9 RAKE F- 10 VALLEYS END VIEW SIDE VIEW EXTERIOR SEAL THOROUGHLY SET BACK TO ALLOW FOR VENTILATION ' II 2X_ STUD PARTITION W LIQUID FOAM ,/� SHEATHING BOARD ON BOARD II / 1X_ FURRING STRIP EACH SIDE SIDING BLACKBOARD IF NEEDED II LAP FELT OVER RIDGE 2X2 FURRING II SOLE PLATE T&G DECKING F- 1 LOG GABLE 0 16" O.C. II NAILER #15 FELT INSULATION PANELS RIDGE 10 NOTE: SET BACK STUD PARTITION FROM FACE OF LOG APPROPIATELY EXTERIOR WALL FINISH T&G DECKING EXTERIOR FLASHING BEAM RAFTER STRIP OF SILL-SEAL BLACKBOARD INTERIOR END VIEW SUPPLIED UP THE LOG STUD WING WALL FRAME GABLE F- 1 1 RIDGE GABLE NAIL 2X_ BLOCKING RIPPED F- 5 W/ BOARD ON BOARD SIDING TO PROPER HEIGHT OVERHANG iX_ FURRING STRIP �2X_ RAFTER BLOCKING 2X_ NAILER 3/8" X 10" LAG BOLT SHEATHING iX_ FASCIA T&G \ EXTERIOR BLACKBOARD 2X_ STUD PARTITION \ 1" DRILL HOLE 2X_ STUD PARTITION / 30# FELT & SHINGLES LOOKOUTS @ 24" O.C. BLACKBOARD 1/2" SHEATHING \ 1X_ EXTERIOR TRIM RAFTER ` T&G SHEATHING GABLE LOG JBLS LOG SIDING (TOP VIEW) LOG SIDING 1 X_ FURRING STRIP T&G DECKING 4X__ RAFTER SOLE PLATE INSULATION PANELS-- END VIEW CUT BACK FACE NAILER END VIEW 15# FELT OF TOP LOG TO F— `Z LOG GABLE W� FULL SHED DORMER RECEIVE Loc SIDING T&c SHEATHING 4x_ RAFTER (FRONT VIEW) 2X_ RAFTER BLOCKING INSULATION SPACE FLASHING & FRAMING NOTE: SET BACK STUD PARTITION BEAM NOTE: CUT LOG SIDING JOINTS TO BREAK ON iX_ TRIM 2X_ RAFTER PLATE FROM FACE OF LOG APPROPRIATELY STUDS WITH 45' ANGLES TO FACILITATE NAILING. CONTINUOUS VENT �� END VIEW INSULATION sioP FRAME GABLE KICKER 3" STRIP OF SILL-SEAL W LOG SIDING & HALF LOG TOP 2x10 FASCIA 1 1/2" SETBACK / " JBLS LOG WALL EXTERIOR INTERIOR EXTERIOR 2X_ STUD PARTITION JBLS LOG SIDING 2X_ STUD PARTITION OVERHANG EXTERIOR BLACKBOARD BLACKBOARD BLACKBOARD RED WALL EXTERIORFINF- 1 5�� F OPTIONAL STUD WING WALL 2X_ NAILER Z_ �' INSULATION PANELS JBLS LOG SIDING SOLE PLATE T&G DECKING MENDING PLATE OUTER ROOF SHEATHING FLASHING 2X_ BLOCKING RIPPED SOLE PLATE . RAFTER\� T&G DECKING m� ���GZtiG�Br' TO PROPER HEIGHT NAILER SANDWICH ROOF SHEATHING 9% - 2X_ FAS IA BEAM M- .'BA° LOG SYSTEMS T&c SHEATHING BEAM — EDEALER: STANDARD DETAILS "F" RAFTER END VIEW FRAME GABLE oR1.NRHE: 03D 22 96 S BY. JHB BY W/ LOG SIDING & FULL TOP LOG C1 S 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY F- 3 DORMER WING WALL F- P.O. BOX 4529, ONEIDA TENNESSEE 37841 DUE TO VARIANCE IN LOCAL CODES/COVENANCES JIM BARNA LOG SYSTEMS MAKES NO WARRANTY lGc SYSTEMS 4 FLASHING & FRAMING AS TO PLANS CONFORMANCE. THE CUSTOMER IS RESPONSIBLE FOR APPROVAL BY A LICENSED DRAWING: 423-569-8559 ACAS 2 INSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN THE PLANS SHALL BE M:EIT OM PAGE 6 BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DESIGN DEPARTMENT BEFORE THE SiGn' cF QUALITY Tu d PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBLS. not stole draw p Printed dimensions suPe .6. all scale factors Q T&G ROOF SHEATHING SLOTTED HOLE RAFTERS 2X_ RAFTER LEDGER SLIP FLASHING 2X_ FASCIA T&G AND/OR SANDWICH ROOF SYSTEM SLOT MUST EXTEND 2X_ R PLATE _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ BEHIND RAFTER HEADER r------ 2X_ RAFTER LEDGER 1X_ DRESSED TRIM BLA KBOARD ., E4X_ INTERIOR WALL FINISH LOGCSIONG OR EXTERIOR SHEATHING SLOTTED HOLERAFTER1X4 TRIM 2X_ STUD PAETITION 1X_ DRESSED TRIMLAG BOLT WITH WASHER EXTERIOR SIDINGER TOP VIEW ------------- G - 2 ATTACHED NON-SETTLING EXTERIOR SHED RAFTER DETAIL SETTLING SLOT PER DETAIL SLIP FLASHING SLOT MUST EXTEND a BEHIND RAFTER *LAG AND OR SANDWICH ROOF SYSTEM 4X RAFTER 0 ED HOLE { 1X_ DRESSED TRIM WASHER - 0INTERIOR WALL FINISH BLACKBOARD 2X_ STUD PARTITION - LOG SIDING OR EXTERIOR SHEATHING 0 1X_ DRESSED TRIM SPED o m j �. SET-IN WALL STARTER yr '6 , ATTACHED NON-SETTLING EXTERIOR GABLE RAFTER DETAIL F �I' BA NA LOG EMS CUSTOM STANDARD DETAILS "G" PLANS FOR: P.O. DEALER: dBLS NUMBER: DATE:OJ/20/96 ATTACHED NON-SETTLING EXTERIOR WALL DETAIL G _ 3 COOT— BY: CHECKED G - 1 4flAWY DwnroR: DETAILS By BY BY lCOPYRIGHT 1992, ALL RIGHTS RESERVED BY: BARNA AND COMPANY D ° P.O. BOX 4529, ONEIDA TENNESSEE 37841 4 DUE TO VARIANCE IN LOCAL CODES/COVENANCES JIM BARNA LOG SYSTEMS MAKES NO WARRANTY LOG 423-569-8559 ACAD DRAWING:AS TO PLANS CONFORMANCE. THE CUSTOMER IS RESPONSIBLE FOR APPROVAL BY A LICENSEDINSPECTOR AND/OR ENGINEER IF REQUIRED. ANY DISCREPANCIES IN THE PLANS SHALL BE CUSTOM PAGE 7BROUGHT TO THE ATTENTION OF JIM BARNA LOG SYSTEMS DESIGN DEPARTMENT BEFORE THE SICKpOnd O PROCEEDING WITH THAT PORTION OF WORK. THESE PLANS ARE THE PROPERTY OF JBLS. Do not scale drawings! Printed dimensions supercede oil scale factors I � I I I I 1„ II I/211 I I _ WASHER NUT i ROUND L06 SIDING 1/2" BLAGKBOARO NUT I 2x SND FRAMING I I FADE NAIL LOG SIDING I I WITH 6ALVANIZED NAILS, I I " 5ETTLINO JACK PORGN SETTLING JAGK I/ ON EACH COURSE i I LOWER FULL L06 CORNER RIPPED FOR LO6 SIDING STUD WALL I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � UPPER FULL L06GORNER ROUND LOG 51DIN6 I I RIPPED FOR LOG SIDING 5HEATHIN6 I — I I I 30n FELT FLASHING ROUND L06 NOTCH 3/4" 05E 5HEATHIN6 BOARD / 50 L06 SIDING — — — — FACTORY SAW GUT I 1I - I FLOOR J015T N PRE55UPE TREATED HOUSE BAND I — FIELD GUT 11 (YOUR GUT) I PRE55URE TREATED SILL PLATE 5Q LOC 51 D I NC 5TUDWALL ROUND FULL L06 CORNER W/ L00 51D NNO PLAI I I I I VIEW I I FLA5HIN0 DETAIL @ PORGH/DEGK - I I - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - -- - - - - - - - - - - -- -- - - - - - - - - - - - - - + - - - - - - - - - - - - - - - -- - I I I I I I I I 1/2" BLACKBOARD 5OUARE L06 SIDING I Q OLYLOG FA5TENER- FASTENED FROM RD LO6 51DIN6 TOP COURSE INTO GOUR5E BELOW, 2x STUD FRAMING ON EACH COURSE � FASTEN WITH GALVANIZED NAILS OR I SGREW5 AND COUNTERSINK HEADS I 02 201) OR 300 NAIL - 5PIKED NAIL OR SCREW PLACEMENT IS APPROX. 1 FROM TOP OF I/2 LOG, TOE- !i" FROM EACH PLACEMENTRTIZONTAL EDGE NAILED INTO F 1/2(GALVANIZED NAILS) LOWER FULL L06 CORNER X RIPPED FOR L06 51DIN6 I 5OUARE L06 51DIN6 UPPER FULL LOG CORNER _ RIPPED FOR LOG SIDING ID 1 /2 LOC STUDWALL 11 I I — DOVETAIL NOTCH I �� AgOy FACTORY SAW GUT �`' •�,`- 6. OHo — — iT I I w•e � pi n� 1 �• �'�� I MITER GUT WHERE END OF SIDING WILL BREAK FIELD GUT I ON SND TO FALGILIATE FASTENING. .q (YOUR GUT) N RD LOC 51 D I NC STUDWLL DNST°M I PLANSFOR: 5TANDARR_DETAIL5 "H DEALER: JBLS NUMBER: DATE:7I23Igq GOOK- DRAHN CHECKED }� DINATOR: BY: JHB BY: cJ GOPYRIGHT 1992;ALL RIGHTS RESERVED BY: BARNA AND COMPANY D p D I D P.O. BOX 4529, ONEIDA TENNESSEE 31841 We 5MENS 423-569-8559 AGAD # 5OUARE FULL LOO GORNER W/ L06 51 DI N6 AS TO VARIANCE IN LOCAL THE R JIM BARNA L06FOR SYSTEMS MAKES NO WARRANTY DRAWING: AS TO PLANS AND/OR E 51 NCE. IF EMIRER 15 RE5PON51BLE FOR APPROVAL SH A LICENSED PAGE #$ PLAN VIEW INSPECTOR AND/OR ENGINEER IF REGMIIRED. ANY DISCREPANCIES IN THE PLANS SHALL BE DETAILS 5ROU6HT TO THE ATTENTION OF JIM BARNA LOS SYSTEMS DE516N DEPARTMENT BEFORE THE 51&N of"ALI, TH P drowln 51 Do not scale Printed dlmen5lons su er5ede all scale Factors PROCEEDIN6 WITH THAT PORTION OF WORK.THE5E PLANS ARE THE PROPERTY OF JBL5. 9 I I I VENT SPACE NOTE: THE BREAK SEAM FOR THE DIFFERENT MATERIALS I FILLER BLOCK I GOULD AL50 GHAN6E OVER THE SQUARE RAFTER ROOF 5HEATHIN6 2x4 FURRING STRIPS IX FURRIN6 5TRIP5 I ' RIDGE 5HED RAFTER I IX TS6 DECKING V2X TSG DEGKIN6 COMMON RAFTER I ALL ROOF A55EMBLY WITH Ix 2x DEGKIN6 MATERIALS MUST BE DECISIONS AS TO RIDGEHEDI FERENCRAFTER IN EXT PLACEMENT MUST BE RECOGNIZE BY THE DIFFERENCE IN EXTERIOR HE16HT CREATED BY VARIATIONS IN PITGH AND IN THE OVER DIFFERENTLY SPAGED RAFTER5 BUILT-UP ROOF SYSTEM (5EE DETAIL) 1 RAETER5 $ RID6E 5EGTION I - - - - - - - - -- - - - - -- - - -- - - - -- - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - I - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - Loa - - - - - - - - - - - - r- - I I I LOG GABLE BLOCKING RAFTER I i FOR FIELD INSTALLAT'ON: USE A 2" DIA. HOLE 5AW TO DRILL INTO THE END OF THE RAIL5 AND SPINDLES.THE DRILLED END GAN THEN BE BEVELED WITH A 5KILSAH 2x10 RAKE HEADER I RAIL ANGLED ® 45 DEGREES TO HAKE THE TENDON. DRILL THE RAILS AND P05T5 WITH Y 2' HOLE 5AW AND PLACE 5PINDLE5 50 THAT A MAXIMUM OF 4" 15 BETWEEN THE I m SPINDLE P05T SPINDLE. 777 NOTE: INSTALL BOTTOM PLATE i. ,� / AFTER INSULATION 15 IN PLACE '�' 4:: THE GODE REQUIRE5 6JARDRAIL5 FOR OPEN SIDES OF 5TAIRWAY5 AND AROUND PORCHES, BALCONIES,OR RA15ED FLOOR SURFACES WHEN THE DISTANCE TO GRADE OR ANOTHER i I FLOOR 15 MORE THAN 30 INCHES. � � I � I 2,6 BOTTOM PLATE CODE REQUIRE5 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR 6RADE BELOW TO HAVE 0ARDRAIL5. A REQUIRED 6UARDRAIL HEIGHT OF 36 INCHES FOR PORCHES, BALCONIES, OR RAISED FLOOR SURFACES AND 34 RAKE 5 A/61�BLE HEA:�rzfk SET I L NCHES FOR OPEN SIDES OF STAIRS. L/ I f"'` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - OPTIONAL - - - - - - - - - OPTIONAL RAFTER LOGATION j 12 \ �F'REe c R0'yi q RIDGEA RID6E6 12 \\ '� y 6 :r 07916. •+� F OF NES 5ARNA X06 5Y � M� I VALLEY RAFTER I PLASFOR; STANDARD DETAIL5 I RIDGE SUPPORT POST VALLEY RAFTER GUT 0 BEARING SUPPORT TO BE CUT 4 DEALER: JBL5 N MBER: DATE:lI23Aq I FOR 4" BEARING. THI5 WILL 61VE 5TRON6ER SUPPORT COOR- DRAWN CHECKED FOR THE VALLEY. DO NOT GUT VALLEY RAPIER TO 51T DINATOR: BY: JHB BY: ON TOP OF RAFTER PLATE, �JJ COPYRIGHT Igg2, ALL R16HT5 RESERVED BY: BARNA AND COMPANY o D P.O. BOX 452q, ONEIDA TENNE55EE 3W1 I DUE TO VARIANCE IN LOCAL GODE%OVENAN6E5 JIM BARNA -O6 5Y5TEM5 MAKE5 NO WARRANTY Lab srsTe�s ,; DRAWIN6: 423-56q-855q AGAR # - A5 TO PLANS CONFORMANCE.THE 6U5TOMER 15 RE5PON51BLE FOR APPROVAL BY A LIGEN5ED RI D6E GONNEGTI ON SEGTI ON NSPECTOR AND/OR ENCINER IF REQUIRED. ANY D15GREPANGIE5 IN THE PLANS 5HALL BE DETAILS PAGE # 5ROU6HT TO THE ATTENTION OF JIM BARNA L05 5Y5TEM5 OE516N DEPARTMENT BEFORE THS 56N of qU Ty TM - PROCEEDIN6 WITH THAT PORTION OF WORK.THESE PLANS ARE THE PROPERTY OF J131-5. - Do not Scale drowing5l Printed dlmen5lons supersede all scale factors