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Home My WebLink About30940-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31530 Date: 04/12/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2545 MILL RD SOUTH/PEC HOUSE ( NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 67 Block 6 Lot 13 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 21, 2005 pursuant to which Building Permit No. 30940-Z dated FEBRUARY 7, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH & REAR DECK. The certificate is issued to JAMES J & MAURA O'MALLEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0019 04/11/06 ELECTRICAL CERTIFICATE NO. 2069162 01/26/06 PLUMBERS CERTIFICATION DATED 04/12/06 PECONIC PLUMB.& HEATING XWEhorizecfSignature Rev. 1/81 m1raPapamPapd--di'mrJ0f0r�EM mm 00 1 1 n Ccl 5 / BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY c5 40 FUL.TON STREET — NEW YORK, NY 1003851 S 5 CERTIFIES THAT 51 5 Upon the application of upon premises owned by 5 5 5 ROSLAK ELECTRIC JAMES O'MALLEY c 5 P.O. BOX 164 2545 MILL RD 5 5 CUTCHOGUE, NY 11935-2453, PECONIC, NY 11958 SS rS Located at 2545 MILL RD PECONIC, NY 11958 C� c� Application Number: 2069162 Certificate Number: 2069162 �5 Section: Block: Lot: Building Permit 30940Z�' BDC' ns11 5 Described as a Residenti 1600-11�$s�uare ft. occupancy, wherein the premises.el al system consisting of 5 5 electrical devices and wiring, describe a w, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 26th January,2006. r5 Name OTY Rate Ratine Circuit Type 5 C55 Alarm and Emergency Equipment 5 � Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 Appliances and Accessories Dish Washer 1 0 1.2 KW Furnace 1 0 Oil 5 Pump Motor 1 0 1 H.P. 5 SWiring and Devices 5 Outlet 18 0 Fixture 5 5 Fixture 17 0 Incandescent 5 5 Fixture 1 0 Flourescent 5 5 Outlet 80 0 General Purpose 5 Receptacle 43 0 General Purpose 5 5 Switch 51 0 General Purpose 5 Receptacle 1 0 50 amp Range 5 Receptacle 1 0 20 amp Laundry 5 Receptacle1 0 30 amp Dryer sea! �+ 5 Receptacle 8 0 GFCI 7� 5 Continued on Next Page 1 of 2 rS 55 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S o sr rawarnsvu.rs�nern rss�rsrs�rnrs�r�� s s ��rn �n�nnsrsrsrs�nrn�n'0111 n�s�n 51 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by ROSLAK ELECTRIC: JAMES O'MALLEY 5 P.O. BOX 164 2545 MILL RD 5 Cj CUTCHOGUE, NY 11935-2453, PECONIC, NY 11958 Cj c Located at 2545 MILL RD PECONIC, NY 11958 CSU Application Number: 2069162 Certificate Number: 2069162 c� Section: Block: Lot: Building Permit:3094OZ BDC: ns11 5 5 Described as a 600-I1 s uar ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring,Residential[escribed%e�w,elocated in/on the premises at: 5 5 Basement, First Floor, Second Floor, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 CU herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 26th Day of January,2006. 5 Name QTY Rate RALia& Circuit Type 5 5 Service 5 I Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 5 5 5 5 5 5 5 seal 5 2 of 2 c5 SThis certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 rsrns��rnI � Town Hall,53095 Main Road Fax(631)765-9502 P.O..Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:— 141t2.10(e Building Pennit No. Owner: -- ftMMnL_Pt0_ 0 Mkf-kk (Please print) Plumber: Pe-r-on., e (Plea in 4.r I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /(P6;n-bers Aram�re) Sworn to before me this (v— day of 20u�p Notary Public, County FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30940 Z Date FEBRUARY 7, 2005 Permission is hereby granted to: JAMES J & MAURA O 'MALLEY 712 WILLOW ST CRANFORD,NJ 07016 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 2545 MILL RD SOUTH/PEC County Tax Map No. 473889 Section 067 Block 0006 Lot No. 013 . 001 pursuant to application dated JANUARY 21, 2005 and approved by the Building Inspector to expire on AUGUST 7, 2006 . Fee $ 1 , 264 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 ,'R 12 OMPUTER° SSOCIATES Software superior by design. _- 09Y� MAR 1 0 James J. O'Malley 2545 Mill Lane P.O. Box 521 Peconic, N.Y. 11958 Town of Southold Date: March 24, 2006 53095 Main Road P.O. Box 1179 Southold, New York 11971 RESENTION OF LETTER OF AUTHORIZATION dated August 16, 2004 re. Lots 1000 067 6 12 & 13 To Whom It May Concern: Please be advised that Mr. Douglas McGahan is no longer authorized to represent Mr. and Mrs. James J. O'Malley in relation to obtaining a building permit and providing information that may be required by Southold Township; Departments, Boards and Committees. Sincerely, James J. alley Attachment: letter dated 8/16/04 r James J. O'Malley WR 10 712 Willow Street Cranford, N.J. 07016 Town of Southold Date: August 16, 2004 Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,New York 11971 LETTER OF AUTHORIZATION re. Lots 1000 067 6 12 & 13 To Whom It May Concern: Please be advised that Mr. Douglas McGahan is authorized to represent Mr. and Mrs. James J. O'Malley in relation to obtaining a building permit and providing information that may be required by Southold Township; Departments, Boards and Committees. cerely, L aures J. O'Malley BAY CREEK BUILDERS, LLC D. W. MCGAHAN RESIDENTIAL DESIGN CONSTRUCTION AND CUSTOM RENOVATIONS TELEPHONE P.O. BOX 602 (631) 734-6270 CUTCHOGUE, N.Y.11935 April 12, 2006 Building Department Town of Southold Main Road Southold, N.Y. 11971 To Whom it may concern: This letter is to inform you of changes that were made to the construction of the O'Malley residence, 2545 Mill road, Peconic, N.Y.that are reflected on the final survey, but not on the original plans for the house that were submitted for the building permit, # 30940 Z. The garage under the house was omitted because of the ground water conditions that exist and a Bilco basement access door was added. The Driveway and landscape are currently being done at this time. Th� Douglas McGahan General Contractor JAMES.1. DEERKOSKI, P.L. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Plumbing Inspection Omally 2545 Mill Rd. 1 Southold, NY 11971 Permit# 30940'/.. To Whom It May Concern: A Plumbing Inspection was Performed on this Structure, and all Plumbing was clone correctly and also meets all state and local buildiug codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. p1e�1N r. Sinccrely 5I{ i s . ecrkoski P.E. `�O�Essta � FIELb INSPECTION REPORT DA'VE COMMENTS 1N -0 FOUNDATION(IST) - • �� O ----------------------------------- - FOUNDATION(2ND) - d O Y rA �J' o i ROUGH FRAMING& PLUMBING - r INSULATION PER N.Y. STATE ENERGY CODE - FINAL or eA-2_ Q , 6 - o. ADDITIONAL COMMENTS f 9 n o Uo 6Z oG ' CO 0 - z _ a - o r dd C3, SOf/ry�� coutm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DATE �'v d INSPECTOMA=t:� fx �O�aOF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L-2 te r DATE / S INSPECTOR I 'OF SOOlyo6 3 ° 9J�° z © TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [! ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - F REMARKS: C� DATE �� S INSPECTOR " ' 765.1802 BUILDING DEPT. INSPECTION [ vf FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: s. DATE 17�°S INSPECTOR . 3oq ,�o z 765.1802 BUILDING DEPT. INSPECTION [)Q FOUNDATION IST [ ] ROUGH PLBG. ✓[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE/SAFETY INSPECTION R7ARKS- Ltird7� Lv` t/�, T \ L� r os� DATE �� INSPECTOR �a I S0/1, 309 z AJ Now� � 1 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION , REMARKS: � �p A� DATE J INSPECTOR �� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �.�.a.... �.�L¢ 0E. ex "le, �'• o• DATE �� Oho INSPECTOR �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 JAN 2 1, 26cr) 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. .30 or qo Check Septic Form N.Y.S.D.E.C. Trustees Examined_ 7 209_ Contact: Approved t41-7 '20Q Mail to: Disapproved a/c , Phone: Expiration_,20 OL _ Building Inspector 4 APPLICATION FOR BUILDING PERMIT Date 8f K 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector isTtcs a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appl ant or name,if a corporation) C,.^py�-nfx� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4et4eeCl- Ct*xwcC'TyP-- Name of owner of premises -2j k" Muo MfM2k O VAAU-Z'( s� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 13 t o£f CiT Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: a*ws¢- oG rA0-mi ^iC, 8 _C 4-&Vi' 94ft House Number Street Hamlet County Tax MAP iia I00 Section O &a- b-+ Block b Lot l Subdivision �4 P uo6 Filed Map No. Lo 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vtht� L?VKP b. Intended use and occupancy 5t Wus 1zRwtu.n PX3 3. Nature of work (check which applicable): New Building__t Addition Alteration Repair RemovalDemolition Other Work (Description) 4. Estimated Cost 'j 225-,033 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling wiits____3 Number of dwj�lting,units on e5),i oor If garage, number of cars s ' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 6tTr Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front __Rear Depth 10. Date of Purchase _Name of Former Owner 11. Zone or use district in which premises are situated , 12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO i/ 13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises i MAzA mit Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) DCV4LAS LAC 4AAW being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Cz*r+l�lecstefL (Contractor, Agent, Corporate Officer, etc.) )f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; .hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 'wom to before me this 5 day of_C 2004 it �"A �. �l c c _ia kp�� Notary Public Sign f Applicant LINDA S.TAGGARr Notary Public,State of New York QMIMN�1 Expires March� 1 � APPEALS BOARD MEMBERS p� COG Southold Town Hall Ruth D. Oliva, Chairwoman �� 'y� 53095 Main Road Gerard P. Goehringer y = P.O. Box 1179 Lydia A. Tortora • Southold,NY 11971-0959 Vincent Orlando Tel. (631) 765.1809 James Dinizio,Jr. l #t �p Fax(631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION NOVEMBER 4, 2004 ZBA Ref. 5596—JAMES and MAURA O'MALLEY; EDWARD MCGUIRE, EILEEN MAGUIRE. Street& Location: Mill Road and Miami Avenue, Peconic County Parcel Ref. 1000-67-6-11 and 67-6-10 as the first lot; 67-6-13.1 (12 and 13 as the remaining lot). Date of Public Hearing: October 21, 2004 PROPERTY FACTS: The property which is the subject of this request to unmerge is SCTM 1000-67-6-11 (Lot 23.2), unimproved land on McCann Lane in Greenport with road frontage of about 55 feet and depth of 160 feet. This land comprises the southerly half of original Lot 14 in the Eastern Shores subdivision, which was filed in 1964. (The adjoining land, SCTM 1000-33-3- 40.1, abuts this land on the northerly property line.) BASIS OF REQUEST: Building Department's Notice of Disapproval dated August 12, 2004, amended August 23, 2004, stating that the subject property, 67-6-13.1, has merged with the adjacent property(67-6-11 and 10), pursuant to Section 100-25, by reason of common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50)feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the bulk schedule requirements. The property is located in the R-40 Low-Density Residential Zone District. RELIEF REQUESTED: Applicants request, under Section 100-26, a waiver of the merger of the land area consisting of 16,198.61 sq. ft., shown as 13.1 on the Suffolk County Tax Maps, Section 67, Block 6. The remaining merged land area is noted as .46+- of an acre, identified as County Parcel Ref. 10 and 11. ADDITIONAL INFORMATION: The applicants have obtained sanitary system and private well approvals for a single-family dwelling on 8/2/04 from the Suffolk County Department of Health Services under HS Ref. No. R-10-04-0019 for the 16,198.61 sq.ft. portion of the property. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Lot 13.1 is vacant, unimproved property and comprises lands referred to as 12 and 13 shown on prior County Tax Maps, consisting of a total area of 16,198 square feet and having direct frontage along Inlet Road to the east and Miami Avenue, an unimproved road, to the south. This property is also shown as Lot 6 on the 1926 Map of Property of Blanche T. Dickinson filed in the Office of the County Clerk. CTM Parcel 13.1, owned by O'Malley, is equal to, or greater than, the size of the typical lot originally laid out in that subdivision. 2. The remainder is owned by Edward and Eileen Maguire, since acquiring the property in 1955. This land area consists of combined CFM Lot Ref. 10 and 11, with an area of.46+-of ALFRED STAHL CONSULTING ENGINEER 11 MAYA DRIVE VOLTON, NY 12831-1492 518-587-2420 FEB 3 January 28,2005 Mr. Doug McGahn P. O.Box 602 Cutchogue,NY 11935 Dear Mr.McGann I have received the direction from Northeastern Log Homes to provide you the required foundation details to satisfy the Town of Southold building department. The subsequent foundation is designed,based on a minimum soil bearing capacity of 1,500 pounds per square foot. Detail,A/3 on sheet A, is to be enhanced as follows: 1. The footing rebar, is to be two(2)#4 bars,with#4 ties at 14 inches. 2. The wall reinforcement,placed 3"from the inside wall,with#4 bars at 14 inches each way. 3. All concrete in the walls and footings to be 3,000 psi at 28 days,minimum. 4. All floor concrete to be fibrous mix,4,000 psi at 28 days,minimum. By signing and sealing this letter, I am stating for the building department,that this design will comply with the Residential Code of New York State. Please contact me for any additional requirements related to this additional engineering. Respectfully; �S aF NEW �qP �0 E. S 09 ryZ � 141 *MAIE. PENo.55731ary Jordan,Northeastem Log Homes �Fap9p FES5I0 Jim and Maura O'Malley n 114 i. , , rrn ...]. tV � F'f n ni-,aJ �Y(). LCj Lief n. and7 �. ompany I65 1Old Country Road,, PO Box 419 c Suite 2 Riverhead, NY 11901-0203 Phone: 631-727-7760 Pax: 631-727-7816 CLandAmerica Commonwealth CONFIRMATION Title No.: RH80032493 Sales Rep: LISA FOX Applicant: OLSEN 6 OLSEN, LLP Date of Application: NOVEMBER 17, 2003 Order Type. Informational Attorney for Buyer 01 DAVID OLSEN, ESQ. OLSEN &OLSEN, LLP MAIN ROAD P.O. BOX 706 CUTCHOGUE, NY 11935-0876 631-734.7666 Fax 631-734-7712 Record Owner(per applicant): EDWARD H. MAGUIRE and EILEEN MAGUIRE Premises: 2545 MILL ROAD, PECONIC, NY 11958 District: 1000 Section: 067.00 Block: 06.00 Lot: 01.2.000 AND 013.000 County: SUFFOLK T/O: SOUTHOLD TRANSACTION: Survey Instructions: Additional Searches Ordered: Notes: SINGLE&SEPARATE SEARCH WE ARE PLEASED TO CONFIRM YOUR APPLICATION POR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS,YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS. Confirmation ;ui 1„ ,4 1 Lai1aAine,_,.a Commonwealth Title No.: RHBGM2493 Date Printed: November 25,7003 Applicants OLSEN&OLSEN,LLP Order Type: Informational Applicant Mt 10000463 Sales Rep: LISA FOX Premises. 2345 MILL ROOD, PECONIC, NY 11956 County: SUFFOLK Date of Closing: Closer: Purchaser. EDWARD H. MAGUIRE and EILEEN MAGUIRE FEE SHEET ITEM AMOUNT ' ITEM AMOUNT Fee Ins rants 0.00 Recording Fees MortQaqe Insurance 0.00 Deed - Second Mortgage 0.00Mortgage Third Mort a e 0.00 W Satisfaction Of Mortgage Special search 402.00 Survey Departmental Searches certificate of Occupancyv Street Report Bankru Sewer Search HousInQ and Building Transfer Taxes Fire NYS Transfer Tax Emergency NYC RPT Additional Taxes Manslon Tax Su Ins edIon UCCs coup CC's State 8.1 Ersurinonmental _ Waiver of Arbitration Condo Endorsement Mortgansit Tax Mortgagor Morta ee Escrow Service Charlie Escrow Special Deliver TOTAL CHARGES RECEIPTS CHECKS PAYABLE TO Commonwealth Land Title Insurance Company(Orcle One) Buyer/Seiler $ Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ CHECKS PAYABLE TO OTHER THAN Commonwealth Land Title Insurance Company(Circle One) Buyer/Seller $ Buyer/Seller $ Buyer/Seller $ TOTAL RECEIPTS $ *NOTE Rates&charges herein aro subject to change based on the rates In effect at the time or dosing. la$Old Country Road, PO Box 419 suite 2 Riverhead,NY 11901-0203 DNnna• R114.71P7.779A D9V. 9114_771-7R4A 3 File No: RH80032493 Commonwealth Land Title Insurance Company 185 Old Country Road, PO Box 419 ' Riverhead, NY 11901-0203 Phone: 631-727-7760 fax: 631-727-7818 N LandAmerica Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 10/06/03 Title No.RH30032493 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 12/13/76 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein, This Company's liability is llmltod to Twenty-five Thousand ($25,000.00) Dollars. NO policy of Insurance Is to be issued hereunder. Premises: 2545 HILL ROAD, PECONIC, NY L1958 District: 1000 Sectlow 067.00 Week- 06.00 Let=012.000 AND 013.000 County:SUFFOLK T/o: SOUTHOLD Commonwealth Land Title Insurance Company B CATHARINE KING VICE PRESIDENT Title Number: RH80032493 Dated: 10/06/03 Single and Separate Search TQ2001SNY (07/00) File No.: RM80032493 Y CHAIN OF TITLE FOR SUBJECT PREMISES: Cr3 �) District: 1000 Section: 067.00 Blocks 06.00 Lot: 012.000 A_ ND 013,000 IRENE MULLIO DEED TO DATED: 08/19/55 EDWARD H. MAGUIRE AND EILEEN M. MAGUIRE, HIS WIFE RECD: 08/25/55 LIBER; 3957 PAGE 203 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 25th day of November, B 2003. CATHARINFIUNG VICE PRESIDENT n , Notary Public �L AMK Single and Separate Search ftledlinYark Mrch B 7 File Noa RH80032493 CHAIN OF TITLE FOR ADJACENT PREMISES NORTH: District: 1000 Section: 067.00 Block: 06.00 Lot: 010.00&012.000 GRACE A. MAGUIRE DEED TO DATED: 10/29/68 EDWARD H. MAGUIRE AND EILEEN MAGUIRE, HIS WIFE RECD; 11/20168 LIBER: 6458 PAGE 403 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 25th day of November, 61 2003, CATHAiftNE KING VICE PRESIDENT � rj Notary Public �— Single and Separate Search q �ofNfti�Vvky "°Caa.e ime frrcas,�Op7 File Noj RH80032493 CHAIN OF TITLE FOR ADJACENT PREMISES EAST: MILL ROAD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2Sth day of November, e 2003• CATHARINE KING .n VICE PRESIDENT 4:4, a/C�-�`�„ lo Notary Public p�y� Mill, mmildgma Single and Separate Search ft F01 0Emm- CpMhrR686o:Aarl+t4, $ao7 uUu. I, 10114 [:4c�49 l;L ".(, 'i1VtiLA') File Noa RH80032493 CHAIN OF TITLE FOR ADJACENT PREMISES SOUTH: MIAMI AVENUE Commonwealth Land Title Insurance Company Subscribed and Sworn to BY: �� ,, this 25th day of November, t._.�� 2003. VICE PRESIDENT A Q_ Notary Public tMApOa�Na�Ygosrts� Single and Separate Search Nu & r�27 A; " File No.; RHS0032493 CRAIN OF TITLE FOR AD3ACENT PREMISES WEST: District: 1000 Section: 067.00 Block: 06.00 Lot: 014,000 JAMES V. DEVITO AND ROBERT W. CLARK DEED TO DATED: 12/13/76 JAMES F. WARWICK RECD: 12/15/76 LIBER: 8158 PAGE 333 JAMES F. WARWICK DEED TO DATED: 02/03/94 QUIRKE AND WARWICK FAMILY TRUST, JAMES F. WARWICK AND REC'D: 03/24/94 LILLIAM M. QUIRKE, CO-TRUSTEES LIBER: 11669 PAGE 886 JAMES F. WARWICK AS CO-TRUSTEE OF THE QUIRKE DEED AND WARWICK FAMILY TRUST DATED: 12/1.8/96 TO RECD: 01/03/97 ROBERT J. MASINO AND CYNTHIA T. CARROLL LIBER: 11809 PAGE 68 LAST DEED OF RECORD Commonwealth Lend Title Insurance Company Subscribed and Sworn to this 25th day of November, BY: 2003. CATHARINE KING VICE PRESIDENT Notary Public �f Single and Separate Search LLPAP SOdNow Yo* peon yamb' 9k Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release la Data filename: C:\Heat Loss Calc Programs\Rescheck 3.6 1\2004 Data\O'Malley 3 NE-19247.rck PROJECT TITLE: Custom COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.17 DATE: 01/12/05 DATE OF PLANS: 1-16-2004 PROJECT DESCRIPTION: Jim O'Malley 712 Willow Street Cranford NJ 07016 Jobsite: Peconic NY DESIGNER/CONTRACT OR: Northeastern Log Homes 1126 Southampton Road Westfield MA 01085 PROJECT NOTES: Minimum insulation values and heating efficiencies shown. COMPLIANCE: Passes Maximum UA= 510 Your Home UA= 503 1.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimet -V ue R Value -Fad r IUA Ceiling 1: Flat Ceiling or Scissor Truss 144 38.0 0,0 4 Ceiling 2: Cathedral Ceiling (no attic) 1818 0.0 32.5 53 Skylight 1: Wood Frame:Double Pane with Low-E 7 0.420 3 Wall 1: Log:6" Diameter Logs 2121 0.0 211 Window 1: Wood Frame:Double Pane with Low-E 383 0.335 128 Door 1: Solid 53 0.286 15 r Wall 2: Wood Frame, 24" o .c. 337 19.0 0.0 18 Window 2: Wood Frame:Double Pane with Low-E 28 0.340 10 Floor 1: All-Wood Joist/T russ:Over Unconditioned Space 1846 30.0 0.0 61 Boiler 1: Other(Except Gas-Fired Steam), 87.3 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specificatio s are comph ce with this Code. Builder/Designer - �'�.'1 Date O F NF�y 0A Q >r W n P H0. b FESStON�� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSofware'Version 3.6 Release I DATE: 01/12/05 PROJECT TITLE: Custom Bldg. I Dept. Use I I Ceilings: ( ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation I Comments: 1 `21' C�OP�/ Ep C_Gj�ifVt�s [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-32.5 continuous insulation Comments: Sif �iG Mil r2 MAIA/ i4oij'St ppCIF Above-Grade Walls: [ J 1. Wall 1: Log:6" Diameter Logs, R-0 (uninsulated) Comments: L!7G \&/ALl—C�> [ ] 2. Wall 2: Wood Frame, 24" o .c., R-19.0 cavity insulation comments: li SP F'-f�I�L ��, 2 D[` gmoz. WA -L's I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-fictor: 0.335 For windows without labeled U-factors,,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ] No Comments: W4=4Z-C [ ] I 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ty / . 12 _i[✓17 I Skylights: [ j 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-fictor: 0.420 For skylights without labeled U-factors, describe £atures: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: ANC2G7P t—i Nj- I Doors: [ ] 1. Door 1: Solid, U-factor: 0.286 Comments: �� ►�`IAP i t irRCsLA04SUiATri7 F'ioors: [ l 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: 91/ I - Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam), 87.3 AFUE or higher Make and Model Number i Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. q [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented Hamed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric:, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe,Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a beat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on)offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fuids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. � a + + I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatine Runouts Circulating Mains and Runouts Temperature(F) iln toT Un to 1.25" 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thicknessfor HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by_Pine Sizes Pining System Types Ranee(F) 2" Runouts I" and Less 1.25" to 2" 2.5" to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) r AREA CALCULATIONS GROSS LOG WALL AREA CALCULATIONS GABLE GABLE TOTAL WIDTH x HEIGHT + WIDTH x HEIGHT /2= AREA ELEVATION A 52.00 8.46 439.92 ELEVATION B 28.00 8.46 28.75 14.38 443.59 20.25 5.50 55.69 ELEVATION C 37.98 16.31 619,45 14.02 8.46 118.61 ELEVATION D 28.00 8.46 28.75 14.38 443.59 ELEVATION E ELEVATION F ELEVATION G GROSS TOTAL F2120.861 GROSS STUD WALL AREA CALCULATIONS GABLE GABLE TOTAL WIDTH x HEIGHT + WIDTH x HEIGHT /2= AREA SHED DORMER SIDE 20.25 5.50 55.69 GABLE DORMER FACE 8.00 8.00 8.00 2.00 72.00 GABLE DORMER SIDE 11.00 5.50 30.25 GABLE DORMER SIDE 11.00 5.50 30.25 INTERIOR GABLE 8.00 2.00 8.00 GABLE DORMER FACE 8.60 8.00 8.00 2.00 72.00 GABLE DORMER SIDE 11.00 5.50 30.25 GABLE DORMER SIDE 11.00 5.50 30.25 INTERIOR GABLE 8.00 2.00 8.00 GROSS TOTAL = 1 336.69 LOG WALL WINDOW AREA CALCULATIONS UNIT TOTAL AMOUNT x AREA U VALUE AREA 28210 2 8.61 .340 17.22 28310 6 11.41 .340 68.46 3046 10 14.85 .340 148.50 FWG 6068 2 39.34 .330 78.68 ET6 2 6.51 .300 13.02 C23 1 12.00 .330 12.00 CN13 2 5.10 .330 10.20 CN145 2 7.50 .330 15.00 CN16 2 10.20 .330 20.40 GROSS TOTAL = 29 .335 383.48 Page 2 I AREA CALCULATIONS STUD WALL WINDOW AREA CALCULATIONS UNIT TOTAL AMOUNT x AREA U VALUE AREA 34310 2 14.12 .340 28.24 GROSS TOTAL = 2 .340 28.24 LOG WALL DOOR AREA CALCULATIONS UNIT TOTAL AMOUNT x AREA U VALUE AREA Thermatru CC48 1 20.00 .260 20.00 CC37-1A 1 20.00 .230 20.00 CC2040SL-1A 2 6.67 .410 13.34 GROSS TOTAL = 4 .286 53.34 STUD WALL DOOR AREA CALCULATIONS UNIT TOTAL AMOUNT x AREA U VALUE AREA GROSS TOTAL = a GROSS DORMER CEILING AREA CALCULATIONS TOTAL WIDTH x LENGTH U VALUE AREA GABLE DORMER 9.00 8.00 .026 72.00 GABLE DORMER 9.00 8.00 .026 72.00 GROSS TOTAL = 026 144.00 GROSS ROOF DECK AREA CALCULATIONS TOTAL SLOPE x LENGTH U VALUE AREA HOUSE FRONT 20.75 52.00 .031 1079.00 Subtract for Dormers 11.00 -8.00 .031 -88.00 11.00 -8.00 .031 -88.00 REAR 20.75 14.65 .031 303.99 SHED DORMER 16.16 37.82 .031 611.17 GROSS TOTAL = .031 1818.16 Page 3 AREA CALCULATIONS SKYLIGHT AREA CALCULATIONS UNIT TOTAL AMOUNT x AREA U VALUE AREA RV2838 1 7.39 .420 7.39 GROSS TOTAL = 1 .420 7.39 GROSS FLOOR AREA CALCULATIONS TOTAL WIDTH x LENGTH U VALUE AREA HOUSE 64.58 28.58 .033 1845.70 GROSS TOTAL = .033 1845.70 GROSS FOUNDATION AREA CALCULATIONS TOTAL LENGTH x HEIGHT U VALUE AREA ELEVATION A ELEVATION B ELEVATION C 'ELEVATION D ELEVATION E ELEVATION F GROSS TOTAL = NET AREA CALCULATIONS GROSS DOORS/ NET AREA - WINDOWS U VALUE AREA LOG WALL AREA 2120.86 436.82 .121 1684.04 LOG WALL WINDOWS 383.48 .335 383.48 LOG WALL DOORS 53.34 .286 53.34 STUD WALL AREA 336.69 28.24 .053 308.45 STUD WALL WINDOWS 28.24 .340 28.24 STUD WALL DOORS BEAM CEILING 144.00 .026 144.00 ROOF DECK AREA 1818.16 7.39 .031 1810.77 SKYLIGHTS 7.39 .420 7.39 FLOOR AREA 1845.70 .033 1845.70 FOUNDATION WALLS Page 4 Town Of Southold P.O Box 1179 Southold, NY 11971 RECEIPT Date: 12/06/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 2903 Total Paid: $10.00 a Name: Bay, Creek Builders Douglas Mcgahan P.o. Box 602 Cutchogue, NY 11935 Clerk ID: JOYCEW Internal ID: 102061 SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD ^' � SUFFOLK COUNTY, NEW YORK i ? S.C. TAX No. 1000-67-06-13.1 T^ y SCALE 1'=30' x rl DECEMBER 29, 2003 RI rT f MARCH 15, 2004 ADDED TEST HOLE k RELOCATED PROP_ HOUSE JULY 2 , 2004 REVISED SEIC SYSTEM U r i SEPTEMBER 139 2004 ADD TED OPOGRAPHICAL SURVEY APRIL 13, 2005 REVISED SEPTIC SYSTEM & DRIVEWAY v v MAY 3, 2005 REVISED SEPTIC SYSTEM PER S.C.D.H.S. $ MAY 31, 2005 MOVED PROPOSED HOUSE JUNE 22, 2005 FOUNDATION LOCATION AREA = 16,198 sq. ft. cc 0.372 cc. AFOTRS N/olFyt•G 1. MA NI1F R5 SHOWN THUS: LO•BLANCHE REFER KI ,` ✓ \ ';�„ MAP OF PFA FILE O OF CLET. DICSUFFOLK OU 0 PxA I 1 bb + L �1 ON FILE LI THE OFFICES THE CLERK OF SUFFOLK COUNTY E��p4 �FI� ✓ d<a 1 � ON 3 S. »n As FILE Ne. Sao + Fx L 2. ELEVATK*IS ARE REFERENCED TO 1929 N.G.V.D. DATUM EXISTING ELEVATIONS ARE SHOWN THUS: IPA q'O EXISTING CONTOUR LINES ARE SHOWN THUS: 10 L0 _ , / C �A EXISTING SPOT ELEVATIONS AND CONTOURS ARE AS PRIOR TO THE START OF CONSTRUCTION. 144 3. FLOOD ZONE INFORMATION TAKEN FROM: ✓ \ FLOOD INSURANCE RATE MAP No. 3810300161 G 174 S.yJ �OP7 ��e 86% 4 w; A l� 20NE A 6.6E FLOOD ELEVATIONS OETERMNFD ��OP,gy� .. I ✓ ,� - ZONE x- _ AREkS OF 500-YEAR FLOOD: AREAS OF too-YEAR FLOOD mrH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WRH DRARUGE MEAS IESS THAN F.a / _ _ 1 SQUARE MILE; MO AREAS PROTECTED BY LEVEES FROM 100-YEMLOOD F ��p0 'Les aE 1N F° s ZONE X. AREAS DE ERMNm TO EN OUTSOE 500-Y FLOODPLAIN. 0 s o \,l 200 Is- _lq- 4 , 4 1� �9 7 Z0 A O. i \ NE �7 Ti 12 aGFD ?Cly k lEL_1o) TE 1 E F $ s1MUM ANEn 6rM 14 9 F,fH p '� C,A� w ''NEW VOIWSl n LMD 10 " 1 it Er 9 - 4 )L r 0 0 5 ONE NV.i Lic. N. 49688 �t2005 � m Joseph A. Ingegno IN 2 4 TO TQN ZNX0 rs A MDIATKIN a � g FGG�. w° "" °" ='Ah Land Surveyor EIr THE vacs D R6 suauEr Mw SIX m aimmm TY1Mr_�'- ;un TO W A �,�oro 9E wNsoosn _ l D TXk Surveys - Sulgiriwm - 5h Plons - Comhuction LapN CQtERG10815 IOKAWD H13WON 9 RLN p y m mT x FOR WHOM TIC SIMEY PHONE (831)727-2090 Fax (631)727-1727 6 Pa®MOD.MO ON HIS e m TM THE EXISTENCE OF RIGHT OF WAYS 1111E OOWAWr' AMD MD/OR EASEMENTS OF RECORDD, 6 LOINAM WSmuWW l FnmA w OFFM LOUTED AT MAILING ADDRESS TO ANY. NOT SHOWN ARE NOT GUARANTEED. Tulm. TIO S M LNYTOTRx m R.MIL 322 ROMGCE AVENUE P.O. Boz 1931 RNERHEAD. New Yak 11901 Nrverfroe, New York 11901-0865 9AD - 04, 00 —� 13URVEY OF PROPERTY A L 5ITi1ATED "�``• pECONIC +otKc � � 701� � 4 TOWN OF SOU NEW D YORK i►QaAL�aitbalcm0 'Y To SUFFOLK COUNTY, t Y 1$v�' 0 - 'ya S.C. TAX No. 1000-67`06-12`J/3 ( TEST 1006- —_•__-'__.�-- ON MARG7i 1 t. ) > .'�� SCALE J'=30' 6 7' �o '� 3 (M-ST HOLE Duo a✓ DI► C DECEMBER 29, 2003 P HOUSE pybc MpMr'aA+tr 1nrW _�.xf�'j �—�� p�(�; MARCH 15. 2YAE2004 REVISED SEPTIC CSYSTEM 6R06R aVra+-Ara l+�lwexam '�"'� v!\JT'DSU ♦ AREA = 1-198-6. sq. ft. EX o FOR Wlt OQQ 4�'y�" \, k �. �7. C NDTE CESSPOOLS SHOWN HEREON ARE FROM FVELD t� yw NE�w""_� r�tp T 1. THE LOCATION ao/og DATA OBTMNEO FROM OTHERS' BY n�^'ZN 'L g, i(\ (^�.�.� OwERVATK7NS p /lv �. l SHOWN THUS: 6 REFER TO ��\ 6 2. j��F T. FFOLK,CW0, OH�� OF SUFFOIX COUNTY 0lf 148 �¢ C Ib. 660 "`� THUS: ��O�Y�� y� tER f / 3. PROPOSED SEPTIC SYSTEM SHOWN . Obi RI SM'D �V� " p' Q fir.. \ _ O 1 .`�� gpgq! PROPOSED E%PANSION Pom ex• $ / C, Tt$/ 0. '/ \ a V �j ROG POOL O&P .b \ �. �l ! USI ® PROPOSED 1.000 9M. SEPTK: TANK lip" ly Now ra 9t vG, co d }� jdl t �A V Uj No. 19666 O L " y Coe ,. seph A. vv 6Nx p �"s Ve u nw SUFMO - cnz(631)727-1727 « AE �- PHONE (6s11727-2M WANG ADDRESS TR1011 � OFFVCS L6 RAT 9.oVn.�1a 1I.t-6s6s HM�� OF ow11 E* RON� 17901 W6 RR RMFW6W1. ARr, SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD 0 SUFFOLK COUNTY, NEW YORK a<< N N z m S.C. TAX No. 1000-67-06-13.1 y m SCALE 1"=30' x '^ DECEMBER 29, 2003 +I m MARCH 15, 2004 ADDED TEST HOLE k RELOCATED PROP. HOUSE R=. JULY 29, 2004 REVISED SEPTIC SYSTEM o SEPTEMBER 13, 2004 ADDED TOPOGRAPHICAL SURVEY APRIL 13, 2005 REVISED SEPTIC SYSTEM h DRIVEWAY MAY 3, REVISED SEPTIC SYSTEM PER S.C.D.H.S. 'a• MAYY 31, 2005 MOVED PROPOSED HOUSE JUNE 22, 2005 FOUNDATION LOCATION JANUARY 25, 2006 FINAL SURVEY kp� On �`,� � AREA = 16,198.61 sq. ft. ¢• 0.372 ac. Itg GOtR6 / d q dazes: y{A UtR // ��, 1. LOT NUMBERS SHOWN THUS: LOT(6) REFER TO N G MAP OF PROPERTY OF BLANCHE T. DICKINSON FILE IN THE OFFICE CLERK ON JUNE 6, 1926 AS FFILEEN.. 8800F SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO 1929 NA-V.D. DATUM NG ELEVATIONS ARE SHOWN THUS: 'r® \s• / SZ� EXISTING CONTOUR LINES ARE SHOWN THUS: ✓O A� j \ / LX151 HSG SPOI LLEVAIK)NS AND CONTOURS ARE AS PRIOR TO THE START OF CONSTRUCTION. pPlS.�y5 / �p FLOOD ZONE INFORMATION TAKEN FROM: 5T7 af• Ems' / � �y F1D00 INSURANCE RATE MAP No, 3610300161 G '•f G /516 YV ZONE AE: BASE ROOD ELEVATIONS OEt WNED P O / / F ZONE X` AREAS OF 500-YEAR ROOD: AREAS OF IM-YEAR FLOOD WITH AVERAGE • p(`LL^ SE CP w DEPTH OF HESS THAN FOOT OR WITH DRHFIIGE AREAS LFSS THAN Q \90. �•S�M,/ CP ' •O ZONE X: AREAS DLZEE MLE; AND RAINED TO BE E OLTSDE�500-YEAR FLOODPIAW.CTED W �S MOM 100-YEAR ROOD 9 . A5 0 FµIMF i / T O. bT 51 SEPTIC SYSTEM TIE DISTANCES f` � E•" / „`.p .,rF�S \ — — — — — / HOUSE CORNER"A" HOUSE CORNER"B" _,.per •N"- ^$-(F.' \w O��0 I SEPTIC TANK 1 19' 25' / ) •1R'� fie'— . / .p , -C — — �, SEPTIC TANK 2 - 15' 22 oP o / CESSPOOL 1 42' 35' CESSPOOL 2 34 � B0i q CESSPOOL 3 35' I 22' ION 1 L. C •p�'7+ R /� y/ r ) G� '� C,� / \\ �� PREPARED IN A=014M110E T1«E MINIMUM y STANDYRIS ipR iNLF 5 A$ ESTANMIED W THE -IA S Na AND Ap0P1ED \ FOR SUCH use: rNE roRX STATE AND ASSDCN y illl.E ,UK. \YJ Yr OF lyy ygp�Q A NG O\ 5 OO fpJ�ntiE. aLyi Uc, No. 49668 aNNrRTOR¢ED AL,EPA,1w ADIXraN Joss gegno F "01M OF � IAW � ETITAF Land urveY or F�sIFs a rHs sum2Y EDP Nor RFIRVa 1NE LAND SURVEYgCS e11® $FILM _--_—____— — _ DiBO65E0 sFIL sTwL Nor eE coNsoocn r0 A vAUD TREE ' Ttte Surreys - SufMivreions - Ste Pbns - Construction Layout CEP IFICATMs Mpf/,TED HEREON SNLLL RUN ONLY To THE TA= FOR WHOM THE suP+Er PHONE 631 727-2090 Fax 631 721-1727 _ 5 MEPAR Maw He:l o m lwTHE EXISTENCE OF ) 1 ) Amv AMD/OR EASEMENTS ROF RECORD,IGHT OF Y F TITLE �OOMPANY. MI�m ON 40 OFFICES LOGTED AT Mp y� ADDRESS NEI, HOT SHOWN ARE HOT GUARANTEED. Nr10 CERr4 mfrs ARE HOT 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New Tod 11901 RNemeae, Ns. eon 11901-0965 Y DRAWINGS FOR THE RESIDENCE OF : JIM & MAURA O ' M LLQ NE "* 19247 0 NOTPROCEEDWITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION PLUMBING HAS BEEN APPROVED. - ALL PLUMBING WASTE 8 WATER LINES NEED TESTING BEFORE COVERING OCCUPANCY 011 V �— USE IS UNLAWFUL ` PLUMBER CERTIFICATION WITHOUT CERT FICAT ON LEAD,TE OF NT BEFORE O " CER TIFICATEOFOCCUPANCY OF OCCUPANC SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 19' LEAD. APPROVED AS NOT D DATE: .-/7/ B.P.tl O ?-- °.,— FEE: I�GDING DE NORTHEASTERNFLII�Ii _ NOTIFY BUILDING DEPARTME T AT CC�x7�L� Vu .i i "QB' 7651802 8AM TO 4PV F0 THE FLI ' n ^�ItIAG, r'r'.� .',. N710N FOLLOWING INSPECTIONS: LOG HOME ♦ SUULL C OWN "C CODE 1• FGJNATTIONOFR - TWO R L UI ED FC.J POURED CONCRETE ALL COMSTO1'CTION SHALL 3. NSULATIONRAMING 8 PLUM INC MEET THF ?F^ 'RFMENTS OF THE 4, FINAL • CONSTRUCTION MUST tCO1D.ES OF NEW YORK STATE. BE COMPLETE FOR C.O. DEPW17-13 CERTIFICATE ALL UCTION SHALL M ET THE 3114 .I ' REQUIREMENTS OF THE CODES OFNEW RLUUIRED YORK STATE. NOT RESPONSI E FOR DESIGN OR CONSTRUCTION E IRORS. 1. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. x o [=SALESCONSULTANT: LEE LePOUTTRE 1-800-528-4456 WWW.NORTHEASTERNLOG.COM RETAIN STORM WATE PURSUANT TO SECTIOA C OF THE TOWN CODE. s• __ JIM & MAURA O ' MALLEY ■ 1. ------ ---- - - NE - 19247 NORTHEASTERN • LOG HOMES • PECONIC , NY ~' TABLE OF CONTENTS SHEET DESCRIPTION SHEET DESCRIPTION 1 CS INFORMATION COVER SHEET A FOUNDATION CONSTRUCTION O SA SYMBOLS & ABBREVIATIONS A- 1 FOUNDATION OPENINGS ~♦ MTO MATERIAL TAKE OFF LIST (FINALS ONLY) A-2 FLOOR FRAMING & RAILINGS �♦ ELEV PRESENTATION ELEVATIONS A-3 GASKET & CAULKING INFO N DOOR & WINDOW SCHEDULE A-4 GASKET & CAULKING INFO I FIRST FLOOR PLAN B LOG WALL CONSTRUCTION IA BASEMENT PLAN B- 1 CEILING & PARTITIONS/ DIAPHRAM 2 SECOND FLOOR PLAN B -2 SHEAR WALL NAILING SPECS 3 FOUNDATION PLAN C TRUSS & ROOF CONSTRUCTION 4 FLOOR FRAMING PLAN C- 1 SHINGLE VENT 5 CEILING FRAMING PLAN C-2 ROOF NAILING SPECS con 6 ROOF FRAMING PLAN C-3 DOUBLE ROOF CONSTRUCTION 6A PORCH / DORMER ROOF FRAMING PLAN D WINDOW INSTALLATION IN LOG WALLS 7 CROSS SECTIONS D- 1 WINDOW INSTALLATION IN LOG WALLS O 8 CROSS SECTIONS D-2 DOOR INSTALLATION IN LOG WALLS 9 CROSS SECTIONS D-3 DOOR/WINDOW INSTALLATION IN FRAME WALLS 10 CROSS SECTIONS D-4 SPECIAL WINDOW INSTALLATION IN LOG WALLS 11 CROSS SECTIONS D-5 PATIO HINGED & GLIDING DOOR INSTALLATION 12 CROSS SECTIONS E-2 STAIR CONSTRUCTION 13 DETAILS F ROOF FLASHING & VENTING 14 DETAILS GA ROOF WINDOW INSTALLATION 15 LOG WALL ELEVATIONS H ROOF FRAMING AT CHIMNEYS 16 LOG WALL ELEVATIONS r 17 LOG WALL ELEVATIONS w 18 LOG WALL ELEVATIONS VEK510X 0 04 SALES CONSULTANT: LEE LePOUTTRE 1-800-528-4456 WWW.NORTHEASTERNLOG.COM - c RMATION LISTED 15 MUST DE M F O RTAN T : THE IN Po OR TO THE CONSTRUCCTION OF YOURANORTOH ASTERN OG READ HOMEEFULLY COPYRIGHT N.L,H. INC, PLANS ARE DESIGNED BA5ED ON ALL RIGHTS RESERVED, THESE DRAWINGS ARE COPYRIGHTED INFORMATION. NO PART OF THESE DRAWINGS MAY BE REPRODUCED IN ANY FORM OR BY ANY MEANS, THESE LUMBER GRADING SPECIFICATIONS: ELECTRONIC 09 MECHANICAL. THI5 INCLUDES PHOTOCOPYING, RECORDING OR BY AN INFORMATION RETRIEVAL SYSTEM WITHOUT THE ADVANCE PERM155ION IN WRITING FROM NORTHEASTERN LOG HOMES, FOR INFORMATION CONTACT NORTHEASTERN LOG HOMES, INC. P.O. BOX 46, 10 AMES ROAD KENOU5KEAG, MAINE LOG WALLS: BEAM, HEADER AND WALL GRADE EASTERN WHITE PINE OR WESTERN RED CEDAR PER A51M P3957 STANDARD METHODS FOR ESTABLISHING STRE55 GRADES 04450. (600) 624.2797 FOR STRUCTURAL MEMBERS USED IN LOG BUILDINGS NORTHEASTERN LOG HOMES LOGO 15 A TRADEMARK OF NORTHEASTERN LOG HOMES, INC„ AND IS REGISTERED IN THE U.S. PATENT AND TRADEMARK OFFICE. DIMEN51ON LUMBER: (FLOOR FRAMING, PARTITION FRAMING, ETC.) EASTERN SPRUCE i2 AND BETTER OR EQUIVALENT CONSTRUCTION GUIDE PORCH, DECK AND BALCONY FRAMING: SOUTHERN YELLOW FINE PRE55URE TREATED II OR EQUIVALENT AN 8-0/2" X 11" PAPERBACK BOOK SENT WITH PRELIMINARY AND FINAL SETS OF CONSTRUCTION DRAWING5 CONTAINING ALL BEAM STOCK 15 CALCULATED FOR EASTERN SPRUCE, ALTHOUGH NORWAY SPRUCE MAY BE USED FOR 4X6 AND 4X6 BEAM STOCK. ALL BEAM STOCK, NORWAY AND EASTERN INFORMATION CONCERNING DELIVERY,CONSTRUCTION, AND CARE OF YOUR NORTHEASTERN LOG HOME BUILDING. ALL SPRUCE, TO BE 12 GRADE OR BETTER, EXCEPT WHEN NOTED A5 GRADE t1 ON THE PLANS, INDIVIDUALS INVOLVED WITH THIS BUILDING PROJECT SHOULD READ AND UNDERSTAND THE CONSTRUCTION GUIDE i0 ENSURE CORRECT PROCEDURES ARE FOLLOWED. THIS CONSTRUCTION GUIDE SHOULD BE KEPT ON THE JOB 517E FOR LVL'5 (LAMINATED VENEER LUMBER) FROM MASTER PLANK, OR EQUIVALENT REFERENCE WITH THE CONSTRUCTION DRAWINGS AT ALL TIMES DURING THE BUILDING PROCESS. E=1.9 X TOS FB=2900 FINAL CONSTRUCTION DRAWINGS E=1L8 X 1000FDDEZ4OYOELLOW PINE FINAL CONSTRUCTION DRAWINGS ARE TO BE USED FOR BUILDING PURPOSES, THESE DRAWINGS ARE SENT WITH THE DELIVERING CARRIER WHEN THE BUILDING 15 SAFETY PRECAUTIONS . TRUCKED TO THE SITE, OR MAILED TO THE OWNER WHEN SITUATIONS DICTATE OTHERWISE. IT 15 THE CUSTOMER'S RESPONSIBILITY TO FORWARD ONE COPY OF THE FINAL CONSTRUCTION DRAWINGS AND A COPY OF THE CONSTRUCTION GUIDE TO THE CONTRACTOR. ALL CONSTRUCTION DRAWINGS ARE CAREFULLY CHECKED BEFORE SHIPMENT, HOWEVER, THE POSSIBILITY OF HUMAN ERROR DOES EXIST. THEREFORE, THE CONTRACTOR MUST VERIFY ALL DIMENSIONS SMOKE DETECTOR REQUIREMENTS SHOWN ON THE PLAN PRIOR TO CONSTRUCTION. ANY P15CREPANCIES SHOULD BE REPORTED TO YOUR SALES CONSULTANT BEFORE ANY CONSTRUCTION BEGINS. DO NOT SCALE OFF THESE PLANS. SMOKE DETECTORS (5UPPLIED BY OTHERS) SHALL BE INSTALLED AND MAINTAINED IN THE IMMEDIATE VICINITY OF BEDROOMS, IN ALL BEDROOMS, AND IN EACH STORY INCLUDING BASEMENTS. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE PERMANENTLY WIRED WITHOUT DISCONNECTION SWITCHES. SMOKE DETECTORS SHALL BE AN AMPLE DIMENSIONS ARE SHOWN ON THE CONSTRUCTION DRAWING5 TO LOCATE ALL ITEMS. SIMPLE ARITHMETIC MAY BE USED TO DETERMINE THE APPROVED TYPE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. SMOKE DETECTORS SHALL AL50 BE INSTALLED PER LOCAL BUILDING AND FIRE SAFETY CODE REQUIREMENTS. LOCATION OF THOSE ITEMS NOT DIMENSIONED. LOG, LOG SIDING AND BEAM SPRUCE MATERIAL (NEXGEN® OR 5TA BRITE P°TREATED WOOD) CHANGES TO FINAL CONSTRUCTION DRAWINGS AIRBORNE WOOD DUST, FRESHLY TREATED AND WET WOOD FROM TREATING CHEMICALS CAN CAUSE RESPIRATORY, EYE AND SKIN IRRITATION, INCLUDING DIZZINESS, NAUSEA,VOMITING, PLEASE DO NOT MAKE ANY CHANGES TO THESE FINAL CONSTRUCTION DRAWINGS WITHOUT CONSULTING NORTHEASTERN HEADACHE, AND WEAKNESS. MAY ELICIT A SENSITIZING EFFECT AND CAUSE AN ALLERGIC SKIN REACTION LOG HOMES, INC. NORTHEASTERN WILL NOT A55UME ANY LIABILITY FOR STRUCTURAL DAMAGE RESULTING FROM CHAN6E5 - BREATHING WOOD DUST, PRIMARILY FROM HARDWOOD, HAS BEEN A550CIATED WITH NASAL CANCER IN 50ME STUDIES. MADE TO THE PLANS OR BY SUBSTITUTION OF MATERIALS DIFFERENT FROM SPECIFICATION ON THE PLANS. - HIGH AIK50RNE DUST LEVELS CAN BE AN EXPLOSION HAZARD WHEN EXP05ED TO AN IGNITION SOURCE. MANUFACTURED 5Y: PRELIMINARY DRAWINGS NORTHEASTERN LOG HOMES, INC. - USE WITH ADEQUATE VENTILATION AND/OR RESPIRATORY PROTECTION. 10 AMES ROAD PRELIMINARY DRAWINGS ARE SENT PRIOR TO THE SHIPMENT OF THE BUILDING. THESE PRELIMINARY DRAWINGS ARE NOT i0 BE USED FOR CONSTRUCTION PURPOSES AS IT 15 POSSIBLE THAT DURING LOG PRODUCTION WE MAY CHANGE FOR ADDITIONAL INFORMATION CONSULT THE MATERIAL SAFETY DATA SHEET, PROVIDED WITH YOUR DELIVERY. KENDU5KEAG, MAINE 04450 THE LOG ELEVATIONS, FOR TH16 REASON, DO NOT USE PRELIMINARY CONSTRUCTION DRAWINGS FOR CONSTRUCTION. IT'S THE CUSTOMER'S RESPONSIBILITY TO FORWARD COPIES TO BOTH THE CONTRACTOR AND BUILDING CODE OFFICIAL. HARDWARE RETIGHTENING REQUIREMENTS PRELIMINARY CONSTRUCTION DRAWINGS SHOULD BE THOROUGHLY CHECKED BY THE CUSTOMER AND CONTRACTOR IN ORDER TO FAMILIARIZE THEMSELVES WITH OUR BUILDING PROCEDURES AND MATERIALS. IF ANY D15CREPANCIE5 ARE FOUND WHILE REVIEWING THE CONSTRUCTION DRAWINGS, NOTIFY YOUR 5ALE5 CONSULTANT 50 THE PROBLEM CAN ALL LAG SCREWS AND BOLT CONNECTIONS ON BEAM TRU55ES AND OTHER STRUCTURAL MEMBERS SHALL BE INSPECTED PERIODICALLY AND RETIGHTENED IF NECESSARY. BE CORRECTED. WOLMANIZEDO NATURAL SELECT' WOOD MATERIALS L15T SOME FRAMING MATERIALS IN YOUR NORTHEASTERN LOG HOME PACKAGE SUCH A5 2X6 SILLS OR EXTERIOR FRAMING ARE PRE55URE TREATED. EACH PIECE 15 CLEARLY MARKED ON THE END OF AN ITEMIZED LI5T OF MATERIALS INCLUDED IN YOUR NORTHEASTERN LOG HOME FINAL CONSTRUCTION DRAWINGS,ARE LOCATED TOWARDS THE FRONT OF THE PIECC. YOUR SHEETS. ALL CODED ITEMS (P) SHOULD BE INVENTORIED THOROUGHLY UPON DELIVERY TO DETERMINE IF ANY DAMAGE HAS RESULTED DURING TRANSIT. NON-CODED ITEMS SHOULD AL50 BE INVENTORIED IF THOSE MATERIALS HAVE BEEN ARRANGED AT THE BUILDING SITE IN AN ORDERLY FASHION TO THIS WOOD HAS BEEN PRESERVED BY PRE55URE-TREATMENT WITH AN EPA-REGISTERED PESTICIDE, COPPER AZOLE , i0 PROTECT IT FROM TERMITE ATTACK AND FUNGAL DELAY. WOOD TREATED ENSURE CORRECT IDENTIFICATION AND ACCURATE COUNTING, If DELIVERED BY TRUCK. ANY DAMAGE SHOULD BE RECORDED ON THE RECEIVING SLIP WITH ANY PRE5ERVATIVE SHOULD BE USED ONLY WHERE SUCH PROTECTION IS IMPORTANT. AND RETURNED WITH THE DRIVER TO INSURE REPLACEMENT OR CREDIT, ONCE THE ITEM ON THE MATERIALS LIST HAS BEEN INVENTORIED, ANY APPARENT IN THE TREATING PROCESS, COPPER AZOLE PENETRATES DEEPLY INTO THE WOOD WHERE It REMAINS FOR A LONG TIME. HOWEVER, SOME CHEMICAL MAY MIGRATE SHORTAGES SHOULD DE DOUBLE CHECKED, THEN DISCUSSED WITH YOUR ALES CONSULTANT NO LATER THAN 15 DAYS AFTER DELIVERY. LFROM PRESEP'+ED WOOD INTO SURROUNDING 501L OVER TIME AND MAY ALSO BE DISLODGED FROM THE WOOD SURFACE APON CONTACT WITH SKIN. EXPOSURE i0 PLEASE REMEMBER THAT ONCE THE MATERIALS PACKAGE HAS BEEN DELIVERED, THE RESPONSIBILITY FOR TH05EMATERIALS RESTS SOLEELYY W WITH THE COPPER AZ01.� MAY PRESENT CERTAIN HAZARDS, THEREFORE, THE FOLLOWING PRECAUTIONS SHOULD BE TAKEN BOTH WHEN HANDLING THE PRESERVED WOOD AND CUSTOMER, 50 PRECAUTIONS AGAINST PILFERAGE. FIRE, AND VANDALISM SHOULD BE TAKEN. THE CONTRACTOR SHOULD FOLLOW THE MATERIALS LIST CAREFULLY i0 DETERMINE PROPER USE OF THE MATERIALS. IN DETERMIUING WHERE TO USE AND D15FOSE OF IT, MANY OF THESE PKECATIONS AL50 APPLY TO UNTREATED WOOD AND OTHER BUILDING MATERIALS. STORING & HANDLING OF MATERIALS USE SITE PRECAUTION5 AFTER YOUR MATERIALS PACKAGE 15 DELIVERED TO YOUR JOB 51TE 11 15 THE CUSTOMER'S ANDIOR OUILDER'5 RESPONSIBILITY TO PROPERLY HANDLE AND ALL SAWDUST AND CONSTRUCTION DEBRIS SHOULD BE CLEANED UP AND DISPOSED OF AFTER CONSTRUCTION, PROTECT THE WOOD MATERIALS FROM A35ORDING MOISTURE. THE MOISTURE CONTENT IN LUMBER CAN SOAR WHEN IT 15 STORED AT A JOB 51TE WITHOUT DO NOT USE TREATED WOOD UNDER CIRCUMSTANCES WHERE THE PRESERVATIVE MAY BECOME A COMPONENT Of FOOD OR PROTECTIVE COVERINGS AND/OR STACKED OVER WET GROUND. LUMBER STORED IN A VERY HUMID ENVIRONMENT CAN A05ORD WATER TOO. FOR THI5 REASON, IT ANIMAL FEED, EXAMPLES ARE MULCH FROM RECYCLED TREATED WOOD, CUTTING BOARDS, COUNTER TOPS, ANIMAL BEDDING, 15 VERY IMPORTANT TO RECOGNIZE THAT ALL MATERIALS DELIVERED BY NORTHEASTERN LOG HOMES SHOULD BE CAREFULLY HANDLED AND PROTECTED FROM AND STRUCTURES OR CONTAINERS FOR STORING ANIMAL FEED OR HUMAN FOOD. r MOISTURE. HAVING THE JOB SITE PROPERLY PREPARED BEFORE DELIVERY OF THE MATERIALS PACKAGE 15 VERY IMPORTANT FOR PROPER STORAGE AND CARE OF YOUR ONLY TREATED WOOD THAT 15 VISIBLY CLEAN AND FREE OF SURFACE RESIDUE 5HOULD BE USED WHERE CONTACT 15 LIKELY. — PRODUCT. MATERIALS SHOULD NOT BE ALLOWED 10 SINK INTO THE GROUND WHICH M05T LIKELY HAS JUST BEEN P15TURDED DUE 10 PREPARATION OF THE NEW TREATED WOOD SHOULD NOT BE USED WHERE IT MAY COME IN DIRECT OR INDIRECT CONTACT WITH DRINKING WATER, BUILDING. EXCEPT FOR USES INVOLVING INCEDENTAL CONTACT SUCH AS DOCKS OR BRIDGES. an MATERIALS SHOULD BE KEPT OFF THE GROUND AT LEAST 3 W' INCHES 50 AIR CAN FLOW UNDERNEATH THEM. 00 NOT USE MATERIALS FROM HANDLING PRECAUTION5 YOUR NORTHEASTERN PACKAGE TO KEEP L065 OR ANY OTHER BUILDING PRODUCTS OFF THE GROUND. NORTHEASTER TAT KEEPING MATERIALS DRY WILL PREVENT A MULTITUDE OF PROBLEMS, DISPOSE OF TREATED WOOD BY ORDINARY TRASH COLLECTION,TREATED WOOD SHOULD NOT BE DURNEDIN OPEN FIRES ♦ LOG HOMES • WINDOWS, DOORS B HARDWARE: MAKE PKOV1510NS FOR STORAGE OF WINDOWS, DOORS, AND SMALL HARDWARE ITEMS. BE SURE TO STORE DOORS AND OR IN STOVES, FIREPLACES, OR RESIDENTIAL BOILERS DECAU5E TOXIC 5UD5TANLE5 MAY BE PRODUCED AS PART OF THE SMOKE AND WINDOWS UNDER COVER, IN A DRY AREA, UP OFF THE FLOOR OR GROUND. PERIODICALLY CHECK THEIR CONDITION IN STORAGE, MAKING SURE THEY ARE KEPT ASHES. TREATED WOOD FROM COMMERCIAL OR INDUSTRIAL USE (E.G., CONSTRUCTION SITES) MAY BE DISPOSED OF BY COMPLYING 02004 by NLH Inc WITH LOCAL LANDFILL RULES OR BURNED IN COMMERCIAL OR INDUSTRIAL INCINERATORS OR BOILERS WHEN DONE IN ACCORDANCE U15 RAN 15 corrtneNTEO AND MAY NOT BE USED OR RereoouCEO DRY TO PREVENT STAINING AND OTHER DAMAGE. WITH STATE AND FEDERAL REGULATIONS. WITHOUT WRITTEN FERMIMSION FROM NORTHEASTERN TOG HOMES INC CONTAINERS WHICH HAVE WI N DOW5, DOORS AND OTHER HARDWARE IN THEM ARE ONLY DESIGNED i0 PROTECT MATERIALS DURING SHIPMENT i0 YOUR J05 SITE. AVOID FREQUENT OR PROLONGED INHALATION OF SAWDUST FROM WOOD, TREATED OR UNTREATED.WHEN SAWING, SANDING, MO' NEMSIaNTnuxsEONoeR OATe BY un CONTAINERS ARE NOT DE516NED TO KEEP YOUR MATERIALS IN THEM DURING CONSTRUCTION. THESE UNITS CAN BE DAMAGED BY RAIN AND SNOW. AL50 THESE AND MACHINING WOOD, WEAR A DUST MASK. WHENEVER P0551OLE,THESE OPERATIONS SHOULD BE PERFORMED OUTDOORS UNITS CAN HAVE HIGH HUMIDITY IN THEM. PLEASE MOVE MATERIALS TO A DRY PLACE LIKE A UTILITY TRAIL. TO AVOID INDOOR ACCUMULATIONS OR AIRBORNE SAWDUST. DO NOT STORE ANY MATERIALS FROM THE NORTHEASTERN MATERIAL PACKAGE IN THE BASEMENT. NORTHEASTERN WILL NOT BE RESPONSIBLE OR LIABLE WHEN POWER-SAWING AND MACHINING, WEAR GOGGLES TO PROTECT EYES FROM FLYING PARTICLES. FOR ANY KIND OF DAMAGE, INCLUDING BUT NOT LIMITED TO WARPING,TWISTING, SWELLING, DELAMINATING, MOLD, RUST,OR NON-PERFORMANCE OF PRODUCT DUE TO MATERIALS DEING PLACED IN THE BA5EMENT ANYTIME DURING THE BUILDING PROCESS. unWcaws woou. WEAR GLOVES WHEN WORKING WITH WOOD, USE PROPER TECHNIQUES WHEN LIFTING. AFTER WORKING WITH WOOD, AND PINE PANELING: THE PINE PANELING, IF SUPPLIED WITH YOUR PACKAGE, 15 SHIPPED TO YOUR BUILDING 91TE KILN DRIED, THE PANELING MUST BE BEFORE EATING, DRINKING, TOILETING, AND USE OF TA5ACCO PRODUCTS, WASH EXP06EV AREAS THOROUGHLY. D-04 STANDARD DETAILS P90PERLYSTORED AT THE SITE TO KEEP THE M015TURE CONTENT LOW. IF THE PANELING A55OR35 MOISTURE AT THE SITE AND 15 APPLIED BEFORE ALLOWING fT TO RE-DRY, THEN EXCE551VE SHRINKAGE COULD OCCUR DURING THE FIRST HEATING SEASON. BECAUSE PRESERVATIVES OR 5AWDU5T MAY ACCUMULATE ON CLOTHES, THEY SHOULD BE LAUNDERED DEFORE REUSE.WASH BRx. CK CPPU5 WORK CLOTHES 5EFERATELY FROM OTHER HOUSEHOLD CLOTHING. CAP. STANDARD DETAIL SHEETS 'THE ACTIVE INGREDIENTS IN COPPER AZOLE ARE COPPER AND TEBUCONAZOLE. 5RD GENERAL DETAILS LABELED SHEETS "A" THROUGH "H" PLACED AT THE END OF THE PLANS. THESE SHEETS MUST BE STUDIED BY THE CONTRACTOR, KEEPING IN INFORMATION COVER SHEET MIND THEY ARE GENERAL AND THAT 50ME DETAILS MAY NOT APPLY TO YOUR BUILDING. SEE "HELPFUL TIPS ON HOW TO READ THESE PRINTS" ON NEXT SHEET. (SYMBOLS A ABBREVIATIONS) PAM 12-17-03 rV.N W. sHT.Mn. AA xA�E C 5 GENERAL NOTES: HELPFUL TIPS ON HOW TO READ THESE PRINT5 THE NUMBERED SHEETS IN THESE PLANS, E.G. SHEET #1,2,3, ETC. REFLECT DRAWING5 THAT ARE SPECIFIC AND DIRECTLY APPLY TO TH15 BUILDING ONLY. THE STANDARD DETAIL SHEETS INCLUDED WITH THESE PLANS WHICH ARE LABELED AS SHEET A, A-2, B, ETC., ARE DETAILS WHICH ARE COMMON TO M05T ALL NORTHEASTERN LOG BUILDINGS BUT MAY OR MAY NOT APPLY TO THIS BUILDING. EACH DETAIL ON EACH SHEET MARKED "STANDARD DETAILS" MUST BE REVIEWED CAREFULLY TO DETERMINE IF THAT DETAIL APPLIES TO THE HOME YOU ARE BUILDING. THEN FLAG THE DETAIL DE5CKIBING WHETHER IT DOES OR DOES NOT APPLY. TH15 WILL ALLOW FOR RAPID IDENTIFICATION OF APPLICABLE DETAILS EACH TIME YOU ARE REFERENCED TO A STANDARD DETAIL SHEET. IF YOU ARE UNSURE AS TO THE APPLICABILITY OF A DETAIL WITH TH15 BUILDING, CALL YOUR N.L.H. 5ALE5 CONSULTANTS FOR CLARIFICATION. EXPLANATION OF REFERENCE SYMBOLS THE FOLLOWING REFERENCE SYMBOLS ARE COMMONLY USED ON THESE DRAWINGS, I 6 BELOW 15 AN EXPLANATION OF EACH SYMBOL AND HOW IT 15 USED IN THE PLANS. OTH15 SYMBOL 15 PLACED NEXT TO A POST, BEAM, OR JOIST, ETC. IT IDENTIFIES THESE SYMBOLS ARE SHOWN ON THE FLOOR PLAN ONLY. THEY INDICATE THE DIFFERENT THE MEMBER IT 15 PLACED NEXT TO. SIMPLY STATED, IT SHOWS WHERE P05T#1 15 a LOG WALL ELEVATIONS. THE TRIANGLE POINTS 10 THE WALL IT 15 IDENTIFYING, AND LOCATED ON THE PLAN, THESE MEM3ER5 HAVE NUMBERS MARKED ON THE ENDS FOR EASY B THE LETTER IN61DE 15 THE ELEVATION DESIGNATION. TH15 SYMBOL 15 POINTING TO IDENTIFICATION IN THE LUMBER BUNDLES. WALL ELEVATION "B" THESE SYMBOLS IDENTIFY DETAILS THAT ARE DRAWN AT A LARGER SCALE WHICH SHOW THESE SYMBOLS IDENTIFY CK055 SECTIONS THAT SHOW WHAT THE AREA LOOKS LIKE A CL05E UP VIEWS OF HOW A PARTICULAR AREA 15 TO BE BUILT. THE TAIL POINTS TO IF YOU SLICED THROUGH IT, THE TAILS OF THE SYMBOLS GO THROUGH THE AREA THAT B OR CUTS THROUGH THE AREA THAT 15 DETAILED. THE TOP LETTER IN THE SYMBOL 15 THEAA I5 SLICED, THE TRIANGLE POINTS IN THE DIRECTION THAT THE SECTION 15 TO BE NAME OF THE DETAIL AND THE BOTTOM NUMBER 15 THE PAGE OF THE PLANS THE DETAIL VIEWED, THE "AA" IN THE TOP PART OF THE SYMBOL 15 THE NAME OF THE SECTION. 15 LOCATED ON. IN TH15 EXAMPLE, IT MEANS DETAIL "A" 15 LOCATED ON SHEET 15 THE 71N THE 50TTOM PART OF THE SYMBOL 15 THE PAGE NUMBER OF THE PLANS OF THE PLANS. THE SECTION 15 ILLUSTRATED ON. THESE SYMBOLS M05T ,FTFM APPEAR IN PAIRS ON THE FLOOR PLAN AND THE ROOF FRAMING PLAN, Al- ARE USUALLY SHOWN AT PARTITIONS THAT SUPPORT THE ROOF. A IN MANY CA5E5, THE SYMBOL WILL HAVE A TRIANGLE PLACED ON ONE SIDE OF IT. THIS POINTS OUT DIRECTION AND MEANS THE DETAIL 15 VIEWED LOOKING IN THE DIRECTION THE TRIANGLE 15 POINTING. THE 5YMBOL5 FOR CROSS SECTIONS ARE VERY 51MILAR TO THE SYMBOLS USED TO IDENTIFY DETAILS. THE FOLLOWING 15 A 6000 METHOD TO DIST'INOU15H THE TWO, SECTION SYMBOLS HAVE DOUBLE LETTERS IN THE UPPER HALF OF THE SYMBOL, WHERE B SOMETIMES THE TOP PART OF THE SYMBOL HAS A NUMBER INSTEAD OF A LETTER. DETAIL SYMBOLS HAVE SINGLE LETTERS. FOR EXAMPLE, A"3' IN THE UPPER PART ANDA"B" IN THE LOWER PARI MEANS DETAIL 13 IS LOCATED ON DETAIL SHEET"5 AA = SECTION SYMBOL (—yam = DETAIL SYMBOL STANDARD ABBREVIATION5 AND SYMBOLS 0 AT 2/B DETAIL 2 ON SHEET 6 EGRESS EMERGENCY EXIT WINDOW MAXI MAXIMUM P.T. PRE55URE TREATED EQUALS 2X6 PART. 2 BY 6 PARTITION ELEV, ELEVATION MIN. MINIMUM R. RISER Y NUMBER 09 POUNDS DM. BEAM EXT. EXTERIOR MISC. M15CELLANEOUB REF. REFRIGERATOR DIA. DIAMETER D.C. BY OTHERS FOUND. FOUNDATION M.O. MA50NKY OPENING KEINF. REINFORCED --_ -- W/ WITH B510T. BASEMENT GALV. GALVANIZED M5TK. MASTER REQ'D. REQUIRED NORTHEASTERN BTM. BOTTOM • LOG HOMES • W/0 WITHOUT GENT GENERAL MULL MULLION REP. REPRESENTATIVE CLG. CEILING ©2004 by NLH Inc CENTERLINE HORZ. HORIZONTAL N.L.H. NORTHEASTERN LOG HOMES RM. ROOM THIS neN ISCOYRIGNTEO AND NAY NOT GE USED OR REPRODUCED WITHOYT NOTION PEUGIION IDIOM NORTHEASTERN LOG HONES INC. CLO. CLOSET d AND INS. INSULATION NO. NUMBER K.O. ROUGH OPENING DER DAre I V IcND. _ CONC. CONCRETE +/- PLUS OR MINUS INT. INTERIOR O.C. ON CENTER BHT, SHEET CONT. CONTINUOUS 1' ONE FOOT D. DRYER KIT. KITCHEN OH. OVERHEAD SPECS. SPECIFICATIONS I" ONEINCH DBL. DOUBLE L. LANDING P. PANTRY 5UPP. SUPPORT NnMoons MaoEi 0.04 STANDARD DETAILS 114" ONE QUARTER INCH DIM, DIMEN51ON LAV. LAVATORY PART. PARTITION T. TREADS ,. CK mD� FTE FEET SQUARED ON. DOWN LIN. LINEN CLOSET PLY. PLYWOOD TYP. TYPICAL °K0' SRD A1FT POUNDS PER FOOT DTL'S DETAILS L.R. LOG ROWS P.L.F. POUNDS PER LINEAR FOOT VERT. VERTICAL EDA� SYMBOLS & ABBREVIATIONS Bd EIGHT PENNY DW DISHWASHER LVL. LAMINATED VENEER LUMBER P.S.F. POUNDS PER SQUARE FOOT W. WASHER 919103G 5 A -ELEVATION5 ARE FOR VISUALIZATION FURFO3E5 ONLY, -RAILINGS ARE OMITTED FOR CLARITY. t r o rN s pDo � o e } r r r t El R W 4 FRONT ELEVATION RIGHT ELEVATION Eg + r r r r r 000 Oho 1• ® � R NORR�oM� HOME 02004 by NLH Inc '^ W IMOUi MU15 TTNIIFRN155 FRODEP aN FROM NORTHEASTERN LOD MAY ROT OR USED ORG XONFBINC. REAR ELEVATION LEFT ELEVATION NE SIN,LANEDOEW DAre �. 99 1 CHANGE NORTH & + SOUTH EXTERIOR DOOR I 7-14-04 SLO SRD ID 1 DHT2015-2'5 TO ETG, CC40 TO 20210, MISC. 12-23-041 G5 SRD OF GV N1NIMM5 MODEL 5 p oNN. WL CODES -_ s 6.0.55?J1 lc>4 b CND SRD F F' Jfi- PR0.IFLTNMIE FESGIDH�r~ JIM & MAURA O'MALLEY DAIS 10-23-03 INJI NDsntNO. NE-19247 ELEV DOOR & WINDOW SCHEDULE SHUTTER FASTENERS ALTERNATIVE FOR OPENING PROTECTION DOOR OR WINDOW GLA65 SQ. FT. VENT 50. FT. SHUTTER 51ZE 3" 110 WOOD SCREWS Wl WASHERS WOOD 5TRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF 7116" AND AND MAXIMUM PANEL SPAN OF 61-0'I 16"O5HALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDING5. 3046 10.31 5.73 3-9 1/4"% 5'-3" 6 HORIZONTAL 10 VERTICAL PANEL5 SHALL BE PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 12' O.C. CC20405L-1A /CC57-IA I 12.25 16.11 5'-111/4"X 7'-1112" B HORIZONTAL CC20405L1A 14 VERTICAL 12" O.C. CL48 4.6 16.11 3'9114"X T�11/2" 4 HORIZONTAL 14 VERTICAL 12" O.C. 26310.2 14.96 8,44 W-3112'X 4'-7" 16 HORIZONTAL 8 VERTICAL 12" O.C. ATTACH SHUTTERS 70 BUILDING WITH ET6 4.3 0 6'-6'X 2' 14 HORIZONTAL 3" 110 WOOD 5CREW5.5EE CHART FOR SPACING. 4 VERTICAL 16" O.C. 28210 5.23 2.98 3'-51/4' X 3'-7' 6 HORIZONTAL 6 VERTICAL C23 8.6 7.8 4'-7112' X3'-6" IO HORIZONTAL I I °i i° j •�°--- °i 6VERTICALI I° I al to °1 To ° 12"O.C. I I °I FWH 6068 21.92 16.11 6'-6 314' X 6' 11 112" B HORIZONTAL 14 VERTICAL I I cl_____J• =I I° ul j I° 16. O.C. 34310 9.7 5,55 4'-11/4' X 4'-7" 8 HORIZONTAL j • I• 8 VERTICAL 28210 I I ' 12'O.C. °L______1______,° I I° 3046.2 20.62 11.46 6'-11 X 51�3" 16 HORIZONTAL •I I I° °I 10 VERTICAL i, i• 12" O.C. 3046.2 °I I °I CN13 /CNI46 /LN16 16.4 0 6'-6'% 6'-8 112' 13 HORIZONTAL 15 VERTICAL FOR 5HUTTER5 WITH A SPAN OF GREATER THAN 4'-O" °I j i• °I --e- I' 5PLICE 5HUTTER5 IN THE CENTER OF THE SPAN. FOR 5HU1TER5 WITH A SPAN OF GREATER THAN 4'-0" FWH 6068 CN16I CNI46 / CN13 LIGHT & VENT TABLE 2X457KONGBACK5 REQUIRED AT 24" O.C. INTEKVAL5 2X4 5TKONG8ALK5 TO BE ON THE OUTSIDE OF THE SHUTTERS WI 1 112' CIO WOOD SCREWS W1 WA5HEK5 12' O.C. INTO EACH 2X4 BOLT 2 PIECE 5HUTTER5 TOGETHER THROUGH TYPICAL 5HUTTER5 ROOM NAME AREA REQ'D LIGHT ACTUAL LIGHT REQ'D VENT ACTUAL VENT 5TRONGBACK5 W11/4' BOLTS AND WA5HER5 24" O.C. MAX 1407 70 SCALE DINING ROOM 185.8 5Q. FT. 14.66 50, FT. 42.62 50. FT 7.42 SQ. FT 16.11 5Q. FT, LIVING ROOM 264.8 SQ. FT. 20.39 SQ. FT. 68.64 SQ. FT. 10.19 50. FT. 27.57 50.FT. KITCHEN 131.5 50. F7. 10,52 SQ. FT. 8.5 50. FT. 5.25 5Q. FT. 7,8 50. F7. LAV 41 SQ. FT. 3.28 50. FT, 5.23 5Q. FT. 1.64 SQ, FT. 2.98 5Q. FT. MASTER BATH 62.4 5Q. FT 5 5Q. FT. 5.23 SQ. FT. 2.5 SQ. FT. 2.98 5Q. FT. MIN 7116' APA RATED SHEATHING MASTER BEDROOM 200 50. FT. 16 5Q. FT. 24.92 50. F7. 8 50. FT. 11.46 54. FT. FOR EXTERIOR OF SHUTTER PANEL DEN 176.5 50. FT. 14.12 50. FT. 29.92 SQ. FT. 7.1 50. FT 16.88 $0. FT. LOFT 129.1 54. FT. 10.4 50. FT. 14.96 SQ. FT. 5.2 5Q. FT. 8.4 50.FT. BEDROOM i2 102.6 50. FT. 8.2 50. FT. 20.62 SQ. FT. 4.1 50. FT. 11.46 50. FT. BEDROOM 13 147.6 50. FT. 11.81 5Q, FT. 20.62 5Q. FT. 5.9 SQ. FT. 11.46 5Q. FT. I BEDROOM t4 175.4 SQ. FT, 14.150. F7. 20.01 50. FT, 7.01 5Q. FT. 11.08 50. FT. NOTE: 2X4 ALONG EDGES OF 5HUTTER5 AL BATH 12 50.9 SQ, FT. 4.1 50. FT. 6.3 SQ. FT. 2.150. FT. 4.46 5Q. FT, AN ADDITIONAL 314' LE WILL BE REQUIRED TQ ALIGN WITH WINDOW TRIM 1 AT THE BOTTOM OF ALL WINDOW SHUTTERS PANEL SECTION (TYP,) NOT i0 SCALE DOLT 2 PIECE 5HUTTER5 TOGETHER WI 114' VOLTS NORTHEASTERN 2%4 STRONGBACKS 24' 0� 24"O.L. VERTICAL THROUGH 2%4 6TRONG0ACK5 A5 SHOWN • LOG HOMES • ©2004 AY NLH Inc MIT ITH RAN IN LNfFERM15SI AND NAY NOT E U6E0 OR REFRUVU WU WI1MRUi WRITTEN fERNbsI0N 1[014 X0R1HEA51ERN LOG NONE51Nt. D-04 NOTICE: x0. REVISION I CHANGE ORDER DATE 5r I LKD IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW _ FOR ANY PERSON NOT ACTING TINDER THE DIRECTION OF A t`OF C'Iy LILENSEO ARCHITECT OR ENGINEER TO ALTER THI5 DRAWING, C3 i --- ------------------------------------------------ ALFRED 5TAHL WxDONS MODEL --------------------------------------------------- a.' A �, CON5ULTING ENGINEER NOTE: / 2X4 ALONG EDGES OF 5HUTTER5 / mze� '701 7 MECHANICAL. 5TRUCTURAL Dµ' MIK f°0� AN ADDITIONAL 314" PIECE WILL BE REQUIRED / TO ALIGN WITH WINDOW TRIM SUP COILOING LOGE APPROVALS �y AT THE BOTTOM OF ALL WINDOW SHUTTERS F SSION ✓ SRO rZ FROJECTNANE SHUTTER SPLICE DETAIL 51&-567-2420 JIM & MAURA O'MALLEY r APPROVED DATE DAREFLANNO. sHr.No. = NOT TO SCALE 11 MAYA DRIVE, WILTON. NY 12691-1462 I-D7-D5 SCALE NONE I NE-19247 N LM TIME I BY NOTICE: BUILDING DESIGNED TO MEET THE 52'-0II FOLLOWING LOAD CONDITIONS. let FLOOR 40 PSF LIVE LOAD 2nd FLOOR 30 P5F LIVE LOAD ROOF SYSTEM 45 P5F SNOW LOAD l/ WIND LOAD 120 MPH EXP05URE '5" AA SEISMIC ZONE B 7 7"3 9'-113/4" 4'-41/2" 3'-01/2" 3'-2" 7-5" 3 211 723/4" :::64V2° ' = PARTITIONS THAT REQUIRE 2.2X8 WALL 913 PILASTER PER DETAIL B ON SHEET 5, ......£Z3..... Giza OIZ9Z NOnou of WINDOW ax r"r of LaG Row•x' 913 P.T. = PRE55ORE TREATED 12 WOTTOM OF WINDOW ON To'OF LOG ROW'HI ALL DOORS ARE 6'e" HIGH b '? 51/15"X51/2" POST, j o N a 25 UNLESS OTHERWISE NOTED. 5118'X51/2' P05T NOTICE: TO COMPLY WITH LOCAL ENERGY CODES, 6-10" THESE CONSTRUCTION REQUIREMENTS MUST BE MET: ROOF INSULATION 5" Kinin MIN. R-32,5 10 6X8 WALL BRACE I LAV. MASTER BATH Fi iix GABLE DORMER CEILING tD" jv A 5'7°x7'4" 8'6'x7'4" F 2x6 WALL INSULATION 6 114" MIN R-19 DINING ROOM FLOOR INSULATION 41/ " I: o ,o i — MIN. R-30 14'8"x12'8" KITCHEN a _ FouNDATIONINSULATION NTA MIN, v ro 9'4"x14'1' r-0" 00 GLAZING : HIGH PERFORMANCE LOW E MASTER BEDROOM STORMS: NOT REQUIRED GA ° issl ve 2/15 I 12'10"x13'10" 5 GLULAM WALL BRACE 51/15'X51/2" S IF, 3,-8�� 2'-11" 4'-5" 5-9' D 51/6"X31/2" P05T5 ISI N W. o IMPORTANT NOTE 14'-6" "' az CLO. N o i�ti `� ao THE BUILDER MUST REVIEW THE SIGNED $ ORDER FORM TO DETERMINE THE L15T 13 1LI P. - m OF MATERIALS BEING PURCHASED FROM DECKiyl e a NORTHEASTERN LOG HOMES, ANY OTHER �� Y '° MATERIALS REQUIRED TO BUILD THE LOG 12'O x28'7 '� HOME BUT NOT LISTED ON THE SIGNED 1l 14 6X6 POST E 1 12/8 5-115/13 O1 ORDER FORM ARE TO BE SUPPLIED BY N THE BUILDER OR CUSTOMER. 5/ " 8" 3'.8° I two 1 8'-003/B CEILING \�. I6 16 LINE DROPPED CEILING REQUIRED AT MASTER BATH y8 FOR CONCEALMENT OF PLUMBING g i0 NOSING UP 139 _ DN 139 h 1 pq ALL PARTITIONS TO HAVE SHEETROCK m = UP 2L 10 2 Fn a i t A LIVING ROOM "' m DEN XE' 20'3"X12'7" a 7 i 6•H1cA 12'9"x13'1O" b A = DETAIL 8 kv ON SHEET A Q 3'-0518 RAILING z wnu 3,-O�� m 4'-10" P.T. WOOD O 1 P15 A = ELEVATION PE516NATION FLOOR ---- Q N? 6X6 P051 18 CEILING 7-1112 7.41/2 9,8„ LINE 51/B"X51/2° P05i O = POST 4 BEAM IDENTIFICATION I " " -x4, �I a CLO. 14'-IO' .0/ 19 20 21 1/0 10 110 I 1 22 SECTION AA ON SHEET 7 3046 3046 'S1x 3C6 I I I LC204�SL-IA ( LL3;-IA / CL20405L-1� 4 8 28310-2 1'-10 1/2' 51-61 g 8" 3 6 3-g� 3 6 4 111/4 NOTE: V 3046 � 3/0 1 5 8'12" 4,41 LAYOUT AND CONCEALMENT OF PLUMBING, HEATING, 5-113/4" g'-4" ELECTRICAL, AND AIR CONDITIONING LINES SHOULD BE PLANNED WITH QUALIFIED TRADES PEOPLE BEFORE STARTING CONSTRUCTION, PORCH AA 52'7"x8'0" 7 1 P.T. 2 O O RAILING O 0 B F1 RST FLOOR FLAN HATCHED PARTITIONS INDICATE SHEAR WALLS WITH 1!2' PLYWOOD. ALL BASEMENTS WITH HABITABLE SPACE AND BEDROOM WINDOWS USED FOR EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE 518" PLYWOOD TO BE APPLIED OVER 1-1/2' V-MATCH FLOORING �j�+ A A THE HEIGHT51DEOF NOT MORE THAT YORK44 STAHES PER SECTION 9310,1 1456 SQ, FT. PRIOR TO PLACING PARTITIONS ON SECOND FLOOR, NOR T1 L,:rL"�STERN OF THE RESIDENTIAL LODE OF NEW YORK STATE PER SECTION 91005,1 OF THE RESIDENTIAL CODE OF NEW YORK STATE, EQUIPPED GLAZING SHALL COMPLY WITH SECTION P OF THE ANCTORY EXTERIOR AIR 5U P5Y TO ASSURE PROPERBUILT OR MA0NRY FIREPLACESALL FUELECOMBUSTION(UNLESS * L G HOMES . RESIDENTIAL CODE OF NEW YORK STATE. THE ROOM 15 MECHANICALLY VENTILATED AND CONTROLLED 50 THAT ©2004 by NLH Inc PER SECTION R317 OF THE RESIDENTIAL CODE OF NEW YORK STATE, THE INDOOR PRE55URE 15 NEUTRAL OR POSITIVE, THIS PLAN 15 COPYRIGHTED ANN MAY Nor DE USED OR RErxODUCED D-04 SINGLE 8MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED PER SECTION M,BD5.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE, TILE: � WITHDUI WRITEFNPERMb51"N FROM NORTHEASTERN LOG NONFSINL, IN ALL SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA MASONRY 8 FACTORY-DUILT CHIMNEYS SHALL BE BUILT AND INSTALLED IT 15 A VIOLATION GF THE NEW YORK BTATE EDUCATION LAW Ri M15L. REVIs1Ow CrvnxGE DROER DnTE BY CKD IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND EACH ADDITIONAL IN ACCORDANCE WITH SECTION RI001 AND 91002, RESPECTIVELY. 0 F{II FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A 11-21-03 WL 5RD STORY, INCLUDING THE BASEMENT. 9Sp� 0D E s y LICENGED ARCHITECT OR ENGINEER TO ALTER THIS DRAWING. R2 MISL. R/ NOTE: R3 MISL. 12-8.03 WL 5RD THE SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM GLULAM WALL BRACES REQUIRE SPECIAL ATTENTION AJ 9� 12.19A3 JL 5RD THE BUILDING WIRING WHEN SUCH POWER IS SERVED FROM A FOR SAFE INSTALLATION DUE TO THEIR WEIGHT AND Q q�, "� ` ALFRED STAHL R4 MISC, I 03/05/04 JO 5RD COMMERCIAL ALLECEIVE OWE, FROM BATTERY WIRING WI POWER ISL BERRUPTED, LENGTH. THEY SHOULD NOT BE INSTALLED UNTIL ¢ CONSULTING ENGINEER PoNEOSHO MWEL SHALL RECEIVE POWER FROM BATTERY. WIRING SHALL BE PERMANENT AFTER THE 13th LOG ROW 15 FASTENED IN PLACE W ANDERSEN AND WITHOUT A DISCONNECTING SWITCH OTHER THAN INOSE REgUIRED m 1 ti� 400 SERIES TERRATONE CU 5TOM FOR OVER60RRENi PROTECTION. AND THE LOG WALL HAS BEEN SECURED WITH s+°� `rcy' TEMPORARY BRACING. SAFE CONSTRUCTION HOISTING FESSIONP MECHAN.1 sr..Cru AL ORu WL CODER PRACTICES SHOULD BE USED WHEN SETTING THE BUILDING CODE AP"LUIRA a DESIGNED TO MEET THE RESIDENTIAL ALL SMOKE ALARMS SHALL IS LISTED AND INSTALLED IN ACCORDANCE GLULAM WALL BRACE IN ITS VERTICAL POSITION. BE SURE cxo 5RD BUILDING CODE OF NEW YORK STATE WITH THE EQUIPMENT R THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OFR NFPA 72. TO SECURE THE GLULAM FRAMING WITH TEMPORARY W ,® 518-587-2420 PRa EcrunMiE SMOKE ALARMS SUPPLIED BY OTHERS TRACING UNTIL THE ROOF FRAMING SECURES THE WALL, JIM A M AU RA O'M ALLEY APPROVED DATE n Mnvn DRIVE, WILTON. NY 12A51-E49z °^� 10-23-03 PUN NO. SHi.NO. 1/4"=rD" NE-19247 1 CODE TIME BY 52'-O" DB AA 8 7 50LID LOG SHED DORMER 14'-01/4" 37-113/4" 2'41/2" 5'-113/4" 3'-2^ 6'-73/4" 3'-1" z-ol¢ez zawe — z 9ta¢ I = PY6 I 14 LOG ROWS"O" g_dI y,�,� 5-5" N 27 LOG ROWS °BT' SHEAR WALL 5EE SHEEiS D-1 6 0-2 I tl LOFT i m BEDKOOM #2 h 2838 1 BEDROOM # 3 TRUSS ARM 9'48'11" 61210"x11'6" I II I b II I I O 3'-9" g•.B^ 9141, = II a 218 M732 BATH #2 M732 410 5'0"x10'2" 610 a Re N lV CLO. '3BI CLO. (V � h O 13'-d' cv OPEN TO I BALCONY k BELOW W' i I L"a v5 B RAILING ON EDROOM #4 I I I x 1210"1 in CLO. CLO. F 5' HEADROOM BEAM TRU55 i2'-35/8" 3'-8" 4'-23/8" 4'-B" 7.41/2" 9-7112' TRUSS ARM 1 STORAGE 5' HEADROOM N 14 LOG ROWS^0" I I z 'v II II x.e II 34310 6 4t0" 4!.0^ 34310 6-93/4" 8'-d' 23'-10112" LOG 51DING GABLE DORMER LOG 5101NG GABLE DORMER 5D AA 8 7 r SECOND FLOOR FLAN 880 50. FT. — NOMMASTERN X71 • LOG HOMES • ©2004 by NLH Inc THIO PLAN 15CONYFIGHIEO AND WAY NOT OR RED 65 RErVIDUCED /14A WITHGYT III FERMI%IDN FROM NNEA6TEEN GATLOG HONES INF D-0 HATCHED PARTITIONS INDICATE SHEAR WALLS WITH 112'PLYWOOD TICE; uD REnslawcw,xGEDRDER MI #CKO�,s n vlourl0u DF THE usw YDRR Drnre EDucnrlDx LewMI$CREMOVE POST73 5/8' PLYWOOD TO BE APPLIED OVER 1112'V-MATCH FLOORING FOR ANY PER50N NOT ACTINO UNDER THE DIRECTION OF ALICENSED ARCHITECT OR ENGINEER r0 ALTER THID DRAWING. R6 MISC.PRIOR TO PLACING PARTITIONS ON SECOND FLOOR. R7 MATEMAL5 ALFRED STAHL RBMISC WINDOW5 MODEL r CONSULTING ENGINEER m w 0.55731MECNANICAL . 5TRUCTURAL oRx WL —25RU LSU'/' OUILDINO LODE APPROVALG L%0 P Es to SRD 518-587-2420 JIM & MAURA O'MALLEY APPROVED DATE o® N MAYA DRIVE,WILTON, Nr 12est-u62 DATE 10-23-03 x'TD NO sHcxD. ERALUE 114"=IV' NE-19247 2 DO NOT USE BASEMENT PLAN TO CON5TRUCTFOUNDATION --TO -ACHIEVE A ONE HOUR FIRE RATING LS 52'•7° (EKCRT-C6NCRET€-WALL6j-A' KD' LING5 THAT SEPARATE THE GARAGE FROM THE LIVING AREA ARE TO HAVE 5/B° TYPE-X 5HEETROCK APPLIED TO GARAGE 51DE ONLY, ALL 00095 BETWEEN GARAGE 6 LIVING AREA ARE TO AL50 HAVE A ONE HOUR FIRE RATING. 26'-0112" -------- ------ 1 I I o I a I N p O [� I I m ON 4' I 0 O I � � I I i SUPPORT POST I______________ ® o — F 8" DIA. CONCRETE PIERS, JJJ 2"BELOW HOUSE WALLS. 5.11516" ,AA DEPTH r0 BELOW FROST. FOOTINGS A5 REQUIRED, SUPPORT POSTS - T(`a'L,'plryJl I REFER TO SHEET A. UP � I 3�•0,� I /unN� I Q ® R I 1 x I � uP 1 x N m I O 1 ill 1 _ _______________ SET DAYLIGHT BASEMENT BACK 112" FOR SHEATHING TO AILING All FOUNDATION 6 22'-0718" P.i/6%6 P05T BY OTHERS. N BASEMENT PLAN NORTHEASTERN • LOG HOMES • ©2004 by NLH Inc THIS RAN 15 C"'XIGHTEG ANG MAY NOT CE USED OR REPROOUCED !1A4 W11N0UI WRITTEN MINIS 510M FROM NORTHEA5TERN LOG HOMES INC. D-0 NDT tW !��510N/CHANGE ORDERDxD. li 19 A VIOLATION OF THE NEW VORk fiiATE EDNLATION LAWFOR ANY PERCHI NOT ACTING UNOER AL ERTH15 D A ILICENSED ARCHITECT OR ENGINEER TO ALTER THIS DRAWING, E, 0ALFRED 5TAHL CON5ULTING ENGINEERMaoEMECHANICAL,STRUCTURALS ,D �F- BUILDING CODE APPROVALS.REAL ESTATE ENGINEERING INSPECTIONS PIUAIFLTNAME APPROVED DAr€ , 518-587-2420 JIM & MAURA O'MALLEY 11 MAYA DRIVE.WILTON. NY 12OSI-1182 PAM 03/05/04 SND ENT.NO ECNE 1/4"=ISO" NE-19247 1A CODE TIME BY 7'-7' WALL HEIGHT FROM TOP OF CONCRETE SLAB TO TOP OF CONCRETE 1Td 14'-9112" 14'-9" 13'3ll2" WALL IN MAIN SECTION OF 5A5EMENT.' 9'-9" ANCHOR BOLTS FOR 'SIMPSON HO-2A' ANCHOR BOLTS FOR'SIMPSON HD-2A' 7'-11" WALL HEIGHT FROM TOP OF Tt HOLD DOWNS. SEE DETAIL 6/6.2 fL HOLD DOWNS. SEE DETAIL 6/0-2 CONCRETE SLAB TO TOP OF CONCRETE 6114" WALL IN GARAGE SECTION OF BASEMENT. -- ___________________ ________________________________ --------------------- 1 OKI 6ll4" 6' en _ ..• 6"WIDE X.1112" DEEP ,•. 1 Rin .''GIRDER POCKETS j 2 y, ' ANCHOR BOL15,3'O.C, ti RAISED (2) I-3/4 X 9.1/4 LVL A4 "' 'I 4".PROMOUT5IDE EDgE OF j DRAG STRUT RAISED (3) 1.3/4 X 9-1/4 LVL 1 �' I ,:' AIALLS4 V FROM CORNERS' � ' 1 --F-1 DRAG STRUT I, 4• 'REIN,F.ORCE000NLRETE,5LAB •RAISED 3 13/4 I ,� .''SLOPED T0,-0RAIN-' 7/QLML 1 DRAG STRUT .'' I a 4'-3112" 244 24".56PPORT .. K? 4o57PbOTINGS I ' ' I'--��--r' ' .•' . ' '1 _ --r-1 1-- `t FIREPLACE I I 1 36^X6SUPPORT I +FOOTING OSTF00T1NGS ►''.Ii DR:OPWA:LLTO TOP'OF 51A0 • r, Yf : i s ATDAYLIGNi 5'ASEMENT. I, f;. .•'I : SEE 5#EET Mi. i N-9318" 5-1Q5/8" 1 6" DIA, CONCRETE PIERS. I ----1 -- -,L' 4 ' 1 2"BELOW HOUSE WALLS. ,L DEPTH TO BELOW FROST. F FOOTINGS AS REQUIRED. I 1 Cy .'I PL, ' / REFER i0 SHEET A. 2-93/B", I 4'-25/8" I. I E^ I i• H' ('' 'i I N IIASONAKY BU,GY.S RIP PEP SQ 10",,' w DEAD END GIRDERS — MIN.10'CONCRETE WALLS AT STAIRS �' d? 7! = .i FROM P.:T. 2X12STOOK OR TO LOCAL LODES. 6 I•' REFER TO SHEET A. .'I 20"CONTINUOUS� FOOTINGS' 6112" 61Y2" _________________ ____ _______________ 1 2] fit � I _________________________ZANCHOR - _______________________ _______________ __________________ ____________________________ 6ll4' - 21'-101(8" T-0" 5'-0" BOLTS FOR 'SIMPSON HD-2A" HOLD DOWNS. SEE DETAIL 6ID-2 g' DIA.CONCRETE PIERS. ELEVATION TO GRADE. m DEPTH TO DELOW FROST. FOOTINGS AS REQUIRED. 1 REFER TO SHEET A. 14 I I I I I I 1 I I I T-0" T-1112" r 52'-T' NORRTIMALOGoSNTEESRN 02004 by NLH Inc INS PLAN 16 COFTEGHIEP AND MAY NOT HE 06EP OR REPRODUCED D-04 WITHOUT WRITTEN PERM155ION FROM NORTHEASTERN LOG HOMES INC. NOTICE: uo. REASIONILNANGEORDER DATE BY CKO IT 15 A VIDLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A FOUNDATION L A N OF w LICENSED ARCHITECT OR ENGINEER i0 ALTER 1X15 DRAWING. yDc Esq l ALFRED STAHL MOORINGSiMOORINGSMODEL �gI GONSULTING ENGINEER 4 p ti 1 MECHANICAL. STRUCTURAL GUOH' MK CODES P p BUILDING CODE APPROVALS IXO 99{OH� SRD on ILl PRaEaxnME 518-587-2420 JIM & MAURA O'MALLEY APPROVED DATE onrE 12-30-04 Pl nN NO. sHcxo. 11 MAYA DRIVE,WILTON. NY 12831-1492 SC/AE 1/4"-1,-D' NE-19247 CODE TIME BY 52'-7' START JOIST LAYOUT 16" A5 SHOWN. REFER i0 SHEETS A S A-2.2, 12'-111214'•91/2" OPENINGS ARE DIMEN51ONED TO EDGE OF FRAMING. " 9'-9° 14'-9' TWO PCS. 1-3/4' X 9.1/4' THREE PCS. 1.3/4'X 9-1/4" REFER TO SHEET E-2 FOR STAIR DETAILS. THREE PCS.DER ( RAG SB' 2X10 CR5T5 DRI O.G. J RAISED LVL GIRDER (DRAG STRUT) RAISED LVL GIRDER (DRAG STRUT) RAISED LVL GIRDER (DRAG STRUT) WI2%IO CRO55 BRIDGING. 14 W/'SIMPSON HD-2A" HOLD DOWNS W/ 'SIMPSON HD-2A' HOLD DOWNS W/'SIMPSON HD-2A'HOLD DOWNS REFER TO 5HEETA-2. I I ' 6X6 WALL BRACE _Rn K i 14 N_ I A m ID h DAYLIGHT WALL BELOW I d- 2X10 BLOCKING P.T. 2.2X10 HEADER DOUDLE J01575 TH15 BAY ONLY `-��- zv � I m m I � I P.T. 2X10 NAILER 5 1/6'X9 5/6" 3-2X10 HEADER GLULAM WALL BRACE I I j 13 2.2%10 HEADER 2-2X10 f 4 FIREPLACE 4 N I L NO, °J 0 d; 3'�FN K) P.T. 2%10 JOISTS 16'O.C. - CON 3-2X10 HEADER 2-2X10 HEADER m 3-2KID HEADER � '4 m io 2-2X10 HEADER 4 2.2x10 " 271/8 3'-4112" qB o METAL HANGERS in m m d ¢ 6'-1318" 1n 94112" 9'-0IIB" -- METAL HANGER STAIRWELL g 2-2X10 SOLID BLOCKING AT ALL TWO PC5. 1.3/4' X 9-1/4' N3 LOAD DEARING POINTS RA15EP LVL GIRDER g'9' 14'-9" T y w � o w o P.T. 2-2X10 HEADER Ll m W tO O �V N 6X6 PORCH POSTS P.T. 2X10 HEADER 7-0" 7.0 7.0" 73" 2 - 52•-10" A-2 - - 'vi NORRGHEHOMESRN• / ©2004 by NLH Inc INN FLAN 15DO"KIGHCES AND MAY NOT GE ONTO OR REROPVCEO D-04 !l WITHOOT WRITTEN MILMIGNON FROM NORiHEA57911 LOG NOMES I46. ICE; N, RENSION11-1 EOROER MATE BY CKN J L IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A FLOOR FRAMING FLAN? � �ti nF N � N6E0 ARCHITECT OR ENGINEER TO ALTER THIS DRAWING. g��N6 S T c eq ALFRED STAHL MNDas w�l CONSULTING ENGINEER MODEL m MECHANICAL . STRUCTURAL MK LOff6 P At BUILDING CODE AFrROYAL9 SSION SRO FROUELT NAME 518-587-2420 JIM & MAUKA O'MALLEY APPROVED DATE 11 MAYA CRIME. WILTON, NY 12n31-1492 DAM 12-30-04 F1aN NO 5- xo. SCALE 114"=I -D NE-19247 4 CODE TIME BY NOTCH LOG ROW 110' 2-1/4" DEEP TO RECEIVE 4%8 CEILING JOISTS, REFER TO SHEET 13-1 FOR DETAILS. FASTEN WALL BRACES TO THE LOG WALL WITH LAG 1W}'"6" Y-91. FASTEN 131-011 BOLTS 14-1/2' O.C. REFER TO DETAIL 9/5. DROPPED CEILING C 13 s� 5P-13 BOTH SIDES 2-2X6 BLOCKING I '""""'""H""' r """-"""" SP-13 DOTH SIDES 20 NAILER 1O 4 STEEL STRAPPING ""-"`.... ^ 2B 2-2%8 BLOCKING I.................. I............. .. b SEE SHEET B-I I............... .I I........... ..... E-1 3 2.2%4 BLOCKING�_ 1................... ................. ' 4 - B-I �o GLULAM BEAM � , ii___ 11...................................... ' 4Xe JOIST 51/8"% 133/4° 1......._....... OPEN TO BELOW J r L b 4X8 JOISTS I 1 b -- YI GRADE l II II II II I L II II � 27 li li li � 5.118'X9-5/8" r GLULAM WALL BRACE 5P-5 DOTH BIDES it it - 11 it it i, rY b ' II II II II II � N 60 BE tf GRADE � A NOTCH 4X8 HEADER I" 22X8 OVER 6116"X 13.3/4" TO RECEIVE 6X8 BEAM 2%4 PARTITION GLULAM BEAM 2.6' LAGS R" F-87/8" 9-111/8" 9-115/8" 26 b 2%8 HEADER BEAM TKU55 2%8 OLOCKING n METAL HANGERS b BOTTOM CHORD 9'-9" _ r 6X8 WALL BRACE PC b _ zv o- FASTEN 4X8 LEDGER TO LOG WALL 1 W/6' LAGS STAGGERED 16'O.C. 4X8 BEAM 6%6 POSi� LOG ROW 10"� 6%6 POST I 1 6X6 WALL BRACES FASTEN 40 LEDGER TO LOG WALL b y W/6" LAGS STAGGERED 16"O.C. iu 7-11/2" 7-4112" 9-8" 9-115/8" 0 PORCH PLATE LOG ROW r NORR�oM RN ©2004 6y NLH Inc THI5 FLAN 15 LOFYRISHTEO AND NAY NOT OE USE,OR REFRUpULEO D-04 WITHOUT WRITTEN FERMSEON FROM HORMEAKERN LOS HOMES INC. ND E: � REVISION/LHANfEORDER DATE BY [KD IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW CEILING FRAMING FLAN FOR ANY PERSON NOT ACTING UNDER THE DIRECTION A �tE OF N y LICENSED PERSON NARCHITECT OR ENGINEER TO AETER THIS DRAWING. e� ,"�E • sr 'R2, ALFRED 5TAHL Wxowrs MODEL CONSULTING ENGINEER w •y a 1 V` MECHANICAL , STRUCTURAL °m MK fADE9 V BUILDING CODE ArFROVA19 ORD 0 ESSIO so APPROVED DATE jv%OHP SRD PROJECTNAME 518-587-2420 JIM & MAURA O'MALLEY II MAYA DRIVE,WILTON. NY 12651-1492 DAIS 12.30.04 FLA"NO' WHO. DGLE 1/4°=,•-D' NE-19247 5 CODE TIME BY 52'-011 DD LL BB AA HATCHED 40 PURLIN BLOCKS TO BE CUT 10 B 8 7 TO LENGTH ON THE JOB, 14'-73/4" 374114° NOTE: MAINTAIN A 3" SPACE BETWEEN PURLIN BLOCKS AT 4X8 RIDGE PURLINS. FALSE ROOF A14CONTINUOUS VAPOR BARRIER REQUIRED ON HEATED 51PE OF ALL INSULATED AREAS. I REFER TO SHEET C FOR DOUBLE ROOF DETAILS. CHIMNEY HEADER LOCATIONS TO BE DETERMINED mom-- 40 BLOCKING �Iam G 14 LOG ROW 14 H ON THE JOB. SEE SHEET H. -I I 1 3'WIDE STRIP OF RUBBERIZED WATERPROOFING m d1 B TO BE INSTALLED AT PORCH CHANGE OF PITCH A-13 14 AND/ OR VALLEYS UNDER ROOF SHINGLES. I m 48 PURLINS m NOTE: PURLINS ON HANGERS AT DORMERS ARE PRE-CUT LOG GABLE DORMER ROOF FRAMING 114" SHORTER TO ALLOW FOR METAL HANGERS AND NAILS. SEE SHEET 6A m � I 4" ROUND EAVE VENTS B° D.C. A-11m REQUIRED AT 71141161/8 8 I 71/4/7114 PITCHES 4 MAINTAIN 2" GAP Al CHIMNEY 9 I m A-10 I I 14'-6' 14,-10,1 RIDGE NAILER RIPPED TO 911B" ON THE JOB FROM 2X10 STOCK. 2.2X4 PURLIN SUPPORT BELOW m A-9 I------I O m BEAM TRU55 "TA" TRU55 ARM "TB" 1D 4%B BLOCKING. SEE SHEET B-1. REFER TO DETAIL 5/C. 31 j CHIMNEY j 33 0; 4X6 CI GRADE i Lip A-8 RIDGE I------I m B-B RIDGE H2 G6 RIDGE _1 m 34 SP-1 HANGERS D-B RIDGE kN < A.7 4X8 PURLIN c B-7C-7 \ d' 26%8 PURLIN 6 D-7 a HEADER " m t1 GRADE 8-2 m A-6i m 8.6 E G6 . 0-6 A"5 m B-5 N& 47 C.5 ` m m A-4 m 8-4 qC-4 P-4 m C m ro 4X6 PURLIN LEDGER "PLA" 14 m a 5-3 a. d, 4X6 PURLIN LEDGER "PLB' BELOW 4X8 PURLIN BLOCKING METAL HANGER5 m D-3 BELOW 4%B PURLIN BLOCKING m 6X8 PURLIN HEADER mFSEESHEET t1 GRADE m 6-2 D'2A-1B-1 0 D-1 m D LOG ROW "0" �y 14 7-41/4" 7-13/4" 9'-8" 14'-10' 7-13/4" 5'-101/4" DD CC BB AA GG EE 10 9 8 PORCH ROOF FRAMING 7 12 11 SEE 5HEE16h ROOF FRAMING FLAN NORTHEASTERN • LOG HOMES • ©2004 by NLH Inc THIS FUN 16 LOfYOCHFEW AND MAY NOT AS USED OF ERMION REPRODUCED D-0/AA4 11 WITHOUT WRITTEN P % FROM NORTHEASTERN LOO HOMES IMC, NOTICE: NOI DATE BY CND, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A PZE O fW LICENSED ARCHITECT OR ENGINEER TO ALTER THIS DRAWING. SO E, O ALFRED 5TAHL WINDOWS MODEL CONSULTING ENGINEER y .5S7D1 (j MECHANICAL, STRUCTURAL DEN' ML "PRE p�' BUILDING CODE AFPROVAL9 F SSION ® ,® 518-587-2420 FIND `TNAME JIM & MAA O'MALLEY DATE APPROVED II MAYA DRIVE, WILTON. NT 12851-1432 DAIS 1/13104 FLAX NO' SHf.NO SCALE 114'_1'-O" NE-19247 6 CODE TIME BY 10 CC BB AA EE SKYLIGHT HEADER LOCATIONS TO BE DETERMINED e 8 7 11 ON THE JOB. SEE SHEET GA. 14'-21/4" 9'-113/4" 14'-10" LOG ROW"O" TRUSS ARM "TA" LOG ROW"Bi" I m m 2-2%6 PURLIN SUPPORT BELOW C-04 m 4X8 BLOCKING. SEE SHEET 0-1. \ Im D-14 D" 4%8 PURLIN5 41 GRADE m D-14 \A Im m THIS BAY ONLY m m 4X6 PURLIN LEDGER 'PLO' BELOW 4X8 PURLIN BLOCKING LOG GABLE Im 043 L-13 D-15 m ° m METAL HANGERS 36 h%B PURLINS m 51MP50N A35 ANCHOR ONE EACH RAFTER F Im D-12 m C-12p.1Y TO RIDGE JOINT 14 Im o; 4%8 POPLIN HEADER 86 m 2X8 RIDGE SIMPSON A35 ANCHOR 0 NAILER Im D-11 m C-11 m 0-11 DRILL 4' DIA. HOLES IN ROOF 2X6 VASHEATHING BELOW 2X8 Im m 4%B BLOCKING m 10. D RAF NAILER TO ALLOW VENTING Im D-10 w L10 5 -IO D&IDLG, m 00 00 2X6 BLOCKING o D-9 m p 0-2 000 000 y 2-2%6 PLATE 2%6 RAFTERS d C, D-9 0 2%4 TIESIES 16"16" O.C. DO _ __________m L _________________ 14 RIDGE PURLIN FF FF 12 VENTED BLOCKING 12 BETWEEN RAFTERS FROM 2X10 Y SIMP50N A35 ^ DRILL 4" DIA. HOLES IN ROOF ONE 10'LOG-HOG FASTENER ANCHORS SEACH R A35 ANCHOR SHEATHING BELOW 2%8 PER RAFTER AB SHOWN AS SHOWN ONE EACH RAFTER A5 SHOWN NAILER TO ALLOW VENTING LOG-HOG5 BY OTHERS GABLE DORMER 2%6 DORMER \ 2%6 LADDER RAFTERS WALLS ROOF FRAMING 2X6 FLY RAFTER 24" O.C. UP THE RAKE K 2%6 GABLE BLOCKING 2%8 NAILERS E SEE RIGHT W/ONE 10' LOG-HOG 13 2%4 PORCH KNEEWALL 13 FASTENER EACH. LOG-HOG BY OTHERS H 3 GABLE DORMER ROOF FRAMING 13 00 000 00 000 000 000 000 00 000 000 000 00 000 00 000 0000 000 0000 0000 0000 0000 000 0000 0000 0000 000 0000 000 F 13 `� z N J �o N m 2%8 FLY RAFTER G iL Ct � iC 40 GABLE RAFTER DD 2X4 PLATE PORCH PLATE LOG ROW "N" CCAA 13 o y EE T n BLOCKING BETWEEN RAFTERS FROM 2%e 4%B RAFTERS 2'-B' D.L. NORTHEASTERN START FROM B6 CENTER OF PORCCHTAS SHOWN • LOG HOMES • ©2004 by NLH Inc THIS FLAN 1500"EIGNIE1 AXU MAY NOTES USED OR RfI[OOUCEO /1A4 WITHOUT WnryEN FFRY15510N FROM XORfXfASLFRN LOG DODOES INC. D-0 ICE: NO REYIaION/EHANGE OROSI DALE 6Y CFO. IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A OF dpY LICENSED ARCHITECT OR ENGINEER TO ALTER THIS DRAWING. ROOF FRAMING FLAN 5 ES' - k""j'T ALFRED STAHL WINDOWS MCOEL a CONSULTING ENGINEER MECHANICAL. STRUCTURAL ORN MK GOOSE Afy EUILDING CODE APPROVALS ESHOKa� END. SRO go 518-587-2420 JIM & MAURA OVALLEY APPROVED DATE jh 11 MAYA DRIVE.WILTDN. NY IEe51-1492 DATE 12-30-04 FlANNO. 5HT.N0. �A� 14"_r-0" NE-19247 6A CODE TIME BY PARTITIONS WITH 3/4" V-MATCH ON BOTH BIDES TO HAVE STUDS 24° O.C. WITH BLOCKING. PARTITIONS RIDGE VENT WITH 314' V-MATCH ON ONE 5IDE AND SHEETROCK NOTE: SEE SHEET C-1 ON THE OTHER 51DE TO HAVE STUDS 16" O.C. WITH BLOCKING. PARTITIONS WITH SHEETROCK ON BOTH FASTEN 2X6 DORMER SHOE 7-1/4 16-118 BIDES TO HAVE STUDS 16" O.C. WITHOUT BLOCKING. TO ROOF W/2 - 8" POLE BARN NAILS 2-2X4 PURLIN SUPPORT � 7.1/4 REFER TO SHEET 5-1. BETWEEN EACH 2X6 STUD MINIMUM 7.114 SEE SHEET B-f 4X8 PURLIN _________________________________ ___ 4%B BLOCKING j ALIGN BLOCKING AT i0 RECEIVE Ill" PLYWOOD j DORMER ROOF LINE SPLICE. SEE SHEET 5-2 260 PURLIN FOR NAILING SPECS. VENTED BLOCKING FROM 2X10 Imo/ BETWEEN RAFTERS 2X6 RAFTERS 8 2X6 STUDS DOUBLE ROOF 2X4 TIES 16' O.C. 16'O.C. SEE SHEET C I FASCIA FROM 1X10 liko0 H 1 000 1 00 11 000 00 00 SOFFIT FROM DT 314" V-MATCH 2-2%6 2.2%6 2-2X6 PLATE 2-2%6 LOG SIDING OVER FELT PAPER A 2/8X6/8 218X6/8 112" ADVANTECH9 \A 2X6 SHOE 210%6/0 DOOR DOOR 12 WALL SHEATHING OVER DOOR 314' V-MATCH 2X4 STUDS 4 SEE SHEET F FOR 3-2X4 16' O.C. 2-2X6 PILASTER STUDS FLASHING DETAILS N SEE DETAIL 818. 516' ADVANTECH ROOF SHEATHING (5OUARE EDGE) 1O ff OVER 314'V-MATCH 2-2X4�a SHOE 4X8 RAFTER 2%8NOiCN 4%B RAFTER NAILER FALSE ROOF OVER 2%4 NAILER 51MP50N A35 CONNECTOR BLOCKING 50TH 51DES p FASCIA FROGBEI RAFTERS N FROM 2%E IXIO E6 51/8"X' -3/4" GLULAM BEAM—o FASTEN 4X8 LEDGER TO LOG WALL W/ 11-4 6" LAGS STAGGERED 16° O.C. 5P-4 BOTH SP-4 SIDES P-4 BOTH BOTH 4%8 JOIST WI SIDES 510E5 50TH J48 HANGERS 2.2X4 SIDES PLATE I I I 1 6X6 PORCH P05T I FASTEN 5116'0-112' POST i0 LOG WALL 22 0 0 25 FASTEN 5118'%5112' POST TO LOG WALL 1 WITH 8' LAGS. BEE DETAIL 9/B. 3-2X4 Wl 5/8° N- WITH 8" LAGS. SEE DETAIL 9/5. 61 _� PLYWOOD 32X4 2X4 STUDS 23 16°O.C. 1 Imx 2X4 STUDS ^� P.T. RAILj 2. 318' DIA.X10' 16' O.L. 2- 318° DIA.X10' 314" TAG \ P.T. 5/4 DECKING LAGS PER P05T LA65 PER P05T ADVANTEGH 5UDFLOR 2X4 i2X4 METAL HANGERS SHOE SHOE GJ — LOG SIDING I 2 II I P.T. 60 F051A 2 P.T.2X6 SILL (3) 1 314"X 11-7/8' 'S1MF50N HP-2A' 10' CONCRETE WALL BY OTHERS NOTCH At 2%6'O.C. ON CONCRETE FILLED RAISED LVL(DRAG STRUT) HOLD DOWNS P.T.2X6 JOISTS 16'O.C. 17/8, GIRDER METAL HANGERS SUPPORT POST. ) A5 SHOWN 5ECTIaN NORTHEASTERN LOG©2004 by NLH Inc IN IS PLAN IS CO"XIGNIEU AND MAY NOT BE USED GR REFROMCED D-04 WITHOUT WRITTEN PERMISSION TRUE NORIHEASIERN LOG HONES INC. OTICE: REnslax RCX.WGE ORDER ——————F—DAre DY I CCD. IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A OF y LICENSED ARCHITECT OR ENGINEER TO ALTER THIS DRAWING. ytia E. s a ALFRED `JTAHL NnxDDAs MOC£L w CONSULTING ENGINEER m% . 57D1 ,V 0 MECHANICAL .STRUCTURAL CPN M K LOGES BUILDING CODE APPROVALS CFD n TESu10Nn�r MRD PROJFLTNAME �� 518-587-2420 JIM & MAUKA O'MALLEY APPROVED DATE DATE 12-30-04 PIAN xo. sHr.W. IT MAYA DRIVE,WILTON, NY 12551-1492 5. 318'=PO° 1 NE-19247 7 CODE TIME BY 28'-dl 518" DIA. X 2-1/2' LAG BOLTS SUPPLIED TO FIT 118" THICK STEEL PLATES AT TRUSS ARMS, CEILING FRAMING, AND / OR PORCH TRUSSES. 3'-73/4" 3'-8114" 3'v 3'-8" 14'-0" 7/16" DIA. PILOT HOLE REQUIRED. TO INSIDE OF LOG WALL 6X6 POST TL 6X6 P05T TL OF TD-4 FX OF T5-5 TO INSIDE OF LOG WALL RIDGE VENT e� BEE SHEET C-1 16-116 4X8 PURLIN 7-1/4 4X8 BLOCKING 7 1/4 "u = y 1/4 DOUBLE ROOF by z Tgg 2-2X4 PURLIN SUPPORT BEE SHEET C 10' _ 6,Pg t SEE SHEET 5.1 GRApe !g•,9 a 2-60 PURLIN E]DNR m TO TOP OF TB-3 81 \W� � 8d EDGE NAILING 0 4' O.C. o a 10" LOG-NOG FASTENER m .� 12 ONE PER RAFTER 2X8 NAILER OF' 2%4 STUDS BY OTHERS y-r 12 TOP OF e 4 5,� 1112 V•MAiCN 16' O.C. 2-20 PILASTER STUDS PORCH KNEEWALL 10 - SEE DETAIL 818. 516' AOVA NTECHR ROOF `� I SHEATHING (SQUARE EDGE) l0 5P-6 2X4 2-2X8 n OVER 314" V-MATCH M 518' PLYWOOD p. 3/8" 10" SHOE BLOCKING 4%8 RAFTER I 11/2" V"MATCH LA65 PER P05i NOTCH PLYWOOD I OVERVER 2X4 NAILER VEI FLOORING N 4X8 RAFTER AT TB-4 A TD-5 I J FALSE ROOF STRIP NT Ww M 51MP50N A35 0 Y \ FASCIA FROM ONE EACH RAFTER 1X10 �� N BLOCKING 5P-4 27 TO TOP OF 1 I/2' BETWEEN RAFTERS q NOTCH 40 LOFT FLOORING FROM 20 HEADER 1" TO4X8 JOIST WI 2X8 RECEIVE 60 J46 MI GRADE BEAM J46 HANGERS 2.2X4 NAILER JI GRADE BEAM PLATE FASTEN 6X6 P05T TO LOG WALL b WITH B' LAGS,SEE DETAIL 9/B. I 21 18 6%6 P057 17 16 6X6 PORCH P05i eft 2"2FIL E/R�� 2X4 5TU05 3' -7' 16' O.C. I I 2-2%B PILASTER STUDS STAIRWELL L 318" DIA.X ID" P.T. RAIL I I LAGS PER P05i 314"ThG 2%4 SEE DETAIL 818. P.T. 514 DECKING ADVANTELHR 2X10 JOISTS ON HANGERS SHOE SUBFLOOR 16' O.C. METAL HANGERS ,9 � LOG SIDING 2.2X10 / II p HEADER P.T. 6X6 POST A-2 P.T.2X6 BILL �" THREE 13/4"X91/4" LVL RAISED DRAG STRUT 10" CONCRETE WALL F BY OTHER5 CONCRETE FILLED W/'SIMPSON HD-2A' HOLD DOWNS - P.T. 2%6 JOISTS 16' O.C. SUPPORT POSTS (2) 13/4' % 9 114" LVL GIRDERS E C T I O PJ BB NORTHEASTERN + LOG HOMES + 02004 by NLH Inc TING FLAN IS CGFYRIGHTEO AND MAY NOT WE U6EU at SmOVNOEY D•04 WITHOUT WRITTEN FEAM15515H FROM NORTHEASTERN LOG HOMES INC, C NOTICE: xD REnslaNYgV.NGEaRDER I on1E 5v I cK0 _ IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY FE95ON NOT ACTING UNDER THE DIRECTION OF A ti Is OF N O LICENSED ARCHITECT OR ENGINEER TO ALTER THIS DRAWING. ALFRED STAHL rexmrs MWFl u CONSULTING ENGINEER b 573 F Q� MECHANICAL. STRUCTURAL °µ' MK ESS10µP� OUILDING CODE AffR0VAL5 p.5 _ 5RD FRODER NAME 518-587-2420 JIM & MAUKA O'MALLEY APPROVED DATE DATE FIAH No. 6Hr.N0. It MAYA oelvE,WILTON. Nr 12e31-14e2 12-30-04 SCALE 3/8'=1•o NE-19247 8 CODE TIME BY 314" DIA.X 6-1/2' MACHINE BOLTS W/ NUTS SUPPLIED TO FIT FACTORY PRE-DRILLED TRU55 MEMBERS AND 1/8"THICK STEEL PLATES. 6/8' DIA. X 2-1/2° LAG DOLTS SUPPLIED TO FIT 1l8"THICK STEEL PLATES AT TRU55 ARMS, 14'-0" CEILING FRAMING, AND I OR PORCH TRUSSES. 7/16' DIA. PILOT HOLE REQUIRED, 13'-41/8" 4'-8" 4'-0I/8" 7718" RIDGE VENT OF TA-7 OF TA-6 OF TA-9 SEE SHEET C-1 �A NOTE: 7114 2-2%6 BLOCKING 16-118 TO END OF TA-5 TO IN51DE OF LOG WALL FASTEN 2X6 DORMER SHOE TO ROOF W12- 8EACH 2%6 STUD MINIMUM" POLE 5ARN NAILS 5ETWEEN 7.1/4 F_ 08 PURLIN 7.114 =MINIMUM • • " FASTEN ROOF 4%8 DLOCKING --- --- . WI 2 8TWEEN I /' E I / l j DORMER ROOF LINE 7R 2-60 PURLIN s'fo VENTED DLOCKING FROM 2%10 ice/ E7-1/413 rte, 2-20 PLATE BETWEEN RAFTERS 2%6RAFTE95 .0 2X6" O.C. ,b�k �'TDE, DOUBLE ROOF 2%4 TIES 16° O.C. 16" O.L. N SEE SHEET C 9 FASCIA FROM I y� s. 1%10 �® 00 000 00 000 00 00 t\L� TO TOP OF 2-2%4 PLATE SOFFIT FROM DOE7-114K 2%6 STUDS 3/4'V-MATCH 4'h DT 2.2%6 PLATE 1 _ {X 16'O.C. D s LOG SIDING OVER • � S4 � s+ FELT PAPER d 1/2" ADVANTECHR \A 2X6 SHOE �' i9 y 12 WALL SHEATHING OVER E7-0/4C s F 3/4' V-MATCH sa. /�. y SEE SHEET F FOR ss LOFT RAILING e• m FLASHING DETAILS 5/8" 0 ROOF SHEATHINGING (SQUARE RE EDGE) R04' 2%6 SHOE OVER 3/4"V-MATCH (+�- 0 6P-5 f OVER OTHER 51DE 3/4' V-MATCH 4%8 RAFTER IS m n 5P-6 NOTCH 4X5 RAFTER lK'ry NOTCH PLYWOOD OVER 2X4 NAILER Ai POSTS cP 2- 12' 6IMP50N A35 E7-I/4DI FALSE ROOF mg I -'BLOCKING CONNECTOR �IT IT SPIKES FASCIA FROM DETWEEN RAFTERS DOTH SIDES �•� IA-1 6X814'-5' I / p 1X10 �� ry FROM 2X8 E7-1)4A j NOTCH LOG ROW°0"21/4"i0 FASTEN 4X8 LOFT HEADER TO 5F-5 5P-5 TO TOP OF I I/2' RECEIVE TRUED DOTTOM CHORD pp FASTEN 6%6 P05T TO LOG WALL DEAM TRUSS DOTTOM CHORD 51/8'X13 3/4" 29 OTHER SIDE 5P-13 LOFT FLOORING WITH 8" LAGS, SEE DETAIL 9/5. GLULAM BEAM 5/8° PLYWOOD OVER 08 J015T 11/2' V-MATCH FLOORING WI HANGER 14 13 FASTEN 51/8"%31/2' P05i 12 14'23/4" TO 5118"%51/2" POST WI 6" LAGS APPROX, 141!2" O.C. s 'EcrioN LL mw__ NOo�oM� HOME ©2004 by NLH Inc THIS?LAN 15 WRYRIGHn'AND MAY NO EE OOEN OR RELRODUCEU 11 WITHOUT DRIVEN PERMISSION FROM NORTHEASTERN LOG HOME51N4 0-04 ICE: F10. REVi510N/CHANGE WDER DATE I lY I [RD, IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER TO ALTER TH15 DRAWING. S�P��OF E' S yi ALFRED rJ'TAHL 1MNDW65 MDD * CON5ULTING ENGINEER i A MECHANICAL , STRUCTURAL DR' MK CODES �•1 ,`\\V CUILDING CODE APPROVALS CND OFF9S10Npr- SRO PROJFLENAME 518-587-2420 JIM & MAUKA O'MALLEY APPROVE DATE AN NMLXN�' nex sHr.xD. u MArn DcrvE,wurax, xr Izem-uDATE 5z 12-30-04 ND 671 318'=110° 1 NE-19247 9 CODE TIME BY RIDGE VENT e� SEE SHEET C-1 FASTEN 51/8"X9 5/8'GLULAM WALL 5RACE TO LOG WALL WITH 12" LAGS. SEE DETAIL 9/D. 01a h 0 0 0 4X8 PURLIN 7114 DOUDLE ROOF o 0 7 114 SEE SHEET C 0 EXTRA LAGS REQUIRED PLA-2 ° PLA-3 AT 2-60 PURLIN ° 0 4X8 BLOCKING 0 8d EDGE NAILING 0 4' O.C. 12 10' LOG-HOG FASTENER o ONE PER RAFTER 2X8 NAHERS 4 F_ DY OTHERS 0 2%k STUDS FASTEN 6X8 DRACE TO LOG WALL 5/8"ADVANTECH W ROOF 24" O.C. ° o e ° WITH 10' LAGS. SEE DETAIL 910. s SHEATHING (SQUARE EDGE) ° 0 OVER 3/4'V-MATCH 4X8 GABLE RAFTER 0 CN13 CN145 CN13 ° LNI6 CH145 CN13 ° ° o NOTCH 4%8 RAFTER ......... .. STAT. STAT. OVER 2X4 NAILER 0 0 .. .. ..... ...... .... ° PLA-1 PLA-4 ° FASCIA FROM SIMPSON A35 0 ° 0 I%10 N ONE EACH RAFTER 9 11 10 ° ° PORCH PLATE LOG LOG 5101NG DEYOND FWH6D68 ASR FWH6068 SAL 0 0 o CUT TOP END OF 4X6 PURLIN LEDGERS PLA-2 8 3 TO LENGTH ON STOCK LENGTHS: THE J00 d FASTEN TO LOG WALL WITH 6" LAGS A5 SHOWN. SECTION °° PLA SEE DETAIL 1/C-2. PLA-22S30 1 15'-0' 5'-0 NOo�oMEsM• ©2004 by NLH Inc INI6 FLAN 15 COPYRIGHTED ANG WAY NOT HE USED OR REPEOOUCEU D-04WITHOUT WRITTEN FERNI55TON FROM MORTHEA51ERK LOG HOMES IN[. NOTICE: F-PE NGRGRDER onre DY a0, IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PER50N NOT ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER TO ALTER THI5 DRAWING. O E. S ,y ALFRED 6TAHL CONSULTING ENGINEER MECH n55TJ1 (j- CCOPE AIIROVALS AL , STRUCTURAL FE ;0 IPI)JElf xunE 1"OL 8-587-2420 JIM & MAURA O'MALLEY APPROVED DATE onre 12-30-04 FTnry NO' SWAP II MAYA DRIVE. WILTON. NY 12E31-H92 ST.,= 1 NE-19247 10 CODE TIME BY RIDGE VENT SEE SHEET C-1 _a 161/8 7 1/4 F_ 2.2X8 PILASTER STUDS 0 SEE DETAIL 6/3. ° ° 0 ° 4X8 BLOCKING0 ° 0 DOUBLE ROOF 71/4 SEE SHEET C 71/4 0 0 40 PURLIN 0 0 ° 0 PLD-3 PL3-2 EXTRA LAGS REQUIRED 0 ° 0 AT 2-60 PURLIN 0 0 0 ° °,,. 3T o 0 0 0 8J EDGE NAILING 0 4"O.C. 10' LOG-HOG FASTENER 3046 0 ONE PER RAFTER 12 PL3 I 2X8 NAILERS 3Y OTHERS 4 ° 2X4 STUDS 24' O.L. 618'EAT ING (SQUARE W ROOF 0 SHEATHING (SQUARE EDGE) OYER 3/4' V-MATCH ° -'- 4X6 GAOLE RAFTER 5/B' PLYWOOD OVER ... ........ NOTCH 06 RAFTER FALSE ROOF 2X8 NAILER 40 J015T 11/2' V-MATCH FLOORING 2X4 SHOE SIMPSON A35 OVER 2X4 NAILERONE f EAC H TER 0 ............ ........... FASCIA FROM N 1X10 2.2X4 PLATE 28310.2 LOG SIDING 3EYOND PORCH PLATE LOG 3046 3046 CUT TOP END OF 4X6 PURLIN LEDGERS P1.0.2 6 3 TO LENGTH ON 5TOCR LENGTHS: FASTEN 40 LEDGER TO LOG WALL THE LOU A FASTEN TO LOG WALL WITH 6" LAGS AS SHOWN. PLD-1 B'-6' W/6" LAGS STAGGERED 16"O.C, SEE DETAIL tlG-2. PL3-2 1P-O' S E C T I O N EE PL5-3 16'-0' NGH �O � OME LS + 02004 by NLH Inc MIS PLAN 15 COPYRIGHTED AND MAY NOT OE USED OR REPRODUCED 0-04 WITHOUT WRITTEN PERMISSION FROM NORTHEA5TERN WG HONE5 INC. NOTICE: W. REVISION I CHANGE ORDER PAI pY I GO. IT IS A VIOLATION OF THE NEW YOKK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A Z�OF LICENSED ARCHITECT OR ENGINEER TO ALTER THI6 DRAWING. 'lP Y ALFRED 5TAHL MANDDas MODEL CONSULTING ENGINEER N 731 � MECHANICAL. STRPRN- ML COOS A,E�51�N�/A BOIL DING CODE APPROVALS CUP. SRD PNOJFLT NAME 518-587-2420 JIM & MAUKA O'MALLEY APPROVED DATE II MAYA DRIVE, WILTON, NT 121551-1492DATE 12-30-04 PLAN xO. sHr.ND xATE 3/6°_ro° NE 19247 11 CODETIME BY RIDGE VENT 51MP5ON A35 ANCHOR SEE SHEET C-1 ONE EACH RAFTER AND EACH TIE 12 SHEATHING 12 1p � 2X8 RIDGE 12 VENTED BLOCKING FROM 2X10 FIBERGLASS INSULATION 2X4 TIES SPIKED TO OPP051TE BETWEEN RAFTERS SIDES OF 2X6 RAFTERS 16' O.C. SEE DETAIL L114 INSTALL AIR BAFFLE BETWEEN 51MP50N 13 ��ppp RAFTERS TO ENSURE 2' AIR FRAMING CONNECTOR J 6 l SPACE FOR PROPER VENTILATION ONE EACH RAFTER 12 \ OF DORMER ROOF AND ONE EACH TIE 1121 SHEETKOCK 6 1/2" 5HEETKOCK FASCIA 2-2X6 PLATE 12 FROM 1X10�G� LOG 51DING OVER SEE SHEET F FOR 112'PLYWOOD UNDER 5HEETROCK FELT PAPER d SOFFIT FROM FLASHING DETAILS 1/2' ADVANTECH 0 3/4' V-MATCH AT SHEARWALL ONLY STRIP VENT SHEATHING WALL SHEATHING 2X6 B O.L. 2%6 SHOE INSULATE LATE BETT WEEN5' RIGID ® — INSULATION 2-2X6 PLATE _______ 1"� 3/4'V-MATCH 2X3 STRAPPING 6X8 HEADER VERs. PURLIN 4X8 PURLIN BL ( ) BLOCKING BLOCKING 11 GRADE METAL HANGER 4%6 PURLIN BEYOND 08 PURLIN BEYOND 60 HEADER 6X8 BEAM TRU55 Y1 GRADE TOP CHORD 2X4 PLATE SECTION C C T I 0 A I FF 2X4 SUPPORT PARTITION �J G (V WI V-MATCH BOTH SIDES SCALE: 3l8"=1'-0' SEE SHEET 0-1 DORMER ROOF LINE 518" ADVANTECH" ROOF i 7-1/4 DOABLE ROOF SHEATHING (SQUARE EDGE) 74/4 SEE SHEET C VENTED BLOCKING FROM 2%ID i 2%6 RAFTERS d BETWEEN RAFTERS 2%6 FLY RAFTER 2X4 TIES 16"O.C. 40 PURLIN NOTE: FASTEN 2X6 DORMER SHOE 10 ROOF FASCIA FROM TO TOP OF Wl 2. 8' POLE BARN NA BETWEEN 1X10 �® 0 0 o a a o 0 0 0 0 0 0 0 0 0 0 2-2X6 PLATE EACH 2X6 STUD MINIMUM 501 FIT FROM 2.2X6 2.08 PURLIN 3/4' V-MATCH PLATE R1 GRADE 30 2%6 STUDS 2-2X6 16"O.C. METAL HANGER 12 LOG 51DING OVER FELT PAPER A 4 112"ADVANTECH4 SHOE 6X8 PURLIN HEADER WALL SHEATHING YI GRADE - b SEE SHEET FOR 314' V-MATCH `a FLASHING DETAILS _� 15T ROOF 618'ADVANTECH W ROOF SHEATHING (SQUARE EDGE) 2-2X4 OVER 314° V-MATCH \ 2X4518" PLYWOOD OVER NOTCH 4X8 RAFTER aj SHOE 2X4 PLATE 1-112"LOFT FLOORING 1. OVER 2X4 NAILER 51MP50N A35 - - CONNECTOR M BLOCKING BOTH SIDES N BETWEEN RAFTERS i0 TOP OF - _ -- FROM 20 \ X6 LOG ROW"O' NORTHEASTERN 1X10 FASCIA 4JOIST • LOG HOMES • 6X6 PORCH POST 4%8 LEDGER FASTENED TO LOG WALL W/6" LAGS 18'O.C. 02004 by NLH Inc THIS FLAN 15 COFYRIGHtED AND MAY NOT HE USED GR REPRODUCED WITHOUT WRITTEN FERM1GNON FROM NORTHEASTERN LOG HOMES INC, D-04 SECTION GG RDER nA= g p. LUT 6X8 PURLIN HEADER TO LENGTH NOTICEN0. REVEHONICHANGEO : ON THE JOB FROM 11'-6" STOCK IT 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON NOT ACTING UNDER THE DIRECTION OF A SCALE:318'=l'-0' 1k OF dP LICENSED ARCHITECT OR ENGINEER TO ALTER THI5 DRAWING. 5�P E• q all, WINDOWS ALFRED 5TAHL E, CON51JILTING ENGINEER W y .55701 � MECHANICAL. STRUCTURAL - MK CO0E9 F'ESSIONp� END' 5RD FROJFLTNAME 518-587-2420 JIM & MAUKA OFMALLEY APPROVED DATE YiN� DATE FLAN ND. SHcxD. 11 MATH DRIVE.WILTON, NT 12091-II92 12-30-04 SCALE 3181-1'0" NE-19247 12 RIDGE VENT SHEATHING OVER 2. 2%10 JOISTS 2. 2X10 BLOCKING 2. 2%10 JOISTS 2- 2%10 BLOCKING SEE SHEET C-1 3/4' V-MATCH 1.1/2" V-MATCH RIDGE NAILER RIPPED 4X8 RAFTER 2-20 4X8 J015T FLOORING ON THE JOB. , \\\ BLOCKING 2X4 STUDS SPIKED ROOF SHEATHING TO SIDE OF EACH RAFTER, 2X4 2X3 STRAPPING NAILER SPIKED TO OPP051TE SIDE VERTICAL P.T. 2X6 SILL 6X8 WALL BRACE P.T. 2X6 SILL / GLULAM SHEATHING / BRACE 2X3 STRAPPING —�_ 5 FELTLPAPERER LOG SIDING_A VERTICAL - - It, AIR FLOW DRILL 4" DIA, HOLES r I `al FOR PROPER VENTING OF DOUBLE ROOF / I x 3/4' V-MATCH 2X6 JOIST ON 2 STRIP VENT —� RIGID II tl U I I li p METAL HANGERS ,Od ®,6" O.C. INSULATION I I IT IT 2X6 BLOCKING 10 NAILER RIPPED PROVIDE NAILING FROM 2%6 Ed EDGE NAILING 2%4 STUDS 4" O.C. 314° V-MATCH pp D.C. FOR V-MATCH 6 RI61D HANGERS. SPRAY FOAM 112" FILLER II INSULATION INSULATION NAILER FROM 2. 2X10 B' PIKES 112' FILLER 2. 2X10 6' PIKED 112" FILLER INSULATION STOP FROM 2%8 STOCK PERIMETER HEADER PERIMETER HEADER 2X,D STOCK. PRE-DRILL W/ II INSULATION 314" V-MATCH 4X8 RIDGE 1/4' DITTO RECEIVE 15i ROOF PURLIN 12' SPIKES 16' O.C. 2%4 NAILER CAULKING ,3 DETAIL ,3 DETAIL ,3 DETAIL DETAIL 13 SEE FORNAILINGC2 DETAIL 3,/2" E SCALE:1 112'=,'-0' SCALE:1 1/2'=P-0" SCALE: 1'=,'-0' SCALE: 1-1/2'=l'-O' SCALE: 1'=1'-0' FF-39-04 FF-40-04 R-08-04 P-19-04 CONTINUOUS VAPOR BARRIER REQUIRED ON 8d EDGE NAILING 4' O.C. HEATED SIDE Of ALL INSULATED AREAS FASCIA FROM 1X10 FELT PAPER PRE-DRILL 4XO RAFTER FIBERGLASS DRIP EDGE SHEATHING OVER 4`SHINGLES AND ATTACH 70 2%4 STRIP VENT INSULATION 3/4"V-MATCH 1 NAILER AND PLATE LOG SHEATHING WITH ONE 3/B"%12' SPIKE FASTEN 2.2X6 TO LOG BLOCKING FROM 2X8 WALL W/8" POLE DARN BETWEEN RAFTERS NAILS - 2 BETWEEN EACH STUD DRIP EDGE LOG SIDING 0I 3/4"V-MATCH OVER FELT PAPER 2-2X6 SHOE W/ IV 5/8' FILLER IA ,. 4X8 RAFTER SHEATHING 2X6 STUDS 4X8 GABLE RAFTER 2%8 FLY RAFTER 12d TOENAILS — SEE SHEET F FOR 2%4 STUDS 24" D.C. 16" O.C. CAULKING FLASHING DETAILS SHEETROCK SHEATHING OVER LOG SIDING 2X4 SHOE NOTCH 4X8 RAFTER FASCIA FROM ,X,O 31/2. 3/4" V-MATCH 2X10 LET-IN NAILER TO REST OVER 2X4 FASTEN 10 EACH NAILER A5 SHOWN "N" STUD WI 3- 16d NAILS ATTACH 2%4 NAILER SIMPSON'H3' ROOFING TO PLATE LOG WITH FRAMING CONNECTOR FASTEN 4X8 TO LOG WALL PORCH PLATE LOG (2) 16d SPIKES 12"O.C. W1112" DIA, X 6' LA65 2 - 1/2' DIA.X 6" STAGGERED 18'O.C. LAG BOLTS SEE DETAIL 9/6 PER RAFTER f G DETAIL 13� BOTH 5N E55 r 1Pt� D E. SCJ• DETAIL 3 DETAIL 3 SSE r SCALE: I '=,'-O' SCALE: 1'=1'-0' FIDERGLA55 r P-04-04 P-05-04 INSULATION 2; 'l w m CONTINUOUS VAPOR BARRIER REQUIRED ON 0.55T71 HEATED SIDE OF ALL INSULATED AREAS ,A 4X8 RAFTER / 2X6 SHOE - FASTEN FESSIONW ONE 10" LOG-HOG FASTENER 2%6 LADDER RAFTERSSTRIP VENT TO LOG WALL W/8" PER LADDER RAFTER - BY OTHERS 24" O.C. POLE BARN NAILS - 2X6 FLY 2 BETWEEN EACH STUD TINSULATION � li RAFTER 8d ® 4" O.C. EDGE NAILING AFTERS III12 ABLE BLOCKING 10" LORAFTE FASTENER LOG SIDING 513" PLYWOOD 4 ONE PER RAFTER- BY OTHERS 2X8 HAILERS �SLIA OVER FELT PAPER2X6 NAILER FROM 11(10 PORCH KNEEWALL SOFFIT FROM NORTHEASTERN 4%8 RAFTER 3/4" V-MATCH I/2" SHEATHINGLOG HOMES2X4 STUDS 24" O.C. 51MP50N A35 BOTH ENDS — ©2004 by NLH Inc SHEATHING OVER ONE 5I DE (iYP) CAULKINGrxls ruxmcarrRlcxrfo nxo xnr xar eE usfo oR RfrRaoucEo 3/4' V-MATCH � 51MP50N A35 1.1/2' y.MA1Cry WIIMOUrWRI11EN rfR VS5ION FROM NORTHEASTERN LOG HOMES INE. 2X8 FLY RAFTER BOTH SIDES2X4 TIES 16" O.C. FLOORING onrE er 2X4 5SHOE a LOG SIDING 3112" � OVER FELT PAPER KSHEATHING MC9Ef FASCIA 2O,C. FASTEN 4%B i0 LOG WALL FROM 1X10 LOG 51DING IEEN WITH 6' LAGS 15' O.C. 6X6 POSTF LI STAGGERED. SEE DETAIL 918 0°x MK FD. 5RD ITRIFLTNANE DETAIL 3 DETAIL 3 JIM & MAURA O'MALLEY SCALE: 3/8'=1'-0' SCALE: 3/4'= DETAIL1'-0° 13 DATE 1/14104 xE"HNO. sncxo. P-14-04 8' PPL13 WESTFIELD DORMER R-05-04 SCALE: 1-I/2'=I'-0" v. AS NOTED NE-19 '47 16 PRIOR TO INSTALLATION Of FRAMING BROWN ANNODIZED AGAINST THE LOG WALL, CUT SLOTS PRESENT FLASHING CAN 2%6 RAFTERS 16- O.C. SHEATHING 2X8 NAILER IN LOG WALL L DEEP I SHOWN. BE PURCHASED FROM LOCAL SEE SHEET TNGDE' FOR CAULK LIBERALLY AND INSTALL FLASHING METAL SHOPS FLASHING DETAILS A5 SHOWN 2X4 TIES 16'O.L. 2%4 NAILER SHINGLE5 AIR FLOW w SHEATHING 7 FELT PAPER FASTEN NAILER FROM 2%8 kX8 PURLIN ON TO LOG WALL W/3-4"WOOD FASTEN 2X6 BRACES 24' O.L. 2" SHEATHING \ O O METAL HANGER W/3.4" WOOD SCREWS SCREWS AT 24" O.C, HELD TO TOP OF NAILER 4" WOOD SCREWS 12" O.C. RIP 2X8 NAILER UP THE RAKE FIBERGLASS O 6%8 PURLIN HEADER TO 6 ,/2" INSULATION 08 PURLIN NOTCH LOG WALL i ®� 5HEETROCK - 4" DIA. HOLES 1-314" DEEP FASCIA FROM ,X10 NAILER FROM 6' RIGID INSULATION 5P-4 PLATE BOTH SIDES 2X10 2X3 STRAPPING W1518"X2-1/2" LAGS ®� NOTCH LOG WALL 2" DEEP 2X8 FLY RAFTER 2.2X6 PLATE NAILER BLOCKS FA5CIA FROM 1%IO TO RECEIVE FLASHING /�/ RIPPED i0 6 I/2" 3/4" V-MATCH FROM 2X8 24" O.C. / 12X6 SHOE 16T ROOF 5 50/4'Y- FROM 3/4" V-MATCH YX-1, 6X65EEADETMLCE Wt 88 BAGS 314"V-MATCH --- 2X6 LADDER RAFTERS - 2-6X8 PURLIN i1 GRADE 24" O.L. UP THE RAKE �� GLUED d BOLTED WITH HELD i0 BOTTOM OF 9/d" DIA.X 10"CARRIAGE BOLi5 NOTE: IF DESIRED 3/4" V-MATCH ( i SOFFIT MAY BE GNOTCHEDABLE 2' DEEP FLY RAFTER i ��\ �� 12' O.C. STAGGERED INTO LOG GABLE i LY. 6X8PURLIN HEADER W/ J68 HANGER DETAIL A 4 DETAIL „ UrrnYIIE�[EI IRO SCALE: 3/4 '_1'-0' SCALE: DETAIL 14 D D-11 SCALE: 1 '=,'-O' CONTINUOUS VAPOR BARRIER REQUIRED ON DETAIL 14 D-12 HEATED SIDE OF ALL INSULATED AREAS SCALE: 1"=,'-O" 0-28 CONTINUOUS VAPOR BARRIER REQUIRED ON CONTINUOUS VAPOR BARRIER REQUIRED ON MAKE A 2" DEEP SAW CUT AT 5-1/2" FROM THE OUTSIDE CORNER AS SHOWN HEATED 51DE OF ALL INSULATED AREAS HEATED SIDE OF ALL INSULATED AREAS TO RECEIVE 'L" SHAPED FLASHING BEFORE INSTALLING ROOF BOARDS, TO ALLOW ACCESS TO TOP LOG COURSE WITH A CIRCULAR SAW, FLASHING TO BE FULL HEIGHT OF WALL AT TWO LOCATIONS ON EACH CORNER A5 SHOWN, CAULK 1 SAW CUT BEFORE INSERTING FLASHING. 6X6 PORCH P05T C-2 DOUBLE ROOF SPECIAL 6X6 LINED P05T 1/4' DEEP Dh005 FASCIA FROM 1X10 SEE SHEET"C' SPNOTE CAULK OVER FLASHING BEFORE SETTING TRIM BOARDS TRIM FROM t Ev N8 PINE *SIMPSON' ABU66 M FROM P057 BASE SHEATHING X,I 2" NAILER 4X8 PURLIN ______________ TR IXBPNEBY OTHERS LOG SIDING II - ______- OVERFELTPAPER—� -TONGUE-- -- FLASHING 22X6 PURLIN SUPPORT SEE SHEET"F" MINIMUM 1/2" RETURN 2X6 STUDS � LOG SIDING ON FLASHING 23/4" INSULATE BETWEEN INSIDE OF OVER FELT PAPER 2-6%B PURLIN LOG WALL GLUED d BOLTED 2X6 SHOE z ST BASE 5/8' DIA. X 12'SHEATHINfi 2" DEEP SAW LUi "2%6 FLASHING 10 EXTEND ANCHOR BOLI ANCHOR BOLI 4XB PURLIN I�V �--� SHEETROLK FULL DEPTH OF CUi A5 SHOWN4X8 BLOCKING SHEETROCK FIBERGLASSINSULATION 6X8 TRU55 ARM�e 8"CONC. PIER GASKET DETAIL DETAIL 4 DETAIL DETAIL 4 DETAIL 4 SCALE: 1"=I'-0° SCALE: 3/4'=1'-0" SCALE: 1'=I'-0" R-26 D-10-04 SCALE: I-1/2'=1'-O' D-15 SCALE: D-16 DOUDLE PERIMETER HEADER (SIZE PER PLAN) DRIL HOLES Y BELOW 2X6 STUD SUDFLOOKING BEVEL LINE r BLOCKING BETWEEN off. BEVEL LINE ` JOISTS FLOOR JOIST SIMPSON A96 ANCHORS OR EQUIVALENT I6"0.6 i NORTHEASTERN • LOG HOMES + DOUBLE PERIMETER HEADER !' 02004 by NLH Inc (SIZE PER PLAN) 3 . 2' HOLES THIS PLAN IS01ERWTED AND MNNNRMEASSEUSED DRREPRODU IN[, FOR AIRFLOW BLOCKING RIPPED FROM 2X10 4 WITHOUT P.T. 2X6 SILL NAIL 5UBFLOOR WITH BETWEEN AT TOPS , N° RE'ASION/C1NN6E ORDER Dore Dr aD. MIN. Bd RING SHANK NAILS, SIMPSON MSTA12 METAL STRAPPING SPACE NAILS MAX.4" O.C. ALONG PANEL EDGES AND P.T. 2%6 SILL OR EQUIVALENT 32' O.C. MAX, 8' O.C, IN FIELD. SIMP50N AS5 ATTACH A5 SHOWN mRDa0.s TTAA1 CAULKING (NOT FROM CONCRETE WALL BUILT /� -\PtE E,OF E 0EE. o TOP ACH SIMILAR LOG CAULKING) TO LOCAL BUILDING LODES y y FLOOR J015T e,� s f SEE FLOOR FRAMING PLAN r r` 2-2X6 PLATE °RN ML c0°E5 FOR J015T SIZE DETAIL ,< DETAIL' ' 4 DETAIL 4 Ms "° '�' ° DETAIL 4 � E JIM & MAUKAO'MALLEY SCALE: 1'=I'-0' SCALE: 3/4 =1-0° FESSION0. SCALE: SCALE: 3'=,'.O' °ArE 1114/04 PLAN No. secno. v. = AS NOTED NE-19247 14 SEE DETAIL SHEET 9-3 FOR LOG 510ING DETAILS. SPECIAL SPIKING OF L065 REQUIRED AT A-ROW, WALL PILASTERS, WALL BRACES, AND DOOR A NOTE: ALL LETTERS A SYMBOLS FOLLOWING THE WINDOW OPENINGS. SEE DETAILS 110,810, LOG NAMES ON ELEVATION DRAWINGS ARE FOR 9/B,1ID-1 AND 31D-2. MANUFACTURING PURPOSES ONLY AND WILL NOT SEE DETAIL SHEETS A-3 A A-4 FOR LOG BE NARKED ON ACTUAL LOGS. WALL GASKET A CAULKING INFORMATION. CONCEALMENT OF WIRING MUST BE ADDRE55ED DURING LOG WALLS MUST BE NOTCHED FOR CEILING CONSTRUCTION OF LOG WALL5, BEAM CEILIN66 AND LOG W BEAMS AND E NOT TRU55ER AS ROOF FRAMING FOR SUCH ITEMS AS ELECTRIC OPENERS BEAM FOR SKYLIGHTS OR OUT OF REACH WINDOWS, CEILING APPLICABLE BEFORE SPIKING LOGS. SEE SHEET 8-I. LIGHTS, CEILING FANS, RECEPTACLES, SWITCHES, IAD-2 FOR D- SEE DETAIL SHEE15 D.SMOKE ALARMS AND PHONE JACKS. SEE CONSTRUCTION DOOR A WINDOW INSTALLATION 0,110N DETAILS GUIDE AND DETAIL SHEET B. AT LOG WALLS, 6'-93/4" B'-d' 23'-101/2" 6.01 5'-33/4" TO INSIDE LOG WALL 12 2X6 GABLE 2X6 GABLE OL CKINO 12 BL CKING TO IN51DE 12 12 LOG WALL 51MP50N A35 ANCHOR 2X6 LADDER RAFTERS SEE DETAIL M114 2'-0° O.C. UP THE RAKE 51MP50N ANCHOR 2X6 LADDER RAFTERS SEE DETAITAI L M/14 2'-0. O.C. UP THE RAKE M 14 2X6 -2X6 34310 d' 2-2X6 PLATE 34310 2.2%6 PLATE 51MP50N L5TA18 d. 2.2%6 � 2-2X6 51MPSON L5TA1B 2X6 STUDS 361/8" 16" O.C. 2X6 STUDS 2.2X6 a� 16' O.C. 2.2X6 ;a 51MP50N LSTA12 51MP50N L5TA12 2X10 LET-IN NAILER 2%10 LET-IN NAILER 2-2X6 SHOE W1 518" 2X6 SHOE OVER 1-112' PLYWOOD FILLER. V-MATCH FLOORING K 13 �' 518' PLYWOOD. I F 13 N 10-6' 0.1 HT1 8-1' 0-2 RT!I 14'-T' 0-3 RT9'-6' 0-4 RT1 L4 0.5 RT 11 II T•-0' N-I1 15•-1' N-21 13'-1' N-3 .I 8•-I' N-4!I II'-I' N-5 11 11-10, -------- M-I !16'-4- _____—___ M-21 9--l' -- M-3' 8'-9' T---------------- MA 118'-5- ---------- M-5 12'•2' _ M-6 21-10 2' L•I xrmx 3'•9' L-2 xrrOH T-9' L-3 xonH 4'-111 L-4 NOTCH 4'-4, ii e• OT ___ 4 4• L-7 nit' 1/2' 1112 /4• Hill.. L-5 4'-4' L-6 xrrzN 1••111/2 K-I 3'•9' K•2 3'-9' K-3 4'-111/4' K-4 4'-4• K-5 4'-4• K-6 3'•5' K T 2••101/2' J-I 3'-9' J•2 3'-9' J-3 �'-111/4' J-4 5'-8112" q••q. J-5 3'-6" q•-q. J.8 4'-4• J'T V_ H-6 3'•9' H-2 3'•9• H-3 4'-111/4• H-4 4'-4' H-5 4'-4' H-6 5'-113/4" 3'•5' H-T 2•-10%2 G-I 3,-6" 3'-9' G-2 3'-6" 3'-9' G•3 3'-6' 4'-II'/�' G-4 4'-4• G-5 4•-4• G-6 4'-4' G i 1'-111/2'F-1 3'-9' F-2 3'-9' F-3 4•-111/ F-4 4'-4• F-5 4'-4' F-6 3'-5' F-T 2'-10%2 E-I 3'-9' E-2 31•9• E-3 4'-111/4• E-4 4'-4' E-5 4'-4' E•6 4'-4• E-T 1•-11%2 D-1 3'•9' D•2 LI 3••9• 0-3 LI 4•-11'/4' D-4 4•-4• D•5 13'•8 '4' D-6 B'-0' C-11 B'-2' C-2' 9'-9�'i' C-3 4'-4' C•4 9'-T• C-5 1 5'-I�'4' C-6 4'-T' B-I ' 14'-2�'4' B-2' 6'-3' B-3 4'-4• B-4 5'-T' B-5 ' B'-2�'i' B•6 9'•0' A-1 • 1 8'-1' A-2 i 1 8'-10 '4' A-3 • 4'-4' A-4 • 8-I' A-5 • ' 6-TY2 A-6 ' NOTCHTOPNF1 NGUE FOR DEEP X1' WIDE ON ELEVATION A LOGS N-I A N-5 FOR CONTINUATION OF WI FOAM - GASKET A CAULKING AROUND CORNER AT CORNER CUT. SPIKE SPACING 12'O.C. DUE TO 120 MPH WIND LOAD. NNN Nem LOG HOMES • 02004 by NLH Inc MI5 PLAN 19!W}iJCYTIO NO IAAI N510-N5Er OR C°I'4rpllfEO MRIIJIIr PI IMN PERMHO01)N fRaW IL]RTLf ASTEI.N LO 10M1SµL Np REY1510N/CHANGE ORDER pA1E pYI [[p. {C OF y WINpOM3 MWEL ySPt E. 3 4P 9y L PItAe ' 11 ORN. 2R COPES 1• .,r. w : CW. 50 s 1 ti J rrsoJecrxnME E5910Np�� JIM & MAURA O'MALLEY pA'E 12-30-04 SAN t10 EHr.No = E 318"=1.0° NE-19247 15 16 110 5'•7�'i `LT-P KT-I 4'-0' JT-I !I 5•-3%2'•. JT-2 2'4' HT-I ' S'•8T/q' 0•,21 7'•1' HT- 4'-0' GT-I ' 21•6' FT-II 7'-T' Fd-2S'-I FT-3 4'-0' ET-I ' B'•1' ET;2' 5'-1' ET-3 2'•6' DT-I ' 11'-7' DT-2' 5'•0%' DT-3 4'-0' CT-I 111-11Y'j' 2'-6' BT-1 ' 6.-2' BT-2' 12'-8'/2' BT-3 2'-6' ANI 10'-7•__________ AT-21 8'-10%' AT-3 Z-1 NOTED! II'-I' Z•21 4'-2V2" Z-3 ilr q'-8'/4' Y-I 3'-6" Y-2! 11"-5' Y-3 Iva 1 x_1 12'•0" x•2' 3"•3%2' K-3 7114 B"-3/2" 5'-10Y4• w•1 11-0' 'Y-21 7•-11' N•3 6"-6' V-I 3'-6" 11'-0' V-2' .4'-sve Y-3 3'-6' U-1 ' 3•-8'/i U-2 9'-6• U-3' 5'•5' U-4 2'-6' T-I ' 5'-3%{ T-2 5'-5' i-3' 9'-10%i 7-4 4'•0' -1 11 4'-4vj' S•2 8'-T' S•3' 6'-4' 'S.-4 REFER TO SHEET F FOR J 2'•6' A-I ' 12'•I' R-21113--2'/2• R.-3 FLASHING DETAILS AT I 0-3' 4'-21/i 0�4 FALSE ROOF. KEMOYETONGUE 13 4'-0' 0-1 ' 8"•7' 0.2 II'-4' ON JOB. 2.-6. P-11 8.-1. P-21 7'-1, P-3' 11'•5' P-4. 0'-7�'i 0.6 1 7•-7' 0.7:112-7' 0.8' 8'•2- 0.9 7-9. N-6 I 14••1• N-7' 8'-5' N-8' 5•-10• N-9 12'•2' Y-TI 9'•5' —————————— Y•B' 8-7. --------- M-9 MEN --------------- 5'-9'/I' L•9 xarcn 31•10• L-10 II L-11 I'-T' q"-p' L-B 114• 1113' IIID' V-11' K-8 5"-9'/i K-9 31-10' K-10 2'-6' K-11 6X6 PORCH POST. REFER TO 4'-0' J-8 5••g'/i J-9 3•-10' J-10 J-11 I'-T' DETAILS 30 ON SHEET C-2. 4'-II' H-8 6-113/4" 5'-9'/.• H-9 3'-10' H-10 2'-6' H-11 4'-0' G-8 5••91A G-9 3',6" 31•10• 0.10 3'-6" G-11 I I I•-T• 4'-11' F-8 5'-9'/i F-9 3•-10' F-10 2'-6' F-II If 4'-0' E-8 5'-9'/4 E-9 3'-10' E-10 E•11 1'-7' NOTCH TOP OF TONGUE 3/16" DEEP K I-WIDE ON 0-7' 5'-3' D•B 3'-10' D-9 2'•6' D-10 LOG M-7 FOR CONTINUATION OF 1/2' FOAM 11•-6' GASKET A CAULKING AROUND CORNER AT CORNER CUL 6'-T C-7' 15'•T' C•8' 6'-2' C-9 B•7' 6'-T' B-81 10'-T' B-9 8._I. A-7 .1 g•_1. A-8 .I 8._I. A-9 •' 4'-2' A-10 ELEVATION B SPIKE SPACING 12' O.G. DUE TO 120 MPH WIND LOAD. NOo�oMEsR ©2004 by NLH Inc [HIE rLAN Is r0EYx1E jED mm NAI 110F DE xscD C3 e-YRITI CLD WI(IIJD(rv""'N fEt Nl`W KN"E' IDITDIAETIM 115 HE.11 INC N0. REYr510N/LHnNGEORUER nA1E BY LKn. MNEI MG9EL w Q'KE OF W 1 y 5 4Q6 S� y DEN. ZK wDFs w � 45575, �� a � "E JIM & MAURA O'MALLEY SSIONP Dort1-9.04 nnN No. Exr.xo. NE-19247 16 W-0- BT-4' 7'-6' BT-511 9•-1• BT-6!I II•-10'/i BT-7 14.-6. AT-4----- •115 • . ------------------ AT-5 •' 8'-6Ye__ ---- - AT-6 _ 3.-2. Z-4x°rcx 10'-1' Z•5 NOT" 3'-2' Z-6 mei 3'•6%2 Y-4 INET 101-1' Y-5 3'-2' Y-6 I'-11' Y-T }•-2' %-4 10.-1. %-5 3'•2' %-6 I•-II' %-T 3••6 2 W-4 101-1' 11.5 Y-2' ■•6 6-113/4° 1'-11' N-T NOTCH TOP OF 6X6 SPLINED P05T 3•-2' V-4 6'-73/4" 101-1' V-5 6'-73/4" Y-2' V-6 1'-11' V-7 INTO GROOVE OF LOG ABOVE AND OVER TONGUE OF LOG BELOW. 3••6%t U-5 101-1' U-6 Y-2' U-7 1'-R' U•B 572• 7-5 10'•1' 7-6 1 3'-2' T-7 I'-11' 7-8 Y•6%i 5.5 10'-r S-6 1P•0Y',' S-7 15'•6• R-4 11'•1' .511 10'-81/,' R-6 NOTCH LOGS AT TOP OF ET6'S ON 101-61 0.51 8'-5%t• 0-6' 14--I' 0.7115'-2'/,' 0.8 J05. REFER TO DETAIL I/D-2 5'-7• P-5' 15'-T' P-61 i'•I' P-71 9'•7'/,• P•B 15'-5' 0.10' 10'-I' 0-111112'-1' 0-12' 7'-I' 0-13' N•-4• 0.14 11••6• N-10!194•5' 1 -11 1 10•-1• N-121 9--1' N-131 14'-3' N-14 Li12'•I' Y-10' 61•1' M-11 ' 10'-11' --------- Y•121 T'•10' — Y-131 12'-I' Y•14' 3'•T' M-15 14'-71/i L-12 "N°�i", 7•-5' L-13 a°�i" Y-0V{ L-14 z°aP 61•61 L-151 Ir-9Y4' L-16 6'•511/7 K•12 SC1 T•-3Y'i 1.13 SC 3'-2" T'-5• K-14 3'-2" 3'-0%2' K-15 Y-0• K-16 11 T•Oyi K-17 SC1 T-5' K•I8 SC 7'•4%=' J-12 SC' 7••3%. J-13 SC 7'-5- J•14 Y-0%=' J-15 9'-IIY'i J-16 SC' 8•-4' J-17 SC 1 H-12 T•-5' H-13 3'-0%7 H-14 4'•41/2° 4'-6' H-15' 12'-10Y'4' H-16 13 -6/, A..711/. G-12 7•-5' G-13 3'-0%t G-p 10'•6• C•15' 7'•9yi G-16 10••5• F-121 9'-7• F-13119'•7' F-141 II'-6' F•15' 11'•5' F-16 6'•II' E•12' 11'-0' E-13' 6'-5' E•141 13'-6' E•151 12'-7• E-161 4'-0' d17 Y-3' D-11 ' 9'-T' D-121 B'-I' D-13' 10'•7' D-141 II'-2' D-151 9-11' D-16 10'-6' C-101 5'•7• C-11 il 10'•7• C•12' 13'-3' C•13' T'-1' C-14' 7'-5' C•15 4•-3' 6-10!114'-5- B-n 1 9'-T• 0-12' T'-4' B-13' 8'-9• B-14 1 8'-3• B-15 9•-0' A-11 •' 8'-1• A-12 " 8'-I• A-13 •' 8'-1' A-14 •' 8•-1' A-15 •' 8•-I' A-16 -:15'-[' A-IT WIDE E L E YP�T f D N C NOTCH TOP OF TONGUE DEEP% I" ON LOGS N-00 A N-14 FOR CONTINUATION 1/2'OF FOAM GASKET A CAULKING AROUND CORNER AT CORNER CUT. SPIKE SPACING 12'O.C. DUE TO 120 MPH WIND LOAD. r NORTGHHE STE sR ©2004 by NLH Inc Inc nen is na�nC,r1ED nxD Mei xer°E U$ED CE Eeixsmu¢c mnuu/rvnrtLx reer,mml rECM ImE(xenseex ac xwts.xc NO R 50N/LFNN6EMEK SAi BYENE LFN. C s 'A�NOCW" NAPEL SE OF W ytia A E. S �,p 11 ZR caNEs SD W ¢I" P JFLf E F � 0 55731 cif JIM & MAURA 0.MALLEY aq 'ESS10 onre1-9-04 nnN Na. sf.No 5 E 31b.=1'0" NE-19247 17 2'-2' NT-2 FR 3'-4'/2' LT-2 4'•T' KT-2 5'•9Vi JT-3 T'-0' HT-4 4'-0' GT-4' 4'-3112' CT-5 2'-6' FT-4' T'-0' FT-5 4--0' ET-4' 6'-BV2' E7-5 2'-6' DT-4' 6'11' DT-5' DT-6 2--T- V-0- CT-41' S'-I%2' CT-5' 4'-I' CT-6 2'-6' BT-8' 9'-4' BT-9' BT-10 2'-T' AT-7' 7'-0%i AT-8 2'-6'Z-6' II'•9' ----- ___-- Z-9' 2.10 2'-7' 4'-2Yt' Y-8 NOTcx 5'•4%2' Y-9 uorcx 4'-2'/2' Y-10 z ve• z ve• K-8 5'-4'/2' K-9 4•-9Y'4' X-10 5'-5' N-8 ----- 5'-4'/2' M-9 2 ----- 5'-5' 11-10 7114 71/4 i NOTCH i D-4 xoTCH L 4''0/4' V-8 AOfe• 5'-4/2' V-9 wm• 4'-0/4' V-10 71/4 7114 4'-7Vi --12-9 5'•4%2' U-10 74!=7-1/9— U-0 3'-2'/4' 7-9 i°1z" a 5'-4%2' T-10 q NOnx 3'-2'/4' T-II 3'-9V2' S-8 °'1 5'-4V2' S-9 °"1 3'-9Vi 5-10 4'-4Y4' R-7 2'-0112 2'-0" 2'-0112" 5'.4�i' R.B 2'-01/2" 2'-O" 7-0112 4'-4Y'4' R-9 0 9 6-1�� 5'-4'/x0.10 6'-1" 5'-0' 0-II REMOVE TONGUE 5'•7'/4' P-9 > 5'•4V2' P-10 5'-7'/4' P-II ON JOB. 12'-5' 0-15' 12'-I' 0.16' 3'-10' 0-IT i 0-18 0'-7 '4' d 15'-T' N-15' 12'-B' N-16 I 7'-9' N-17 15'-0' --- ----- N-16 15-1. ------------------- N-17 ' 5'-I' L-17 NOT" 5'.4y L-18 L_IB NOTCH 5'-1' L-19 ZVI 2114. 6'-0' K-19 5'•4%2' K-20 6'-0' K-21 I 6X6 PORCH POST. REFER TO 5'-I' J-18 6-33/4" 5•_4i/2' J-19 6-3314" 5'-1' J-20 DETAILS 3A4 ON SHEET C�2. 6'-0' H•17 5'-4%2' H-18 6'-0' H-19 5'-1' G-17 5'-4%2' C-16 5'-1' G-19 6'-0' F-1T 5'-4V2' F-IB 6'-0' F-19 E-18 5'-4'/2' E-19 5'-I' E-20 NOTCH TOP OF TONGUE 3/10" DEEP 21'WIDE ON LOG M-17 FOR CONTINUATION OF 112" FOAM 6'-0' DAT 5'-4V2' D-18 6'•0' D-19 1 GASKET d CAULKING AROUND CORNER AT CORNER CUT. fi65'-I' C-16 5'-4V2' C-17 5 -1' C-18 0' B-16 5'•4V2- B-17 61-0' B-16 5--I' A-18 • 5'-4%2' A-19 • 51-I' A-20 ELEVATION D SPIKE SPACING 12' O.C. DUE TO 120 MPH WIND LOAD. 10-0' N-18 -RT' 8'-I' N-19 •RT' 8--I' N-20 -RT' T-1' N-21 -RT' 7--1' N-22 •RT' T'-I' N-23 -RT' 8'-9' N-24 •R7 ELEVATION E NORT HOM� LOGHOME ©2004 by NLH Inc IMIv`PLAN 15 CCYYRIUY Hp PNP"r Not tlE NSL N"Y7?... f[f Ninonr of irrEN PEI 914 JON f0M No0HLA5TIX11 L:u N]Mfs IAL NO.. REYI'vM QHAWE MM DAIPE DY MD.. PtE OF V✓', wuioaws Noon 5l E, 3 f ,a ouN ZR caoEs n1 Ms w / IX0 SD P✓j o.65731 PW=NME JIM & MAURA O'MALLEY 4' SSIONP�' GATE 1-0-04 PUN W. aw..NO. x&E 313^=rD" NE-19247 I 18 NOTE: SET GENERAL NOTE5: PORCHIDECK P.T. FLOOR PORCH/DECK P.T. FLOOR WOOD P05T 5/B' DIA.%12' WOOD F ANCHOR DOLT ALL FOOTINGS, CONCRETE MIXES, AND STEEL REINFORCEMENT 5ACKEDGE I' FROM SLAB FINISH GRADE SPECIFICATIONS ARE TO BE DETERMINED BY THE FOUNDATION P.T.2%B MIN. SLOPE 51 CONTRACTOR PER LOCAL CODES AND SOIL CONDITIONS. SILL SEALER P.i. 2X6 BILL METAL BASE 6%6 PORCH P05r IT IS EXTREMELY IMPORTANT 1HA1I1HE FOUNDATION BE GRADE P.T. 2X70 Wf ANCHOR 'ON MEASURE'. THE FOUNDATION PLAN PRINT WILL 518' DIA. X 12' ANCHOR DOLT, 2 PIT. 2%6 5ILL METAL HANGERS SHOW ALL NECESSARY DIMENSIONS, FOOTING SIZES PER PIER KEQ'D 6 4' SPACING 4" REINFORCED •d 'b KE-BAR MIN. 8" AND LOCATIONS, GIRDER POCKET SIZES AND LOCATIONS, CONCRETE SLAB 12° MIN. ANCHOR BOLT PLACEMENT AND WALL ELEVATION CHANGES. SLOPED TO DRAIN j CONSULT FOUNDATION CONTRACTOR ABOUT: �—CONCRETE PIER P.T. 6X6 WOOD P05T W BASEMENT WINDOW A DOOR LOCATIONS (DO NOT LOCATE WINDOWS OR DOORS UNDER GIRDERS, FIRST FLOOR RE-BAR GRADE SUPPORT PARTITITION5, OR FIRST FLOOR EXTERIOR DOORS.) RE-BAR - BULKHEAD OR OUTSIDE ENTRANCE SEE GENERAL GRADE METAL BASE W/ ANCHORS COARSE N0TE5 ON .- INSULATING OPENINCS FOR WALLS IAND SLABS. FOOTING AS NEEDED ,IK GRAVEL THIS SHEET .. WALL HEIGHT DEPTH TO BELOW FR05T W _ STEEL DOWELS CONCRETE AND/OR KEYWAY FROSTWALL III' A STEEL GIRDER MAYBE SUBSTITUTED FOR THE WOOD DEPTH 10 — GIRDER 70 MINIMIZE THE NUMBER OF SUPPORT COLUMNS. BELOW FROST — CONSULT YOUR N.L.H. SALES CONSULTANTS FOR STEEL TYPICAL CONCRETE PIER CONCRETE WALL RE-BAR III SPECIFICATIONS. CONCRETE PIER KE-5AK ' UNDISTURBED 501L A WOOD PARTITION MAY DE SUBSTITUTED FOR THE WOOD DIMENSIONS ON FOUNDATION PLAN ARE FOOTING A5 NEEDED _ S ^,�, GIRDER IN 50ME CASES. CONSULT YOUR N.L,H. SALES DESIGNED 70 ALIGN FACE OF CONCRETE —DEPTH TO DELOW FR057 W �t_y#��J_ _ _VRnm III_ _ CONSULTANTS FOR SPECIFICATIONS. PIER Wl THE EDGE OF THE PORCH OR DECK —III—III—III-I I I-1 I I—I _ —I 1 I= =III —) SELLAS INJUSTT'TYPICAL THE CONCRETE TYPICAL CONCRETE PIER III=III=III=III=111-111=111=III=III—III—III- III DETAIL. ADJUST THE CONCRETE PIER REFER 70 THE"CONSTRUCTION GUIDE" FOR ADDITIONAL LOCATION AS NEEDED TO CENTER THE INFORMATION ON FOUNDATION INSTALLATION. WOOD POsi ON THE CONCRETE PIER. W/ WOOD POST PORCH / DECK 2 — DAMPPROOFING TO GRADE CONCRETE SLAB � -I 1 ' ' '� •• � •• DETAILS ON iHlS SHEET ARE GENERAL AND PORCH/ DECK PIER DETAILS III MAY NOT APPLY TO ALL 3L)ILDING5 III SCALE: 112 '=1'-0' SCALE: 112 '=1'-O' —II GRANULAR NOTE: METAL STRAPS REQ'D BACKFILL • . �— CONCRETE WALL 8 SILL. SEE PTL 8/A 518' DIA.X 12' . 318" DIA.X 12" SPIRAL SPIKE ANCHOR BOLT (TYP.) III = , , P.T. 2X6 UNDI5TURDED 2-2X4 SHOE GARAGE SILL P.T. 2%6 SILL 111— SOIL WOOD GIRDER P.T. 2%6DROP GARAGE WALL AT _ � STEEL DOWELS GARAGE SILL k" REINF. OH DOOR AS NOTED BILL SEALER AND/OR KEYWAY "A-ROW LOG' CONC. SLAD ON FOUNDATION PLAN III— 4" REINF. F' TRIM FROM FOUNDATION _-__'__=_'=- , —III FILTER CONC. 5LAD P.T. 5/4 X 6 GRADE WALL --`- FABRIC SLOPED TO DRAIN — 4 CONE. SLAB GRADE ----� 6 MIL POLY --------- - _ 1 1 ----------------------- 4° LAMINATE GIRDER AS I I1—I _ •� VAPOR DARRIER SHOWN. SPLICES TO BE 6 MIL POLY OVE05T5 00 6 MIL POLY VAPOR BARRIER • • COARSE _ GRAVEL IIIIII O PERFORATED o O VAPOR BARRIER ATTACH STEEL CAP PLATE i0 WOOD COARSE 5/8" DIA. %12' RE-DAR —L O 0o GIRDER WITH 4-16d NAILS GRAVEL ANCHOR DOLT CONCRETE F905TWALL 111.11 DRAINPIPE DEPTH TO BELOW FR05T GIRDER POCKET —III OO �� 1 CONCRETE FK05TWALL RE-BAR WITH MINIMUM 4' �q WELD STEEL CAP PLATE DEPTH TO BELOW FROST BEARING SURFACE �(J • • • 'OOO� 70 STEEL COLUMN _ _ _ _ _ =1 I I=LL-1I1=1 I I-11 1 -1 III—IIT —UI 1L-1I1=1 I El I 11—III 111-1J1-111—IJ1 111 —_ —�_�_� — —� MIN. 31/2' DIA.CONCRETE —IIT S MIN. 51/2° DIA. CONCRETE ll1-111-111-111=111 _ _ —=111— _ �co __ =�=m=�m m_ _ —_ _� IIT= = = = I = I I= = = = = = FILLED STEEL COLUMN W/ —I O — _•. O — FILLED STEEL COLUMN PWl L III=111=11 I=111=I El I = = =111= = METAL BASE AND LAP PLATES. III— I •—_ _ III— METAL BASE AND CAP PLATES. STEEL DOWELS 4'O.C. UNDI5iU R0ED� PERFORATED CONC. FOOTINC5 REQUIRED MATERIALS BY OTHERS. PERFORATED ANOIOR KEYWAY 501L DRAINPIPE UNDISNRBED CONCRETE COURSE I— LONG. FOOTINGS REQUIRED STEEL DOWELS 4' O.C. UNDISTURBED DRAINPIPE a I SOIL I RE-BAR FOOTING I GRAVEL I- 11 I F AND/OR KEYWAY 501E CONCRETE WALL DROP GIRDER POCKET DETAIL A 3 COLUMN CAP AT GIRDER ,Q LOG GARAGE SILL DETAIL 0 OH. GARAGE DOOR SCALE: 112 '=P-O' FULL FOUNDATION e SCALE: NONE �A SCALE: 1/2 '=1'-O' SCALE: 112 '=l'-D' CONCRETE WALL SCALE: V =1',0' P. T. CLEAT TO SECURE VAPOR BARRIER 70 CAULKING (NOT FROM LOG CAULKING) OF P. T. 2%6 SILL REFER TO DETAIL SHEET 0-3 FOR PSE yO ON NAILING SPECS. OF LOG SIDING. y"• PE f 9 SILL SEALER � TOP OF FR05TWALL m P.T. ZX6 SILL 6/8' DIA.X 12° _ 3/4'TGG ADVANTECH'FLOORING 5731 �+ FIDERGLA55 ANCHOR BOLT --_ - FIRST LOG COURSE `OU 0`' INSULATION 5H GRAPE 514"TAG ADVANTECH°FLOORING ESSIOWP� MIL 4" MINFIN1. SLOPE 51 NORTHEASTERN VAPOR DAL RIER MIN + LOG HOMES + LOG SIDING vltffm CAULKING (NOT FROM LOG CAULKING) — I — - c 2004 by HE Inc I N5ULATION 2-2X10 HEADER 1= — THIN Iif coNrRlsxrfo AND MAY NorEusEooRRfHONEDIC 16° LONG GALVANIZED METAL STRAPS ®24" D.L.. WIiN011i WRIRFN 1ERNI5NI RN.E.EAStERX LOO HONED INC. 2.2X10 CUT FROM BUNDLE STRAPS ON THE LOD. FASTEN —III— I=1 CONCRETE FROSTWALL xs Renslax�4V.NGE ORoex Dote DY rxo. P.T. 2X6 SILL LOGLOG OVER FELT LI—III—III GRAVEL STRAPS i0 BOTTOM OF SILL DEFORE INSTALLING SILL. _ _ DEPTH 70 BELOW FR05i e PAPER ATTACH TO FRAMING WITH Bd NAILS A5 SHOWN. —III—III— I- CONLRETE WALL MIN. 3 (6d) 0 SILL A 5 (8d) 0 HEADER. RE-BAR SHEETROCK P.T. 2%6 SILL (METAL STRAP SPACING MAY VARY ON CERTAIN PLANS. U =III—III—I I REFER TO YOUR FINAL CONSTRUCTION DRAWINGS FOR —III—III—III_ PERFORATED METAL STRAP SPACING.) _ DRAINPIPE wxpays y�Ey x 1X4 STRAPPING 2° RIGID INSULATION SILL SEALER —IIT—IIT ATTACH w1TH 518° DIA.X 12' ANCHOR DOLT —�—III—III— I $V� D•04 5TANDARD DETAILS MASONRY FASTENERS I I-111-1 11=1 I I I—I —I I —I (— CONCRETEWALL —III—III=Jll—III—III—III III—IIT=111=II °" LK mom SILL DETAIL e =1 I=III-I =I -I I=1 I-III- L° 5RD NOTE: NAIL STRAPS i0 BOTTOM A UNDISTURBED STEEL DOWELS PRQ1FLf NAME OF SILL BEFORE SETTING SNL. SCALE: 1-112" = 1' 0' SOIL AND KEYWAY FOUNDATION CONSTRUCTION FOUNDATION INSULATION eCRAWLSFACE DETAIL B e A : 1'-0° A orate 12.4-03 SCALE1/2"= rLAN xo. sxr.xo. SCALE: 1" = P - 0" A scn� A5 NOTED P.T. 2X6 SILL 3.20 Al 1/2" ADVANTECH" TYPICAL 7'-7' WALL HEIGHT 2-2X6 PLATE 314'T3G 3-2X10 JOISTS 3-20 W/ 1/2" FIRST LOG ROW GENERAL NOTES. SQUARE EDGE FILLERS, TWO 1-3/4"19-1/4' AT BASEMENT AREA ADVANTECHW� ADVANTECH"SQUARE STOP 1/2" RIP AS REQUIRED LVL GIRDER FLOORING EDGE FILLERS ADVANTECH" ALL DAYLIGHT BASEMENT MATERIALS TO BE AT TOP OF THE SUPPLIED BY OTHERS, UNLESS INDICATED lul 2-2X6 PLATE ON YOUR ORDER FORM LOG SIDING REINFORCEMENT SPECIFICATIONS ARE TO BE I 3-2X70 Al 1/2" ADVANTECH'SQUARE EDGE FILLERS OVER FELT PAPER DETERMINED BY THE FOUNDATION CONTRACTOR PER LOCAL CODES AND SOIL CONDITIONS 3 d 1/2'ADVANTECH' LTE ALL FOOTINGS, CONCRETE MIXES,/AND STEEL I g 2%6 STUDS 16"O.C. D-5 TYPICAL GARAGE DOOR 03 2X6 SILL AND INSULATE BETWEEN WITH MINIMUM T-T WALL HEIGHT A5 SHOWN. FIBERGLASS INSULATION TYPICAL SHOE ARE i0 IF FOUNDATION WALLS ARE 8', MASONRY BULKS i0 WALL 3/0%6!8 TYPICAL BE 5Ei BACK 2X6 SHOE BE RIPPED FROM P.T. 2X10'5. IF i0' WALL, MASONRY /2" FROM WALL DOOR 9' - 0" OPENING I> WINDOW P.T. 2X6 SILL BUCKS 70 BE RIPPED FROM P.T. 2�(12'S. OUTSIDE EDGE P.T. MASONRY DUCKS BY OTHERS 2X6 5TUD5 OF CONCRETE 4"CONCRETE SLAB 16"O.C. 2-2X6 7' 11'WALL HEIGHT FRO 6 MIL POLY AT GARAGE AREA GRADE- VAPOR BARRIER DO ER LOCATE BASEMENT DOO09 OTHERR OR WINDOWS UNDER FIRST FLOOR LOAD BEAR/ G AREAS 2-2)(6�� TO DETERMINESUCH AD AT SAFE LOCATION A EASARGE BEAMS. 3.2X6 --I> CONSULT WITH YOUR SALES CON5�ULTANT ---- ------ 2X6 SHOE ––––– ---_ FR05iWALL , RIG/ SEE SHEET D-3 FOR LOG 51 DING{RIM DETAILS ggg 4' REINFORCED 518' DIA X 12' CONCRETE SLAC ANCHOR BOLT I___ CONCRETE AT FRAME WALLS, Es RE-BAR FOOTING D-3 _ DETAILS ON TH15 SHEET ARE GENERAL AND 6 ------ --- --------- -------- -------- ------- – PERFORATED MAY NOT APPLY TO ALL DUILDING5 DRAINPIPE P.T. MASONRY BULK 4" DROP 2.2X6 W/ 1/2' ADVANTECH" EXTEND SLAB OVER FR05TWALL FILLERS BELOW GIRDER AT GARAGE DOOR OPENINGS ONLY. P.T.2X6 BILL — _ INODISTURBED o CONCRETE FK05TWALL TYPICAL DAYLIGHT DA5EMENT ELEVATION M1 3-2X65TUDS UNDER 3-2X10 J015T5 STEEL DOWELS 2 (4-2X6 STUDS UNDER 4-2X10 JOISTS, ETC.) AND/OR KEYWAY DAYLIGHT DA5EMENT A-I SCALE:3/8" =1' -0" STUD WALL SCALE:1/2' = V 0' P.T.2X6 SILL FLOOR FRAMING 3-2X8 W/ 1/2'-ADVANTECH, 2-2X6 PLATE SQUARE EDGE FILLERS 3-20 W/1/2' ADVANTECH SQUARE EDGE FILLE95 3.20 W1 Ill"ADVANTECH 5 DARE EDGE FILLERS c 4 CONCRETE WALL --� � 5/8' TYPE '%" 0. o TO TOP OF SHEETROCK TYPICAL \ CONCRETE WALL TYPICAL GARAGE DOOR D A 1 MASONRY R.D. AL Q FOUNDATION WALL X, 3/0X618 y' DOOR TYPICAL 0 2X6 STUDS TO TOP OF _� WINDOW o 161, D.C. FOUNDATION WL 2X6 JACK STUDS MASONRY R.O. 7111, MASONRY ROUGH OPENING o 7, 7" BASEMENT AREA MASONRY R.O. PER PER FOUNDATION PLAN 5 GARAGE AREA FOUNDATION PLAN P.T.2%100R 2112 MINIMUM Mt MASONRY BUCKS T-T 2X6 SHOE 2.2X6 JACK 5TUD5 REQUIRED 2X6 SILL DIMENSIONS SHOWN ON WHEN SPAN 15 OVER 7'- 0" P.T. 2X10 OR 2X12 FOUNDATION PLAN R A-1 Q MASONRY DUCKS P.i.2%651LL \2X6 JACK STUDS EXTEND SLAB OVER FR05TWALL o AT GARAGE DOOR OPENINGS NOTE: c 4" REINFORCED 2-2X6 JACK STUDS REQUIRED AT p 4' CONCRETE SLAB SIDES OF WINDOW OPENING WHEN v __ - --------- HEADER SPAN 15 OVER 7'- 0" p,N N@ 1• ------------------------- 0� 4.aE0 • Sr ,F 4" CONCRETE SLAB 4° REINFORCED AT BASEMENT CONCRETE _____________________________________ i f m GARAGE SLAB TE: MAX. SPAN 3-20 LINTEL 15 FR05TWALL AS REQUIRED TYPICAL DOOR & WINDOW OPENINGS 3 9'-0' WITH UNIFORM FFLOOR LOAD ONLY Rn�AF �E�3K ��W GARAGE DROP DETAIL A7, IN CONCRETE WALL SCALE: 112' = P-0° A ' h� ScnLEi3/4" =r - o° DOOR SILL LEADING F OM GARAGE TO LIVING AREA REQUIRED TO BE MINI UM 4' ABOVE GARAGE SLAB 2X6 BILL EDGE TO BE FLUSH WITH X10 2 P.T. OR 2%12 'A' CONCRETE WALL MA. XIO BULK CONCRETE WALL P.T. 2X10 OR 2%t2 MA50NRY BUCK LOG SIDING 7EA 3-2%g HEADER, OUTSIDE EDGE TO BE FLUSH ° NORTHEASTERN WITH CONCRETE WALL P.T. SILL o D D • LOG HOMES • ©2004 6 FLASHING —, ° THIN M1AN 16 COMA TED AND u r NOT BE USED DR REPRODUCED \\\ ) NLH Inc CONCRETE WALL WITHOUT WRIREN PERWISHON EAST NORTHEA51M LOG HOMES INC17/16"X3112" EXTERIOR TRIM . REYI510N/LINNI(aE ORfIER Dore Br ao EXTERIOR FROM 314" V-MATCH PINE TRIM2X6 JACK STUD D D 17116"13 1/2" EXTERIOR PINE TRIM vnu�aAs MpDEL D-04 STANDARD DETAILS I uRx. CK cadre 4 WINDOW JAMB DETAIL A5, WINDOW SILL DETAIL MI WR°J RW NE WINDOW HEAD DETAIL A-, SCALE/-112' = 1' - 0' e FOUNDA ION OPENINGS SCALE: hl/2' = I'- 0" SCALE: 1-I/2' = I'-0' SALE 12-4-03 SK..No. eL"e A5 NOTED A-1 TOP RAIL FROM P.T. 514% 6 DECKING NOTE: OVERALL HOUSE DIMEN510N5 (EXAMPLE 24'% 32') SHOULD BE MARKED ATTACHMENT OF DECK I PORCH RAILS li P.i 5/4'%6' ON ADVANTECH DECK AND THE COMPLETE ROW SET N PLACE BEFORE OF P.T Z%KOINHEA HEADER WITH OUTSIDE TOP RAIL P.i, 2K4 BACK RAIL ANY SPIKES ARE DRIVEN. 1 HEADER 6 2K4 BALK RAIL WITH 3' I GALVANIZED SCREWS BY OTHERS. - FASTEN BALUSTERS i0 2%10 I 1 D - SAME RAILING 10 BE USED 6X6 PORCH P05T j j P.T. 2%4 D HOUSE WIDTH WITHOUT 6X6 PORCH POST FOR I BACKRAIL C SOLID BLOCKING C P.T. 5/4"%6' DECKS d BALCONIES DOUBLE DEAD OF 3/4"TAG FLOORING B CAULKING AT'A' ROW ADVANTECH' LAP JOINT FROM 2%10 B 1 I I FLOORING A A 3/4" TdG P.T. 514"%6" DECKING �-P.T. 2%2 DALUBTER5 III DOUBLE HEADER—� ADVANTECH° 1 SPACED 5112"O.C. LOG .--� FLOOR JOISTS IS"O,C, 111 FLOORING SIDING FLASHING P.T. 2KB I P.T. 2%10 HEADER SPIKED TO J� P.T.2%6 SILL P.T. PORCH/ HEADER I P.T. 2%B HEADER d P.T. 2X6 SILL SILL SEALER 3 PIECE GIRDER DECK JOISTS 2-2%10 HEADER FRAMING HEADER TO TOP OF CONCRETE WALL MIN, 3112' DIA.CONCRETE FLASH OVER DOUBLE HEADER AND SILL (P.T.2K10 0 PORCH/DECK) FILLED STEEL COLUMN5 OF HOUSE AT PORCHES AND DECKS. HANGERS METAL HANGERS FASTEN 6X6 PORCH P05T P.T. IN %6 B.T. 2K6 P.1. 2%6 DECKING I----� SILL JOISTS ST P.T. SILL WITH METAL P.TSP 2%2 BALUSTERS P.i. 2X6 SEE PLAN STRAPS FROM BUNDLES SPACED MAX.OF 5.1/2'O.L. NAILER FOR SPACING SPECIFICATIONS EXTERIOR RAIL DETAIL 3 NOTE: IF NECESSARY, REMOVE TONGUE CONCRETE WALL FLASHING P.T. 2X6 BILL A-2 FROM LOG 510ING AT'A' ROW. SCALE:112'= V -0' PORCH / DECK AQ 8' CONCRETE PIER FSAFETY LOOR OFED IF AIL AS SHOWDECKN ORBALCONY IS TYPICAL FLOOR FRAMING DETAIL A'2 FRAMING DETAIL MORE THAN 30" ABOVE THE FLOOR OR FINISHED GRADE BELOW. SCALE: 5/8" = 1' - 0" SCALE: 314" = V 0" LVL GIRDER INSTALL ADVANTECH°OVER TWO OR MORE SPANS WITH THE LONG DIMEN51ON PERPENDICULAR 10 THE FLOOR FRAMING. INSTALL ADVANTECH°WITH THE CERTIFICATION STAMP FACING DOWN FOR EASE OF VIEWING DY LOCAL NOTE: APPRE55 WIRING AND INSULATION BUILDING OFFICIALS. FLASHING DOUBLE ROOF AT SMALL DAYS OF THE FLOOR FRAMING WITH RESTRICTED ACCESS LONGUE AND GROOVE (idG) ADVANTECH°IS DESIGNED i0 SELF-SPACE ON BEFORE INSTALLING THE TAG EDGES. DO NOT USE EXCE651YE FORCE WHEN PLACING ADVANTECH° 3/4"X 9.1/4"X 3'-0" ADVANTECH°FLOORINGADVANTECH°CLEAT. NAIL TO 4' 0" SPACE 4' ADVANTECH ENDS A MINIMUM OF 118' AT TIME OF INSTALLATION. LYL GIRDER W/ 6d NAILS END JOINTS OF ADJACENT ADVANTECH°RUNS SHOULD BE STAGGERED. 24 PER SIDE NOTE: AFTER BUILDING 15 WEATHER TIGHT, NAIL ADVANTECH°WITH MINIMUM Bd RING SHANK NAILS. \4%B PURLIPLEASE CONSULT YOUR FINISH FLOOR SPACE NAILS N MANUFACTURER FOR UNDEKLAYMEN7 DDIT 4" O.C. AT PANEL ENDS AND MAX.MAK.R 2.2X4 PURLIN HEADER d HANGER REQUIREMENTS WHICH MAY BE REQUIRED 4'-0' 9' IN FIELD, IN ADDITION 10 NAILING, ADVANTECH FLOORING O.C. NG OVER ADVANTECH°FLOORING B. 4 15DE GLUED TO HELP PREVENT SgUEAKS AND ADD SPLICE GIRDER SUPPORT f4. STIFIF FNESS TO THE FLOOR SYSTEM. OVER SUPPORT P05i NOTE: MAINTAIN A MIN. 4" 2" CLEARANCE DETWEEN xx' MASONRY AND ALL ' COMBUSTIBLE MATERIALS 1.1/2' Y•MATCH 4XB HEADER FLOORING \ 314" idG ADVANTECH°FLOORING \al J015i HANGER FLOOR JOISTS SPACED 1, 4" FILLED STEEL COLUMN Wl PL 16' O.C. STARLING FROM TGG EDGES METAL BASE AND CAP PLACES. THE OUTSIDE EDGE (SEE 4" MIN.3112' DIA. CONCRETE SEE MATERIALS LIST YOUR FINAL CONSTRUCTION 1'-4" 4" x CONCRETE FOOTINGS KEOUIRED FOR STOCK LENGTHS OF DRAWINGS FOR CERTAIN x . CAULKING (NOT FROM ALL GIRDER MATERIAL CEILING SPACING SPECIFICATIONS) ��. LOG CAULKING) 5UPPLIED 4%B PROPER 10 DETERMINE JOI 4X8 C SPLICE LOCATION. DOUBLEHEADER 1`2112" LVL GIRDER NON.COMBU5TIDLE // P.T.2%6A-2 FIKE5TOP BILL SPLICE DETAIL Y� SCALE: 2%4 PARTITION 112" =1' - 0" NOTE: DO NOT SUPPORT THE HEARTH WITH THE DETAILS ON THIS SHEET ARE GENERAL FIREPLACE T6 FLOOR FRAMING AND MAY NOT APPLY TO ALL BUILDING5 BE PROVIDED WI EXTERIOR r COMBUSTION AIR Cy FIRE 314"TdG BOK HEARTH ADVANTECH°FLOP KING SEE FLOOR FRAME FOR 51ZE NORTHEASTERN . LOG HOMES • 2X10 J015T d SILL SEALER METAL HANGER ©2004 by NLH Inc TH15 RAX IS tNRY[IGXRO AND WAY NGT E LINES GR S HONDA INC.YI1XOYi WRIRFN EERYIG6IGN F[ON XG[iXEA3iERX LOS NGYE61N4 WOOD GIRDER MIN,4'CANTILEVERED VMETAL HANGERS No REnsIaNlow+eELWEY Dore er ao. CONC. SLAB W/ STEEL REINFORCEMENT 50LID BLOCKING FROM 2%10 AT CENTER OF ALL J015T SPANS OVER 8'. FASTEN W/ 5-16d NAILS EACH END. CONC. FILLED 4' STEEL COLUMN MIN. 3112" DIA. WiNOp" M� CLEAN OUT SPACE JOISTS 4' APART AT D-04 STANDARD DETAILS FLOOR J015T 2X6 PLUMDING PARTITIONS AND INSTALL BLOCKING 0 24' O.C. pF k. CK woEs TO ACCOMMODATE VENT STACK ADVANTECH0 FLOORING & FLOOR J015T DETAIL A2 r UILT UP GIRDER ND SRD niSOLI LT NAME •: � :: • ',:, ^'. ' �•• • '• � SCALE: 31B" = 1' - 0" r yy't ¢ FLOOR FRAMING & RAILING5 FIREPLACE FOOTING a REFER TO "CONSTRUCTION GUIDE" FOR ADDITIONAL �F� 0.55771 � DAM 2.15-03 RA N0' - FIREPLACE SECTION 4 INFORMATION ON FLOOR FRAMING CONSTRUCTION. A Z E5510NP� SGIE 5GALE: 318" = I' - 0" A 2 AS NOtEO BOTTOM OF LOG GENERAL NOTE5: ALL INSTALLATION INSTRUCTIONS FOR APPLYING FOAM GASKET AND LOG CAULKING SEALS MUST BE FOLLOWED CORNER PROJECTION LOG5 REQUIRE SEALING OUTSIDE OF LOG TO ENSURE PROPER PROTECTION FROM THE OUTSIDE IN THE GROOVE AREA. FROM WATER AND AIR INFILTRATION FORCE THE JOINT FULL OF LOG CAULKING BY TOOLING WITH A PUTTY KNIFE, SPOON OR EACH TUBE Of LOG CAULKING HAS 5IMILAR TOOL. DIRECTIONS ON THE TUBE FOR TONGUE REMOVED AT PROPER APPLICATION TO CAULKING LEDGE, LOG PROJECTION TONGUE REMOVED FROM TOP OF LOG W AT LOG PROJECTION OUT51RE EDGE OF LOG �- AT TOP OF LOG 112°X 1/2' FOAM GASKET REMOVE THE PAPER BACKING FROM AT 5/6'WIDE LEDGE THE CORNER GASKET TO EXPOSE THE ADHESIVE BEFORE INSTALLING. EDGE OF TONGUE INSTALL COMPKE55ED CORNER GASKET TIGHT TOWARDS THE IN5IDE OF THE JOINT TO FORM A CAULKING CAULKING LEDGE SPACE BESIDE THE GASKET AS SHOWN. THE CAULKING SPACE 15 TO ALIGN WITH THE CAULKING LEDGE OUTSIDE EDGE OF LOG ABOVE. AT TOP OF LOG LOG CORNER PROJECTION END VIEW 3 THE TOP EDGE OF THE CORNER GASKET AT OUTSIDE OF BUILDING n-3 15 TO BE FLUSH WITH THE TOP OF THE TONGUE OF THE LOG. SCALE:3"= V-0" INSTALL A 316' DIA. LOG CAULKING BEAD BESIDE THE CORNER GASKET TOWARDS THE OUTSIDE OF THE LOG AS SHOWN. INSIDE OF LOG WALL CAULKING BEAD TO EXTEND THE FULL -- ---- ---- --- ----- ---' '— -- ———— HEIGHT OF THE CORNER GASKET. I 21/4°%71/4' INSTALL THE 1/2' X 112' FOAM GASKET COMPRE55EP CORNER ON THE GASKET LEDGE AS SHOWN. SPLICE JOINT TENON r EDGE OF TONGUE GASKET RUN THE GASKET CONTINUOUSLY {o/ AROUND THE CORNER. I I I APPLY A CONTINUOUS 316' DIA, 1/2"X 112' FOAM GASKET SPLICE JOINT MORTISE —D 112'X CORNER ' X 71116' LOG CAULKING DEAD ON THE AT 518" WIDE LEDGE KET CAULKING LEDGE. EXTENDING AROUND THE CORNER AGAINST I THE Ill' %1/2" FOAM GASKET. --------- ------------------------- I I I INSIDE OF LOG WALL 3/6' LOG CAULKING BEAD �� EDGE OF TONGUE AT CAULKING LEDGE 3/6" DIA. VERTICAL DEAD OF CAULKING OUT5IDE EDGE OF LOG AT TOP OF LOG THE FOAM GASKETS FOR THE SPLICE JOINTS ARE PRE-CUT INTO 71116" LONG PIECES AND ARE PACKAGED 5EPEKATELY FROM LOG CORNER PROJECTION TOP VIEW THE REGULAR I/2° X1/2" FOAM GASKET, h�Pgc pEf/Y SCALE: 6"= P-0" A.3 MORTISE AND TENON SPLICE JOINT TOP VIEW e q ;, SCALE:6'= l'-O" c w , C1 �W '0 0.55TJ1 v e``eb wt� 318" LOG CAULKING BEAD 1/2°X 1/2" FOAM GASKET OVER CORNER GASKET ESSIONW� AT CAULKING LEDGE TOP OF LOG AT TONGUE 1/2" X 112° FOAM GASKET TONGUE REMOVED AT _ 2114" % 71/4" COMPKE55ED LOG PROJECTIONCORNER GASKET 318' DIA. BEAD OF LOG CAULKING _ THE COMPRESSED CORNER GASKETS ARE MADE 3/8"VERTICAL LOG CAULKING ABOUT 3/8' NARROWER THAN THE WIDTH 1/2' % 1/2' % 71116' PRE-CUT INSIDE EDGE OF DEAD AT OUTER EDGE OF THE MORTISE. BE SURE TO PLACE THE SPLICE JOINT GASKET MORTI5E NORTHEASTERN OF CORNER GASKET GASKET TOWARDS THE INSIDE OF THE LOG 70 ALLOW A 3/8" CAULKING SPACE TOWARDS OUTSIDE EDGE OF MORTISE • LOG HOMES • -_ ____---- __________________ THE OUTSIDE OF THE LOG 02004 by NLH Inc 318" DIA, VERTICAL DEAD OF LOG CAULKING. THIS PLAN 15 COPYRIGHTED AND MAY Nor SE ussD OR RErRODUCED WITHOUT NNURN 'PIN1551011 RON NORTHEASTERN LOG NOME5INC. BOTTOM BOTTOM OF CORNER GASKET TO FIT TIGHT NO. NEI ICV EOVER I DATE I BY I CKD. GROOVE AGAINST TONGUE OF LOG BELOW. TOP OF OF LOG GASKET i0 ALIGN WITH TOP OF TONGUE. INSTALL PRE-CUT 71116" SPLICE JOINT GASKET AT THIS FORCES 1/2° %1/2' FOAM GASKET GROOVE FOR GASKET A5 SHOWN. SPLICE JOINT GASKET To MOLD INTO THE CORNER GASKET AT 1 THE TOP AND BOTTOM OF EACH CORNER TO ALIGN WITH GT TIGHT ON THE T THEM.TONGUE OF EACH GASKET. LOG ROW, AND FIT TIGHT AGAINST THEM. INSIDE OUTSIDE OF �_ unuoaxs MCDEE LOG WALL APPLY A 0-04 STANDARD DETAILS GR DIA. BEAD OF LOG CAULKING VERTICALLY IN THE LOG WALL I INSIDE OF CAULKING GROOVE BESIDE THE GASKET. CAULKING i0 CONTACT -1--------- LOG WALL CAULKING AT TONGUE OF THE LOG ABOVE AND BELOW. oRN CK wce6 o SRP LOG CORNER PROJECTION END VIEW �E�NAME 2 MORTISE & TENON SPLICE JOINT END VIEW A53 GASKET & CAULKING INFORMATION AT CORNER GASKETS A-3 SCALE: 3" = 1' O' DAA 12.10-03 SCALE: 3" = V 0" EckLE AS NOTED -6 INSIDE LOG WALL IN51DE EDGE OF TONGUE GENERAL NOTES: ALL INSTALLATION I/2" X 1/2" FOAM GASKET LEDGE FOR FOAM GASKET FOR APPLYING FOAMM GASKET KETET AND INSIDE OF LOG WALL 318° DIA. LOG CAULKING BEAD --_ --- —_ LOG CAULKING SEALS MUST BE FOLLOWED TO ENSURE PROPER PROTECTION INSIDE SURFACE OF JAMB TO BE FROM WATER AND AIR INFILTRATION. I" FROM IN51DE THE LOG WALL A OUTSIDE EDGE Of LOG AT TOP LOG CAULKING CAULKING LEDGE 4X6 5PLINED POST OUTSIDE OF LOG AT WIDEST POINT 1.1/4' INSIDE EDGE OF TONGUE 3/3" DIA, VERTICAL LOG CAULKING DEAD INSIDE OF LOG IN LINE WITH CAULKING GROOVE. 318" DIA. LOG CAULKING BEAD AT TONGUE OF LOG 112"% 1l2" CONTINUOUS VERTICAL FOAM CONTINUOUS VERTICAL STRIP OF 4 GASKET IN LINE WITH GASKET GROOVE. 1/2' %1l2" FOAM GASKET AT 1/2' FOAM GASKET AT TONGUE OF LOG GASKET GROOVE 4%4 JAMB APPLY A 3/8' DIA. DEAD OF LOG CAULKING AT THE BACK CORNERS OF THE 4%6 5PLINED POST AS SHOWN FOR THE FULL LENGTH OF THE NOTCHED LOGS BEFORE INSTALLING THE POST. BE CAREFUL NOT TO INSTALL THE 4X6 POST UP51PE DOWN. TEMPORARILY INSTALL ONE OF THE ADJOINING LOGS TO VERIFY PROPER INSTALLATION BEFORE SPIKING 1/2" FOAM GASKET 5/8' 5PLINED POST IN PLACE. SEE ABOVE DIMEN51ON5 FOR REFERENCE. PSE OF W APPLY THE CONTINUOUS 1/2" FOAM GASKET AND VERTICAL LOG CAULKING TO THE FRONT GASKET LEDGE �� 3/8' DIA, LOG CAULKING BEAD —0 318' FACE OF THE 5PLINEO P05T A5 SHOWN BEFORE JOINING LOGS TO THE 5PLINED POST. Q 9y ALIGN AND ADJOIN THE SEALANTS WITH THE GASKET AND LOG CAULKING ON THE TONGUE If ` itr OF EACH LOG COURSE. CAULK LEDGE 3/6" DIA. VERTICAL LOG CAULKING PLACEMENT OF FOAM GASKET AND LOG CAULKING 15 SIMILAR FOR A 6%6 5PLINED POST. m'� .5573 ti BEAD AT VERTICAL CAULKING GROOVE 4 Na / 4X6 5PLINED POST TOP VIEW ESSIOHP� OUTSIDE OF LOG J a 5CALE: 3" = I' D' AT TOP CORNER I I OUT5IDE OF LOG AT THICKEST POINT�A , . DO NOT SPIKE 4%4 JAMB5 IN PLACE UNTIL CORRECT LOG ROUGH OPENING HEIGHT HAD BEEN CUT AND JAM35 HAVE BEEN CUT TO 5" RIGID INSULATION 1. INSTALL 1/2"R 1/2' CONTINUOUS FOAM GASKET CORRECT HEIGHT. OUTSIDE OF JAMB TO ALIGN WITH (TWO LAYERS OF 21/2') ON THE GASKET LEDGE OF LOG AS SHOWN. TOP OUTSIDE CORNER OF LOG AT 4112" FROM INSIDE SURFACE OF BE CAREFUL NOT TO INSTALL 4%4 JAMDS UP51DE DOWN. THE LOG WALL. 2. INSTALL ROOF BOARDS. PROPER INSTALLATION WILL ALIGN THE JAMB AT THE MIN. 3/4' HOLE DRILLED AT THE CENTER DIMENSIONS SHOWN ABOVE. Of THE JOINTS OF EACH ROOF BOARD 3. INSTALL INSULATION STOP. REFER TO INSULATION STOP DETAIL 2 ON SHEET C-2. APPLY LOG CAULKING AND 112' FOAM GASKET THE FULL LENGTH RIPPED FROM 2X6 OF THE LOGS AT THE SIDES OF THE DOOR / WINDOW SPRAY FOAM STOP RIPPED ON THE JOB 4. DRILLA 3/4' DIA. HOLE A5 SHOWN IN EACH ROOF OPENINGS AS SHOWN. BEFORE INSTALLING 4%4 JAMBS. FROM 3/4' V-MATCH ROOF BOARDS AND GROOVE PORTION OF EACH BOARD. 3/4'Y-MATCH BOARD AT THE SEAMS, REMOVING THE TONGUE ROOF BOARDS TO A5515T ALIGNMENT OF EACH LOG ROW AT DOOR AND WINDOW 5, CUT SPRAY FOAM STOP FROM 314' V-MATCH OPENINGS, INSERT A SHORT 4X4 JAMB ( 3 OR 4 FEET LONG ) TRIM BOARD RIPPED ON JOB FROM AND INSTALL A5 SHOWN. IN THE END OF THE LOG BEFORE SPIKING LOG IN PLACE. 518" WIDE LEDGE 3/4' V-MATCH ROOF BOARDS FOR FOAM GASKET 6. FILL CAVITY WITH SPRAY FOAM LOG CAULKING AND FOAM GASKET ON TONGUE Of LOG i0 ALIGN WITH, INSULATION THROUGH HOLES. AND CONTACT LOG CAULKING AND FOAM GASKET BEHIND 4X4 JAM35. FILL CAVITY WITH SPRAY FOAM INSULATION CONTINUOUS STRIP OF 7, ALLOW SPRAY FOAM TO CURE. THEN REMOVE 112"X 1/2' FOAM 6A5KET EXCE55 FOAM ABOVE HOLES IN ROOF BOARDS CAULKING (NOT BEFORE INSTALLING RIGID INSULATION, FROM LOG CAULKING) WINDOW / DOOR JAMB tOP VIEW A'4 END VIEW OF ROOF BOARD A4 8 5EALANT5 AT ROOF BOARD SCALE: FULL SCALE: 6'= 1'-0' OUTSIDE EDGE OF 4X4 JAMB IN51DE EDGE OF 4X8 PURLIN BLOCKING 1/2'X 1/2" CONTINUOUS 4X4 JAMB T, VERTICAL FOAM GASKET 1 I 1 I I I 318" DIA. VERTICAL DEAD.OF LOG CAULKING. INSIDE EDGE OF 4%8 PURLIN NORTHEASTERN I MORTISE I I OUTSIDE EDGE OF MORTISE • LOG HOMES • INSIDE OF ©2004 by NLH Inc g— THIS OAN 15 CO"KHOKEN AND MAY NOT EE USED OR EEM ONUCED LOG WALL END OF DEY'EL LOG WITHOUT WEIIIEN`FXM15MON FROM NORMEAVERN LOS HONES INC. 1 APPLY FOAM GASKET 6 LOG CAULKING ON THE END OF THE BEVEL LOGS THE FULL xo NEnsloxTauxcE nWOEtt Dnre ev a., INSTALL 112"X 112' CONTINUOUS FOAM GASKET AT LENGTH OF THE GABLE IN SPECIAL FRE- GROOVE FOR GASKET AS SHOWN. FOAM GASKET MANUFACTURED GROOVE BEFORE INSTALLING TO ALIGN WITH 6 CONTACT GASKETS ON THE TONGUE 112° X 112" THE FIRST ROOF BOARDS OF EACH LOG ROW, FOAM GASKET GABLE L065 1/2' FOAM GASKET AND 318' DIA. LOG APPLY A 318" DIA. DEAD OF LOG CAULKING VERTICALLY IN THE 3/8° DIA. DEAD OF CAULKING DEAD ON THE BEVEL LOG ENDS TO Moxouns WOMEI CAULKING GROOVE DE51PE THE GASKET. CAULKING TO CONTACT LOG CAULKING FIRST BEVEL LOG ALIGN WITH AND CONTACT THE GASKETS D-04 STANDARD DETAILS CAULKING AT TONGUE OF THE LOG ADOVE AND BELOW. AND LOG CAULKING BETWEEN EACH LOG ROW. FOAM GASKET AND LOG FOAM GASKET ON THE PLATE LOG TO. CK LODES CAULKING FULL LENGTH CONTACT LOG CAULKING AND GASKES cND. OF GABLE. AT THE BASE OF THE FIRST BEVEL LOG. 5RD PNOJELTNMAE WINDOW / DOOR JAMB END VIEW e FOAM ROOF BOARDS GASKET& SPAYFAMINSULITI PLATE LOG GASKET & CAULKING INFORMATION A.4 FOAM GASKET M1 SPRAY FOAM INSULATION. SCALE: 3" = 1' 0° SEE DETAIL 4ABOVE, RAKE DETAIL e A-4 Dnre 12-8-03 ruNxo sxTxo. NOT TO qral v x LE A5 NOTED A-4 APPLY 318` DIA. LOG CAULKING BEAD 6 PRE CUT VERTICAL GASKET AT MORTI5E DRILL THROUGH FIRST LOG ROW. GENERAL NOTES: PRE-DRILL A-ROW LOGS ONLY WITH 1/4' DRILL APPLY TWO 318" DIA. DEAD5 OF LOG CAULKING ON FOR SPLICE JOINT.SEE DETAIL 5/A-3 5UDFLOOK&INSIDE 2X10 HEADER BIT TO RECEIVE 3/8' DIA. % 12° SPIRAL SPIKES TOP OF THE ADVANTECH*FLOORING BEFORE FOR WIRES. MORTISE SECOND SEE 'CONSTRUCTION GUIDE" FOR ADDITIONAL FOR PREC15E LOCATION INTO 2-2%10 HEADERS SETTING THE FIRST LOG COURSE. 318' DIA. LOG CAULKING ROW 10 RECEIVE ELECTRICAL BOX. INFORMATION ON LOG WALL CONSTRUCTION DEAD. LOCATE ON DRILL I" DIA. HOLE AT BOTTOM OF AND LIPS ON WIRING, 318' WIDE LEDGE SECOND ROW TO BACK CORNER OF MORTI5E ALIGNING WITH DRILLED HOLE AFTER BUILDING IS WEATHER TIGHT, PLEASE ENDOFLOG TOENAIL EACH 112" FOAM GASKET BELOW. REFER TO THE ' CONSTRUCTION CONSULT YOUR FINISH FLOOR MANUFACTURER END OF WITH ADHERE TO TONGUE GUIDE" FOR FURTHER INFORMATION. FOR UNDERLAYMENT REQUIREMENTS WHICH II TO HOLLDD SPIKES IN II 3/4' T&G ADVANTECH&FLpORING (DO NOT STRETCH) MAYBE REQUIRED OVER ADVANTECHO I PLACE BEFORE -"/— MORTISE FOR ELECTRICAL BOX FLOORING II INSTALLING 3/8' DIA.X 12' II 1° DIA. HOLE FOR WIRES DETAILS ON TH15 SHEET ARE GENERAL AND SPIRAL SPIKES II a MAY NOT APPLY TO ALL BUILDINGS °laaaa IItI NOTE: AFTER INSTALLING WIRING L 16" LONG METAL STRAPS II COVER OUTSIDE 2X10 HEADER AND BILL as AND BEFORE INSTALLING BOXE5, AT 24° O.L. SEE WITH A 16" WIDE STRIP OF FELT PAPER ° I SEAL AREA AROUND WIRES W/ OG DETAIL 5/A ON SHEET A. LAPPING THE FELT 2' ON TO THE ADVANTELH@ CAULKING OR SPRAY FOAM INS. EXPLANATION OF FLOORING BEFORE SETTING FIRST LOG COURSE. APPLY 112' FOAM FEED WIRES TO OUTLET HERE. ROOF PITCHES GASKET ON 518" ROOF PITCHES ARE A RATIO OF 915E TO RUN. HEADS WIDE LEDGE NOTE: PLACE OUTLETS IN 3rd IN CONVENTIONAL BUILDING PRACTICE, THE RUN 15 HEADER LOG ROW IF WATER BASEBOARD CONSTANT AT 12, AND THE R15E E5 THE VARIABLE. HEAT IS INSTALLED BELOW OUTLETS FOR EXAMPLE: WITH A STANDARD 8112 PITCH. LOG SIDING, FACE NAIL TO FRAMING P.T. 2X6 SILL 3/8' DIA. X 12° SPIRAL FOR EACH 12 INCHES HORIZONTAL (THE RUN), WITH 2-16d GALV, FINISH NAILS 24" 0 L SPIKES AT 12' O.C. UNLESS YOU 60 UP 81NCHE5 (THE RISE) NOTE: FOR USE W/ RED CEDAR, NOTED OTHERWISE. NAILS SHOULD DE STAINLESS STEEL. LOCATE ON TOP OF TONGUE WITH N.L.H. PRE-CUT LOG GABLES, ROOF PITCHES TO MI55 FOAM GASKET. REFLECT A CONSTANT R15E OF 71/4', WHICH E5 THE "A ROW" DETAIL B HEIGHT OF ONE LOG COURSE, AND THE RUN ES THE 2 3 VARIABLE. FOR EXAMPLE:WITH A 71/4'/11' ROOF LOG WALL DETAIL RECEPTACLE DETAIL B PITCH, FOR EACH 71/4' RISE,YOU HAVE SCALE: 1.1/2" = V 0' SCALE: 314'= I' - O' HORIZONTAL RUN OF 11'. SCALE: 1' = 1' -0° ALL ROOF PITCHES THAT ARE BASED OFF NORTHEA5TEKN'5 PRE-CUT LOG GABLES WILL REFLECT A CONSTANT RISE OF 7114". NOTE: APPLY 1/2" FOAM GASKET 314'X 2" FILLER NOTE: AFTER I145TALLING ROOF PITCHES NOT A550CIATED WITH PRE-CUT 6 316" DIA. LOG CAULKING BEAD ON THE INSIDE OF LOG WALL WIRING, AND DEFOKE INSTALLING LOG GABLES WILL BE SHOWN AS IN NOTCH OUTSIDE OF LOG WALL 5PLINED P05T BEFORE INSTALLING BOXES, SEAL AREA AROUND CONVENTIONAL CONSTRUCTION WITH THE 1 3/4" DEEP X 51/2" WIDE ADJOINING LOGS, SEE DETAIL 31A-4 WIRES WITH LOG CAULKING OR RUN CONSTANT At 12. TO RECEIVE 4X6 5PLINED P05T MORTISE LOG ROW 7 SPRAY FOAM INSULATION. TO RECEIVE DOX INSIDE OF TONGUE or mO _ __ - \ LOG CAULKING INSIDE OF LOG WALL LOG WALL 3/4°V-MATCH ---------'--------- ---------- 0 COKNER5 PANELING roxSue Of:oa 2X4 STUD 2-112" l a kNjpL5RLTAA EP 4X4 JAMB I" FROM NOTCH LOG WALL I° INSIDE OF LOG WhLL TONGUE OF AGO 6%6 5PLINED DEEP FOR 314' DRILL LOG AT DOOR OPENINGS 1.314' POST V-MATCH WALL I FOR WIRES FACE NAIL 4%6 5PLINED P05T M BEFOREFOAM & LOG TO LOG WALL W/ 2.40d SPIKES PANELING BEFORE FLASHING W11" DIA. CAULKING PER LOG ROW INSTALLING STUDS. DRILL BIT L06 CAULKINGOUTSIDE OF &FOAM GASKET PLACE WIRES BESIDE 4%4 LOG WALL TOENAIL LOG TO 5PLINED IDING JAMB. PROTECT WIRES PER POST WI 2-404 SPIKES TOENAIL LOG TO 5PLINED 2X6 PARTITION LOCAL CODE. LOVER WITH 1-3/4' POST WI 2-40d SPIKES (2X4 AT GARAGES) INTERIOR DOOR TRIM, TONGUE NOTE: APPLY 112'FOAM GASKET& 1/2° SQUARE EDGE ADVANTECH' 3/8" DIA. LOG CAULKING DEAD ON FASTEN END STUD ® INSIDE OF LOG WALL UNDER LOG SIDING FOR THE X POST BEFORE INSTALLING LOG WALL W/ INSULATED AREA SUCH A5 A ADJOINING LOGS. SEE DETAIL 3/A-4 SPIKES PER LOG ROW. DRILL THROUGHjT&GMUDROOM, ADVANTECH'FLf, OFp ��Q E. Sr yOy 4X6 5PLINED P05T DETAIL 6X6 5PLINED P05T DETAIL FRAIIdING/LOG 6 SCALE: 314" =1' - 0° 4 SCALE: 3/4' =1' - 0" S FLASHING DETAIL e LIGHT SWITCH DETAIL e CUT 5PLINED PO5T6 TO LENGTH ON JOD e LUT 5PLINED POSTS TO LENGTH ON JOD B SCALE: I-112• = 1' - 0' SCALE: 314' = 1' -O' 4. ESSION*� INSTALL 2-2X6 PILASTER STUD 1/2' DIA. X 8' LAGS WI WASHERS RUN % 3 1 DOUBLE PLATE ONLY AT PARTITIONS WITH SEE DETAIL TIC-2 STAGGERED EVERY OTHER LOG ROW TH15 5YMBOL SHOWN ON FOR GABLE WALL (149/2" O.C.) COUNTERSINK THE FLOOR PLAN: -W BRACE HEAD OF LAG AND WASHER I" (RUN) RUN X 2 �' r DEEP WITH A 1.1/2" DIA. BIT. - 112" DEA.812" LA05 WITH WASHERS PREDRILL LOG WALL W/ 5/16° SPACED EVERY OTHER LOG DIA. BIT TO RECEIVE LAGS. ROW(14-1/2'O.C.) PREDRILL PREDRILL POST WITH 1/2' DIA. 7-114' F BEVEL LOGS 7-1/4" 112" DIA. HOLE IN CENTER BIT. 6X6 P05T SHOWN, FOR 6X8 RUN OF 2X4 BACKER. CHECK POST USE 10" LAGS. POSITION OF HOLES WITH LOG WALL TO AVOID LARGE GABLE LOGS NORTHEASTERN KNOTS AND SPIKES, PREDRILL CUT WALL BRACES TO LOG WALL W/ 5/16' DIA. LENGTH ON THE • LOG HOMES • BIi i0 RECEIVEE LAGS. JOD SITE. PLATE LOG a ©2004 by NLH Inc 2X4 BACKER INSTALL TWO 318° DIA. X 12° SPIRAL noFL WEIR NFFE NH6510N OMAY Y NOT Do USED OLOGxONEOOIED SPIKES IN FIRST LOG COURSE EACH 15 SIDE OF EACH PILASTER INSTALL TWO 3/8' DIA.% 12' SPIRAL xo. M05ION rcw.xGeaxDSrt Dere Dv GRD. II SPIKES IN FIRST LOG COURSE EACH THE FIRST BEVEL LOG 15 PRE-NOTCHED FOR THE TONGUE OF THE PLATE LOG. 2-2%B I II AL50 INSTALL 2 LAGS SIDE OF EACH PILASTER TIP OF FIRST BEVEL LOG TO ALIGN WITH THE OUTSIDE EDGE OF THE PLATE LOG II II AT THE TOP AND BOTTOM OF WHEN THE BUILDING 15 ON MEASURE 4 II li EACH PILA57ER II II v 4 ` LAGS LOCATED AT WI NAIL 16dX® 3"�OKC.RFULLEACH LENGTH ° II II THE TOP AND BOTTOM OF WHEN ERECTING LOG GABLES. USE THE E%ACT PITCH RUN SHOWN ON THE PLAN ELEVATION '"N00N5 M0°a II II II ry POSTS 6 Al ALL SPLICES TO MATHEMATICALLY LOCATE THE ENDS OF EACH DEVEL LOG. FOR EXAMPLE: IF THE 0-04 STANDARD DETAILS 2X4 SHOE W1 16d 0 4'O.C. NAIL 2X4 SHOE II II EXACT PITCH EQUALS 7-114' OVER 11', IT MEANS EACH TIME YOU GO UP ONE TO ADVANTECH'FLOORING II II : : LOG COURSE,YOU GO OVER A HORIZONTAL DISTANCE OF 11'. ORa CK cmcs `I II INSTALL SOLID BLOCKING FOR SUPPORT USING THE END OF THE FIRST DEVEL LOG AS A REFERENCE POINT, NOTE: 2%6 PARTITION SIMILAR BUT SHOE, PLATE, �� UNDER APVANTECH'LOAD DEAR NG P05T5LTHAT DOOORING FNOTOR ALL HORIZONTAL RUN MO VERIFY THEMULTIPLY THE NUDER OF DEVEL CATION OF THE 65 TIME THE ANEXT CTUAL LOG GABLE DETAIL sRD &BALKER TO BE 2%6, NOT 2X4 A5 SHOWN. FALL OVER A JOIST BEVEL LOG ON THAT SIDE, DO NOT SIMPLY ALIGN THE BEVELED PWUEq HOME PILASTER STUD DETAIL WALL BRAGS DETAIL e B ENDS OF THE LOGS,AS THIS CAN CAUSE ACCUMULATED ERROR. SCALE:1" = 1' -0' tO LOG WALL CONSTRUCTION a SCALE: 314" = I' - 0° SCALE: 314' = V - 0' B DAM 12-10-03 "'"Wo SM'N0 ct NOTED R 1-1/2"V-MATCH FLOORING (V-GROOVE DOWN) RING SHANK NAILS MAXIMUM 4"O.C. AT PLYWOOD EDGES GENERAL NOTES: NOTE: 3/4' V-MATCH SUPPLIED FOR ONE AND 6' O.C. EVERY 12' ALONG LENGTH OF PLYWOOD, 'CONSTRUCTION GUIDE" FOR ADDITIONAL RIDGE PURLIN REFER i0 'COLS STORY BUILDING AVOID NAILING INTO TONGUE AND GROOVE JOINT OF LOFT FLOORING. INFORMATION NS CEILINGS, PARTITIONS,AND GLUE PLYWOOD TO 1.112'V-MATCH FLOORING. THEN NAIL WITH 1-5/8" RING SHANK NAILS 2-2X4 PURLIN SUPPORTS. OTS DETAILS ON THI5 SHEET ARE GENERAL AND NOTCH LOG WIDE % 2414• DEEP TO 4X8 RIDGE PURLIN BLOCK. CUT SQUARE MAY NOT APPLY TO ALL BUILDINGS. RECEIVE 4X6 J015T. S I TO TONGUE OF LOG END TO LENGTH TO FIT ON JOB. TONGUE OF LOG 50 AS TO INTERFERE WITH THE FOAM GASKET A LOG CAULKING SEAL BETWEEN LOG ROWS. FASTEN J015T TO LOG BELOW WITH 310" DIA, X BELOW J015110 RECEIVE J015i. DO NOT NOTCH /p STEEL STRAPS FROM 12' SPIRAL SPIKE. PRE-DRILL J015T WITH 1/4" DIAMETER BIT FROM UNDERLAIYMENT J BUNDLES. ATTACH WITH BOTTOM SIDE TO RECEIVE 12" SPIRAL SPIKE BEFORE SETTING (DY OTHERS) SIX 8d NAILS AS SHOWN J015T IN PLACE. USE DIMENSION5 BELOW FOR DRILLING. FASTEN 40 JOIST TO LOG WALL 518" PLYWOOD OVER SPIKE WI ONE 318" DIA.X 12" SPIRAL SPIKE 11/2' V-MATCH LOCATION REFER TO DETAIL 3/D-1 ° FLOORING AT TOP PRE-DRILLING REQUIRED. /- ° A GALVANIZED FOAM GASKET FACE NAIL W/16d GALVANIZED o ° WWW 31/6" COMMONS FOR 11/2' FLOORING OR Bd FOR 3/4' FLOORING LOG CAULKING 2114" 3/8" DIA.X 12' SPIRAL SPIKE 112" SPACER CEILING J015T 2.2X4 PURLIN SUPPORT o k%B PURLIN BLOCKING I BLOCKING FASTEN 40 PURLINS TO 4X8 BLOCKS NOTCH LOG WALL 2 I/4' DEEP SPIKE LOCATION NAIL TO 4X6'5 WITH (2) 8' POLE BARN NAILS PER PURLIN TO RECEIVE CEILING JOISTS AT BOTTOM 0 2.2X4 UNDER RIDGE NOTCH TONGUE OF LOG UNDER JOIST 1" THAT OVER PARTITIONS OR ONLY AS NEEDED i0 RECEIVE JOIST. DO NOT THAT ARE PARALLEL 10 0 DISTURB TONGUE WHERE SEALANTS ARE STEEL STRAPS FROM CEILING JOISTS E LOCATED BUNDLES, NOTE I 2%4 STUDS 24" O.C. 4X8 PURLIN BLOCKING CEILING J015T 3 2X45TUD524' O.L. NOTCH DETAIL BI 0 SCALE: 1 1/2"=1'-0' 5/8' PLYWOOD OVER TOE-NAIL EACH 4X6 JOIST 4%B CEILING JOIST 11/2"V-MATCH Iff 2.6X8'5 GLUED A SPIKED TO PLATE W/ 21Od NAILS,1 EACH SIDE 2-2X4 PLATE 11/2"V-MATCH FLOORING 05E CONSTRUCTED LOG GABLE 4X8 PURLIN 3LOLK5 FASTEN TO I. LUT STEEL STRAPS INTO 8' LONG STRIPS. ,yL A5 PATTERN FOR 2-2X4 PURLIN SUPPORT PURLIN SUPPORT WITH (2) PREDRILL 6%6'S INSTALL SIX 6d NAILS PER STRIP (3 EACH W LAYOUT. REFER i0 CONSTRUCTION GUIDE. 3/8' DIA. X 12' SPIRAL SPIKES I51DE OF JOINT). INSTALL TWO STRAPS WI 1/4' DIA. DRILL BIT. 1/4' DIA.X 8' BIAi EACH CEILING J015T SPLICE. 2X2 NAILER PREDRILLING OF BLOCK5 REQUIRED RECEIVE 3/6' DIit�/_ASPIRAL SPIKES11IF PURLIN SUPPORT PAPTITION IS CALLED OUi &2X4 PURLIN SUPPORTLUT CEILING JOISTS TO LENGTH AS A SHEAR WALL IN THE PLANS, REFER TO DETAIL LOCATE 1316" DON THE JOB SITE 3/4"V-MATCH 4X8 JOIST SHEET 5-2 FOR FASTENER SPECIFICATIONS. t�OF k, SPIRAL SPIKE A (IDROPPED CEILING y E. g O EACH BETWEND. THEN 6PACI PIKES' ERE 0"4 � q P BETWEEN Ai 12' ERED. V CEILING FRAMING eJUST PRIOR TO SPIKING DETAIL F APPLY GLUE TO BEAMS ^ w 6 DETAIL B 1 NOTE: DROPPED CEILING REQUIRED aW 0 TO CONCEAL PLUMBING IN AREAS 2-2X4 PURLIN SUPPORT DETAILa SCALE: 1-112" = P- O" SCALE: 3/4'= V -0' ONLY AS NOTED ON THE CEILING B 1 A ESSIOWP� FRAMING PLAN. SCALE: 1' = 1' -0' 2-6X8 5EAM/JO15T DETAIL 4%8 PURLIN PARTITION NOT 4%B BLOCKING PARTITION SUPPORTING DOUBLE ROOF SUPPORTING ROOF PURLINS ROOF PURLINS 2-2X4 PURLIN 2%4 SHOE 11/2' V-MATCH FLOORING 5/8' SUPPORT 2X4 PLATE NOTE: 2-20 BLOCKING REQUIRED BETWEEN EN 2 2X6 PLYWOOD 1 MA _ BLOCKIN ,L 4%5 CEILING TCH 3/4"V-MATCH PANELING 5ELOND40 SFLOOR ROOF SUPPORTING PARTTS INSTEAD OF 2X4 BLOCKING IiHON BLOCKING (BY OTHERS)NT FLOORING W JOISTS APPLY NAIL THROUGH TONGUE. 15 LOCATED ABOVE FIRST FLOOR PARTITION. NORTHEASTERN APPLY V-GROOVE OUT. 4X6 BLOCKING REQUIRED IF A SH<WALL,0 PANELING MAY BE APPLIEDLOG HOMES VERTICALLY, HORIZONTALLY, 4 4X8 0N OR DIAGONALLY. 2X4 5TUD5 24'1.2%4 2-2X4 518' PLYWOOD NOTE: IF APPLED HORIZONTALLY, 2X4 SOLID BLOCKING 2.2X6 N 02004 by NLH Inc PANELING WILL NOT ALIGN .... --- THIS RAN I6 cOFYRIGHIFW ANO NAY NOI OE NSEN OR REIRONIICEO PLATE UNDERPAYMENT NOTE: SEE LONSiRULTIR.O. FOR 2X6 NII WRITTN IRMIH5ION FROM HORTNFATERN LOO HOMES INC. GWPE FOR SUGGESTED 2/8x6BY OTHERS WITH LOG COURSES ( ) ROUGH OPENINGS FOR OTHER DOOR/B NAILER xO. REnslDx mxAxsEDWDEW DATE sv cxD. SIZES A TYPES OF DOORS 2X4 2%4 STUDS 2' CHAIR RAIL, 2-20 DOOR HEADERS ON THE 2.2X4 1.2%4 2-2%8 BLOCKING 24' O.L. RIPPED FROM FIRST FLOOR AS SHOWN. MAKETHE R.O. HEIGHT 1" HIGHER THAN PILASTER 3/4' V-MATCH THE 6-10112" RECOMMENDED, SCUD AT mx y maDEE WHICH 15 OK. 6 -10 112° PARTITIONS D-04 STANDARD DETAILS WITH THIS 7-101/2° SYMBOL ON THE FLOOR LK cm. DDDE= CEILINGS & PARTITION5 D ALIGN 151 ROW BLOCKING 2X4 PLAN' ' cm. in TO RECEIVE CHAIRIR RAIL SHOE SEE B/e SRD WaEZ7xANE INTERIOR PARTITION WITH PLYWOOD DIAPHRAGM e AS NOTED B 1 rEnN No. sXr.xo. 2%4 SHOE SPLICE V-MATCH AT CHAIR RAIL DETAIL SCALE:3/8"= I' - O" DATE 12-8-03 v.` ✓-� GENERAL NOTES: 3/4' V-MATCH 314" V-MATCH NAILING 5PELIFILATION5 SHOWN ARE FOR PINE PANELING PINE PANELING TYPE 2 SHEAR WALLS. REFER TO NUMBERED PAGES OF PLANS FOR NAILING OF OTHER FASTEN 2%4 SHOE TO 2X10 1/2' PLYWOOD FASTEN 2X4 SHOE TO 2X10 JOISTS TYPES OF SHEAR WALL5, IF APPLICABLE. JOISTS W/ 20A 0 4' O.C. W/4- 20d 0 EACH JOIST 112' PLYWOOD REFER TO 'CONSTRUCTION GUIDE" FOR ADDITIONAL OX INFORMATION ON CEILINGS, PARTITIONS, AND 2-2%4 PURLIN SUPPORTS. FASTEN PLYWOOD i0 2X4 SHOE FASTEN PLYWOOD TO 2X4 SHOE W/ ad 0 6'O.C. WI 5d 0 6' D.C. DETAILS ON THIS SHEET ARE GENERAL AND MAY NOT APPLY TO ALL BUILDINGS. IF YOU PURCHASE SHEAR WALL MATERIALS FROM NLH It WILL BE SUPPLIED USING 1/2' ADVANTECH9 SHEATHING FASTEN MULTIPLE JOISTS TO EACH OTHER -771 W/ 3 (20d) EA. SIDE 0 12' O.C. 3/4' TSG ADVANTELH" 2%f0 JOISTS 016" O.C. —t� ADVANi ECH" FLOORING FLOORING DRAG STRUT UNDER SHEAR WALL (4 2X10 SHOWN, SEE SPECIFIC FLOOR FRAMING 2X10 JOISTS 0 16" O.C. PLAN FOR ACTUAL MEMBER SIZE.) SHEAR WALL AT FIRST FLOOR SHEAR WALL AT FIRST FLOOR 2 PARALLEL TO JOISTS B-2 PERPENDECULAR TO J015TS B-2 (TYP. 2 SHEAR WALL) TYP, 2 SHEAR WALL SCALE: 1Ir2°=1'-0" ( ) SCALE: 1 314" V-MATCH PINE PANELING 3/4'PINE PANELING Y-MATC NG FASTEN 2%4 SHOE TO 40 1l2" PLYWOOD FASTEN 2X4 SHOE TO 4%B W/1/4'X 10'SKINNY SPIKES 0 6"O.L. W/1/4' DIA X 10" SKINNY SPIKES 0 6"O.C. 1/2" PLYWOOD 5/8' PLY. UNDERLAYMENi ozz ZZ 5/8' PLY. UNDERLAYMENT FASTEN PLYWOOD TO 2X4 SHOE 3Y OTHERS FASTEN PLYWOOD TO 2X4 SHOEIrE OTHERS W/B4 0 6"O.C. W/8A 0 6" O.C, I -I/2" LOFT FLOORING 12' LOFT FLOORING FASTEN 4%8 J015T TO 2 2X4 PLATE 3/4"Y-MATCH PINE PANELING FASTEN 4%8 BLOCKING TO 2 2X4 PL ' V-MATCH PINE PANELING W/ 3/6" CIA X 12" SPIRAL SPIKES 0 9' O.C. W/ 3/8' DIA%12" SPIRAL SPIKES 0 PRE-DRILLING OF 4%8 ON JOB REgUIRED 8'TALL PLYWOOD SHEETS STOP HERE PRE-DRILLING OF 4X8 ON JOB REQU ' FURRING STIRPSM PLYWOOD22X4 PLATE ____ ____ _______________4X8 JOISTS 4 PLATEFASTEN PLYWOOD TO 2 2%4 PLATE 112" PLYWOODW/8A 0 6"O.C. FASTEN PL!WOOD TO 2 2X4 PLATE2X4 STUDS 24' O.C. Wl Bd 0 8" O.L. PLYWOOD 5TUD5 24'O.C. SHEAR WALL AT LOFT 3 SHEAR WALL AT LOFT 4 �PtE OF IV PARALLEL TO J015TS B2 PERPENDICULAR TO JOISTS , g � 9 (TYP. 2 SHEAR WALL) (TYP. 2 SHEAR WALL) �q SCALE: 11/2'=1'-0' SCALE: 1712"=I'-O' m a.55TJ1 SSIONA 2%3 VERTICAL 2X6 NAILER 8d 0 4"O.C. EDGES / 8" O.C. FIELD PREDRILL NAILER 3/4" idG STRAPPING NAIL BOTH EDGES AT SPLICE TO RECEIVE ADVANTELH' 24' 04 3/8' DIA X 12' SPIRAL FLOORING SPIKES 012' D.C. OUTSIDE HEADER, CONTINOUS Ir 5/6' ADVANTELH" "51MP50N HD-2A" HOLD DOWNS IT ROOF SHEATHING OR EQUIVALENT, 1Ii (SQUARE EDGE) ONE EACH BIDE OF DRAG STRUT 0 11/ INSIDE HEADER, CUT At DRAG STRUT I 2.518" DIA.MACHINE BOLTS ° 1" NORTHEASTERN 5' RIDGID INSULATION 11 EXTEND DRAG STRUT TO IN51DE 1/4"DIA X 10' SKINNY SPIKE (iW0 LAYERS OF 2-1/2'J I I EDGE OF OUTSIDE HEADER TO OBTAIN NAIL AT EACH PURLIN PROPER END P15TANCE FOR HOLD DOWN BOLTS • LOG HOMES • PA/ , DRAG STRUT P.T.2%6 SILL 02004 by NLH Inc A5TEN 4X8 SPRUCE PURLIN BLOCK TO 2 2%4 PLATE W/ 3/4"V-MATCH PANEL j 6" THIN FLAN ITcorYRIGHTED AND NAY NOT NE USED GR REFIOUYCED NIIHOYT NRITTEN ramiss1GN FROM NORTHEASTERN LOG HOMES INC. /8' DIA 112' SPIRAL SPIKES E U O.G. ( MIN. 3 PER BLOCK) 5/8' DIA.X 12" K BOLT W/ 1 NOTE: NOTCH SILL AT RE-DRILLING OF 418 ON JOB REQUIRED FRO112'M FURRING STIRPS 2-1/2' DIA. HOOK At 11 HOLD DOWNS TO LOCATE A5 SHOWN NO, RenslGN TCHnNce ORDER Dore ar cao. FROM PLYWOOD EACH HOLD DOWN I I ___ _______________ 2 2X4 PLATE CONCRETE FOUNDATION WALL 4%B PURLIN 1.`_TI SEE FOUNDATION PLAN FOR J-BOLT 112" PLYWOOD LOCATIONS WINWM1Ti MODEL 2%4 STUDS 24" O.L. D-04 STANDARD DETAILS FASTEN PLYWOOD TO 2 2X4 PLATE WI 8d 0 6"O.C. GRN. CK woEs INTERIOR SHEAR WALL B2 DRAG STRUT J015T CONNECTION TO GRD' SRO (TYP. 2 SHEAR WALL) FOUNDATION AT INTERIOR 5HEARWALL SHEAR WALL NAIL 5PEC5. SCALE: 1 uz'=T-O' (TYPE 2 SHEAR WALL) a Nnre FLax xu sxallo. SCALE: 11/2' = 1' 0' B-2 12-24-03 tt rf �. ` AS NOTED 5-2 2X3 STRAPPING APPLIED VERTICALLY 518' ADVANTECHW GENERAL NOTES: 3/4" Y-MATCH FIRST / / 24"O.C. LAY FLAT OVER INSULATION SQUARE EDGE RIGID INSULATION 15 i0 BE 2 OR MORE LAYERS OF ROOF DOAKD5 —� FASTEN 2X3 STRAPPING i0 PURLIN ROOF SHEATHING 'THERMAX" SHEATHING MINIMUM K-7.2 PER INCH THROUGH INSULATION AND V-MATCH 5" RIGID INSULATION OR OTHER MATERIAL OF EQUIVALENT FIRE RATING 4X8 PURLIN BLOCKING WITH 10' SKINNY SPIKES, ONE AT AND R-VALUE PER INCH. EACH INTERSECTION VAPOR BARRIER TOTAL THICKNESS 70 DE MINIMUM 5' OR AS REQUIRED TO FELT PAPER SEE GENERAL NOTES COMPLY WITH LOCAL ENERGY CODES, let LAYER OF INSULATION 4X8 PURLIN ROOF SHINGLES,APPLY PER314"V-MATCH FIRST ROOF TO HAVE ALL BEAMS SEALED WI ALUMINUM FOIL TAPE OR INSTALL A SEPARATE VAPOR BARRIER BEFORE / MANUFACTURER'S SPECS. FIRST LAYER OF INSULATION. INSULATION STOP 418 PURLIN INSULATION STOPS, RIDGE HAILERS, ROOF FILLERS, DRILL 3/4' DIA. HOLES RIPPED FROM 2X6 AND FLY RAFTERS ARE 51ZED BASED ON THE USE OF AT EACH BOARD. SEE TRIM FROM 314" V-MATCH S"OF RIGID INSULATION IN THE DOUBLE ROOF. DETAIL 4IA-4. SIZES SHOWN ON THESE AND OTHEK DETAILS MAY FILLER RIPPED NOT BE ADEQUATE IF MORE THAN 5" OF INSULATION BEVEL LOG END FROM 2%6 1 15 TO BE U5ED. NOTIFY YOUR SALES REP. WELL GALVANIZED IN ADVANCE OF DELIVERY IF YOU PLAN TO INSTALL DRIP EDGE SEAL AREA WITH FOAM CASKET 6 SPRAY MORE THAN A 5" THICKNESS OF INSULATION IN THE FIRST DEVEL LOG GABLE LOG FOAM INSULATION. SEE DETAIL 41A-4. DOUBLE ROOF SYSTEM. FOAM GASKET A LOG RAIN GUTTER SHINGLE MANUFACTURER'S INSTALLATION INSTKUCTION5 PURLIN CAULKING FULL LENGTH 10P SIDE O PURLINS AND ARE INCLUDED WITH EACH N.L.H. CONSTRUCTION WITH TOPP OOF OF GABLE. SEE DETAIL S GABLEGUIDE WHEN SHINGLES ARE PROVIDED BY N.L.N. 51A-4. F LOG L .i0 ALIGN IT 15 IMPORTANT TO FOLLOW THESE INSTRUCTIONS GUTTER MOUNTING FASTEN INSULATION STOP TO LOG BELOW AND GENERAL INFORMATION GUIDELINES TO ENSURE PLATE LOG LOCATE TOP EDGE OF 4X6 BLOCKS WITH 12' 5PIRAL SPIKES. SEE DETAIL PROPER PERFORMANCE AND WARRANTY COVERAGE. PURLIN LEDGER 7-114' BELOW 2/C-2 FOR DOUBLE ROOF NAILING SPECS. TOP OF LOG GABLE. FASCIA RIPPED CAUTION: ADVANTECHW ROOF SHEATHING 15 TO DE SEE DETAIL 3/C DELOW. FROM 1X10 SPACED 1/8" PER MANUFACTURER'S RECOMMENDATIONS AT EACH PANEL EDGE. ALL ADVANTECHW SUPPLIED FOR ROOF MIN 4' DIA, SOFFIT VENTS AT EVERY OTHER REFER TO DETAIL 6/C FOR OVERHANG DISTANCE SHEATHING 15 TO BE SQUARE EDGE. ROOF 30ARD OR 16" D.C. MAX. CUT HOLES GUTTERS REQUIRED ON ALL EAVE5. 4" DIA. EAVE VENT HOLES SEAL ROOF BOARDS ® PLATE L06 RAKE DETAIL L FROM TOP 51DE BEFORE INSTALLING 2 0 EVERY OTHER ROOF BOARD WITH FOAM GASKET M1 SPRAY FOAM. 5ECOND ROOF UNLESS 90 DEGREE DRILL DO U D LE ROOF DETAIL t L DETAIL5 ON TH15 SHEET ARE GENERAL AND NOT TO SCALE 15 AVAILABLE TO DRILL FROM DOTTOM SIDE. SEE ALSO SHEET G3 SCALE: 1" =V - 0' MAY NOT APPLY TO ALL BUILDING5. OR 16" O.C. MAX. SEE DETAIL 4 ON SHEET A-4. 5/8" ADVANTECH° 2X3 STRAPPING 24' O.L. 4X8 BLOCKING 40 PURLIN, NOTE 4 SQUARE EDGE 5' RIGID INSULATION 1. NOTCH LOG WALL 2.114' DEEP X 5-112" WIDE TO RECEIVE TRU55 NOTE 5 ROOF SHEATHING BOTTOM CHORD. AL50 NOTCH TONGUE OF LOG BELOW FOR BOTTOM INSULATION STOP DRIP EDGE CHORD. DO NOT NOTCH TONGUE DEEPER THAN NEEDED t0 RECEIVE 318' DIA.X 12' RIPPED FROM 2" 50TTOM CHORD. SPIRAL SPIKES 4X8 DA5E 314" V-MATCH FIRST CAULKING (NOT BLOCK ROOF BOAKD5 FROM LOG CAULKING) 2. PREDRILL BOTTOM CHORD AT AN ANGLE W/A 114" DIA. BIT TO NOTE 3 LADDER RAFTERS RIPPED RECEIVE (2) 316" DIA. X 12' SPIRAL SPIKES A5 SHOWN 5EFOKE EXPLANATION OF FROM 20 24" O.C. INSTALLING 4%8 BASE BLOCK. (2) 3/8' DIA.X 12' SPIRAL SPIKES ROOF PITCHES 3. ALIGN 4X8 DA5E BLOCK AT TRUSS BOTTOM CHORD. CENTER BLOCK NOTE 2 ON TRU55 50TTOM CHORD. HOLD IN PLACE W/ 20d NAILS,THEN PRE-DRILL ROOF PITCHES AREA RATIO OF RISE TO RUN. W/ 1/4' DIA. BIT A FASTEN W/ 318' DIA.X 12" SPIRAL SPIKES. AVOID DOLT __-- IN CONVENTIONAL BUILDING PRACTICE, THE RUN IS LOCATIONS OF TRU55 PLATE WHEN LOCATING HOLES FOR 12' SPIRAL SPIKES. — CONSTANT AT 12, AND THE R15E 15 THE VARIADLE. 4' T` FOR EXAMPLE: WITH A STANDARD 8/12 PITCH, 7.114" L� 314' V-MATCH 4. FASTEN PURLIN TO 4X8 BLOCKING Wl 10" SKINNY SPIKES TO HOLD I, FOR EACH 12 INCHES HORIZONTAL (THE RUN). SOFFIT IN PLACE, THEN PRE-DRILL PURLIN WI 114' DIA. BIT 6 FASTEN TO TRUSS 0 `�� YOU 60 UP 8 INCHES (THE RISE) WI ONE 3/8" DIA.X 12" 5PIRAL SPIKE. TRU55 TOP CHORD \ ` WITH N.L.H. PRECUT LOG GABLES, ROOF PITCHES FOAM GASKET ` ` REFLECT A CONSTANT RISE OF 7-114', WHICH 15 THE A LOG CAULKING `\\� `\� 4XB PURLIN 5. INSTALL PRE-LUT 4%8 PURLIN BLOCKS ONE AT TIME AFTER EACH `. HEIGHT OF ONE LOA COURSE, AND THE RUN 15 THE PURLIN ROW HAS BEEN FASTENED IN PLACE. PRE-DRILL BLOCKING ON �: �` VARIABLE. FOR EXAMPLE: WITH A 7-I/4'/I1' ROOF DOUBLE - FLY RAFTER JOB W/ 1/4' DIA. DIT TO RECEIVE (2) 318' DIA. X 12' SPIRAL SPIKES PER BLOCK. NOTCH 2.114' `�;`` PITCH, FOR EACH 7-1/4" RISE,YOU HAVE A RIPPED FROM 2X0 DEEP, NOTE I �� `� HORIZONTAL RUN OF 11'. 4X8 BLOCKING LAP SPLICED)) 6. STEEL GU55ET PLATES (118"THICK) WITH A 13 AT BOTH SIDES OF EACH STEEL GUSSET \` ALL ROOF PITCHES THAT ARE BASED OFF IF OVER 16' LONG JOINT. MENDERS ARE PRE-DRILLED WITH A 13116" DIA. BIT AT THE FACTORY PLATE NOtE 6 NORTHEASTERN'S PRE-CUT LOG GABLES WILL 4X6 PURLIN LEDGE TO RECEIVE 314" DIA. DOLTS. INSTALL DOLTS AND TIGHTEN NUTS WITH HAND REFLECT A CONSTANT R15E OF 7-1/4 SINGLE- FLY RAFTER WRENCH, REQUIRED PER OGABLES WILL BRINGING PLATES TIGHT AGAINST TRUSS MEM5ER5. PERIODIC 5 ROOF PITCHES NOT S LOG GABLE REQUIRED IF RAKE INSPECTION OF THE NUTS FOR TIGHTNESS 15 REQUIRED. 1/4" PLATES MAY BE TRU55 BOTTOM CHORD WALL BRACE A IN IS UNDER 16' LONG REQUIRED IN CERTAIN DESIGNS, REFER TO YOUR FINAL CONSTRUCTION CONVENTIONAL CONSTRUCTION SHHOWWNN A5TRUCTION WIT PLAN. NOTE 7 CD WITH PRE-LUT OTH THE FASCIA RIPPED DRAWINGS DETAIL 5HEET5, RUN CONSTANT AT 12, SEE DETAIL SHEET C-2 FROM 1X10 4 FOR FASTENER SPECS. SEE AL50 SHEET C-3. 7, WALL BRACE OR SPECIAL HANGER USUALLY REQUIRED UNDER TRUSS AT PURLIN SPLICE / TRU55 DETAIL c LOG WALL FOR ADDITIONAL SUPPORT. REFER TO PLANS FOR EXACT SPECIFICATIONS. tE OF RAKE DETAIL L SCALE: 1' = V - D" ScnLE: ,' . r - o' E. �9 WW4 k b � ,0 f Ta w ' ROOF OVERHANG AT EAVES TO DE -' W SEAL AT TOP JOINT OF INSULATION, NOTE I OPENING AT ADVANTECHW, NOTE 3 I' - 8" AS SHOWN. °b .55781 0 iba' ROOF 5HINCLE5 OVER FELT PAPER CAP WITH RIDGE VENT RIDGE NAILER FROM INCH TEND CAUTION: ON NOME BUILDINGS WITH F. '' 0 gglpNl FRAMING LUMBER. EXTEND i0 CASEMENT WINDOWS OR STORM DOORS THAT (NOT SHOWN) NOTE 4 INSIDE OF LOG GABLE SWING OUTWARD,THE OVERHANG MAY NAILER RIPPED NEED 10 BE SHORTENED FOR CAULK LIDERALLY TO 5 EACH RIDGE NAILER FROM 2 INCH FROM 2X6 CLEARANCE. ALSO, CHECK FOR PROJECTION ROOF BOARD i0 RIDGE NAILER. FRAMING LUMBER. EXTEND TO 2X3 ROOF OF DAY OR BOW WINDOWS WHICH - (CAULKING NOT FROM LOG CAULKING) INSIDE OF LOG GADLE STRAPPING MAY REQUIRE A LONGER OVERHANG. _-_ -- 24" O.C. 5/6' A SQUARE I. TO PREVENT EXCESSIVE HEAT LOSE, EDGE ROOF SHEATHING NORTHEASTERN 7 HOMES H * � p OMES BEVEL THE RIGID INSULATION AT THE 2X3 ROOF ♦ LOG RIDGE NAILER TO FORM A TIGHT JOINT. STRAPPING SEAL WITH CAULKING OR SPRAY FOAM, 24" O.C. 02004 by NLH Inc ALSO SEAL 15i. LAYER OF INSULATION / ` MIS RAN IS CO"KIGHIED AND MAY NDI CE USED OR REIRODYCED TO RIDGE NAILER W/ FOIL TAPE. WIMOOI WR19EN 1ERN16SION FROM NORTHEASTERN TOG NOMEO INC. (CAULKING NOT FROM LOG CAULKING) NO REVI51MI CHANGE OR°ER I DAIS eT CKD. 2. LADLE ENDS MUSTSEALED ABOVE THE / RIDGE PURLIN TO PREVENT EXCESSIVE HEAT L055. SPRAY FOAM 3. CUT ADVANTECHW DACK AT THE PEAK A5 REO'D. RIDGE PURLIN INSULATION FOR PROPER AIR FLOW. REFER TO RIDGE VENT SPECS FOR SIZE OF OPENING. WNpO SEE DETAIL 5 ON SHEET L-2 CAULK LIDERALLY TO SEAL EACH 4, CONTINUOUS RIDGE VENT TO BE INSTALLED OVER FOR NAILING SPECS. ROOF BOARD TO RIDGE NAILER. D-04 STANDARD DETAIL5 INSULATED AKEA5, BOTH RIDGE VENTS AND SOFFIT (CAULKING NOT FROM LOG CAULKING) VENTS MUST BE INSTALLED TO ENSURE PROPER °� LK mDES ROOF VENTING. AT EQUAL PITCHES AT UNEQUAL PITCHES 5RD NOTES I THRU 4 AT LEFT APPLY TO EAVE OVERHANG ePR)JECT NAME 5 BorHEQunLneouNEaunLPITCHEs DETAIL L TRU55 & ROOF CONSTRUCTION RIDGE SEALING DETAIL ec ' =P-0' SCALE: r = P - 0° °^M 2-9-03 R NNO ser NO SCALE: 1-v2G SCALE A5 NOTED GENERAL NOTES: NOTE . " FULLFLOW" SHINGLE OVER RIDGE THI5 DETAIL SHEET APPLIES ONLY TO FULLFLOW SHINGLE OVER RIDGE VENT BRAND RIDGE VENT. IF SUPPLIED BY N.L.H. IT WILL BE INCLUDED ON THE MATERIALS LIST. IF SUPPLIED BY OTHERS, VENT 15 D E 51 G N E D TO EXTEND REFER TO MANUFACTURER'S SPECS, FOR INSTALLATION INSTRUCTIONS, TO END OF ROOF, DO NOT 5TOP AT GABLE12 11- 10' 1) FULLFLOW SHINGLE OVER RIDGE VENT 10 BE INSTALLED ON NOT LESS THAN 3112 NOR GREATER THAN 16112 ROOF PITCHES 13/4' SLOT. SEE NOTE 12 2) WIDTH OF SLOT At RIDGE SHOULD BE I-314°. START SLOT AT INSIDE EDGE OF LOG GABLE, SEE DETAILS AT LEFT. FULLFLOW SHINGLE OVER RIDGE VENT 3) INSTALL FI95T PIECE OF FULLFLOW SHINGLE OVER RIDGE VENT FLUSH WITH END OF SHINGLES. IF NECESSARY, ADJUST AND P051TION FILTER MATERIAL 501T RESTS TIGHT AGAINST THE SHINGLES, COVERING THE 13/4" SLOT. KEEP SHINGLES AND 518"ADVANTECH, 13/4" OPENING 3' ROOFING NAI15 ROOF SHEATHING BACK TO ALLOW RECOMMENDED SEE NOTE 17 4) FASTEN FULLFLOW SHINGLE OVER RIDGE VENT TO ROOF W/ 3" A 1 314' AIR SLOT. SEE NOTE 12. >FROM COURSE OF SHINGLES i0 WRAP OVER RIDGE AND EXTEND ROOFING NAILS THROUGH 10 PRE-MOLDED NAIL HOLES. LAP SHINGLES FASTEN VENT W/ 3" T TO TERMINATING POINTS OF FULLFLOW SHINGLE OVER RIDGE VENT 1 3/4" ROOFING NAILS ) IF CHIMNEY EXTENDS THROUGH RIDGE. STOP 1.3/4" SLOT RIDGE FILTER MATERIAL SEE NOTE M4 5 12" FROM CHIMNEY, INSTALL FULLFLOW SHINGLE OVER RIDGE AGAINST CHIMNEY. SEE DETAIL AT LEFT AND SHEET"F' OVER RIDGE VENT (NOT FROM LOGG CAULKING)"FULLFLOW" SHINGLE 113' BEAD OF FOR ADDITIONAL DETAILS. C ( FOR MAXIMUM LEAK RESISTANCE THE VENT 6) CUT LAST PIECE OF FULLFLOW SHINGLE OVER RIDGE VENT TO AIR SLOTS IN 1/6" ALIGNHIP ROOF DETAIL CAULKING BE BEDDED LENGTH WITH A UTILITY KNIFE AND P051TION UNCUT END FLUSH BEAD ALONG IL BAFFLE ALIGNMENT LINES) C-1 WITH EDGE OF SHINGLES. WIND BAFFLE ROOF SHINGLES SCALE:114' = V-0' 7) APPLY CAP 5HINGLE5 OVER FULLFLOW SHINGLE OVER RIDGE VENT, 6/8"ADVANTECHw OVERLAPPING AS IN NORMAL RIDGE CAP. FASTEN W/ SQUARE EDGE 3' ROOFING NAILS. LOCATE NAIL5 AT NAIL LINE ON FULLFLOW ROOF SHEATHING SHINGLE OVER RIDGE VENT FOR SHALLOW PITCHED ROOF OR BELOW THE NAIL LINE FOR STEEPER PITCHED ROOFS. BE SURE TO LOCATE 2%3 STRAPPING NAIL 5011 PENETRATES THROUGH ROOF PLYWOOD, 24" O.C. LAST COURSE OF SHINGLES TO WRAP OVER RIDGE AND EXTEND FROM END OF SLOT 10 TERMINATING POINTS OF FULLFLOW SHINGLE OVER RIDGE VENT REFER TO SHEET "C" FOR ADDITIONAL RIDGE CONSTRUCTION DETAILS. DETAILS ON THIS SHEET ARE GENERAL AND MAY r - to" r - lo' I ala° slor, SEE NOTE rz NOT APPLY TO ALL DUILDING5. 1 -------------- ---- ---- ---� I I I I 1 D' FULLFLOW SHINGLE OVER RIDGE VENT I I I CAULK LIBERALLY RIDGE 3/4' V-MATCH (CAULKING NOT FROM PURLIN LOG CAULKING) I I I I I I I 5" RIGID INSULATION DOUBLE ROOF, REFER TO DETAIL '5' I (TWO LAYERS OF 2112") ON SHEET C FOR SPECIAL INSTALLATION I145TRUCTION5 I 1 I I I I I I 4a��OF N DETAIL "L" OR "T" ROOF DETAIL 4 yF" Sr 9g SCALE: 3"=1'-0" SCALE:1/4"= V4. anF ND 701 FES 10 INSTALL CAP 5HINGLE5 FULL LENGTH OF RIDGE OVER FULLFLOW SHINGLE OVER RIDGE VENT. SEE NOTE 17 r 3" ROOFING NAILS _ SEE NOTE 14 LAST COU95E OF SHINGLES TO WRAP OVER RIDGE AND EXTEND _ FROM END OF SLOT TO TERMINATING POINTS OF FULLFLOW SHINGLE OVER RIDGE VENT SHINGLE OYER R1p6E NENF NORTHEASTERN FNLLFlO'N 5EF.NOiE12 5NINGLESyERR10GEyEN o 13/4" SLOT • LOG HOMES • IA. yL0 lOW 1 - 10" 0" y 3 I pULVF — SEE NOTE 12 WRAP LA5T SHINGLE OVER 02004 by NOH Inc ______________ _ ____ RIDGE TO FORM SEAL. I WITdTflI5 ur W IIT[OfYRIGNIED AND MAY NDr DE 06fU OR REPIODUCRO INC,SHINGLE r0 BE ONE PIECE R R1p6E yENi wNnour wemEx r¢pulsmxN FROM xoRrnensreRx IOD xou[s Ix d EXTEND FROM FASCIA i tNGVg OyF ----------------- -- Na N0. RE0610N/[IUNGEGRDER DAM I DY I TO START OF 1-314' SLOT FN`LFV0 5N 9H1NGlE5 NNDER Stop NFRE FULLFLOW SHINGLE OVER RIDGE VENT T -O' 1' - 0' VANCC/.N MWEL D-04 STANDARD DETAILS URAL LK WDE CRD. 5RD FASCIA BOARD RIPPED FROM IX102 CHIMNEY DETAIL 5 fROJECr NAME DRIP EDGE D E TA I L �.) C-1 FULLFLOW SHINGLE OVER RIDGE VENT INSTALLATION SCALE: 3/4" = 1' - 0' SCALE: 1/4' = I'- 0" DATE MLANW. sNr ND 1212.03 sr'= AS NOTED I C-t 20 STRAPPING 0 24"O.L. PRE-DRILL RIPPED 2X8 INSULATION FASTEN 518' ADVANTECH05OUARE EDGE FASTEN 2X3 STRAPPING TO PURLIN THROUGH STOP TO RECEIVE 318" DIA.X 12" ROOF SHEATHING TO INSULATION STOP LADDER RAFTERS RIPPED INSULATION AND V-MATCH, WITH 10° SKINNY SPIKES GENERAL NOTES: SPIRAL SPIKES 0 16"O.C. WITH 8d NAILS 0 6" O.C. FROM 2X8 0 24' O.C. (5' INSULATION) ONE 0 EACH INTERSECTION, 5' RIGID INSULATION 518' ADVANTECH• Bd 0 8"O.L. (TWO LAYERS 2 LIZA) SQUARE EDGE 8d 0 4' O.C. 0 LADDER RAFTERS BIB" ADVANTECHO SQUARE RIGID INSULATION 16 TO BE 2 OR MORE ROOF 5HEATNING� EDGE ROOF SHEATHING LAYERS Of 'THERMAX' SHEATHING MINIMUM R-7.2 PER INCH Bd 0 4'O.C. FASTEN ION STOP WI 3 (STRAPPING 2 OR OTHER MATERIAL OF EQUIVALENT INSULATION STOP W/ 3 (8d) 0 EACH 2%3 STRAP. 4X8 PURLIN FIRE RATING AND K-VALUE PER INCH. 5" RIGID INSULATION (2) 16d 0 12. O.C. I\ TOTAL THICKNE55 TO BE MINIMUM 5" OR AS FASTEN 2X3 STRAPPING TO INSULATION \. REQUIRED TO COMPLY WITH LOCAL CODES. STOP W/3 (16d) 0 EACH 2X3 STRAP NNN lot LAYER OF INSULATION TO HAVE ALL RIPPED 2-2X8 FLY RAFTER (LAP SPLICED) SEAMS SEALED WITH ALUMINUM FOIL TAPE, FIRST F 4" (IF UNDER 16', USE (1) 2X8) 2X3 STRAPPING 3/4"V-MATCH FIRST ROOF OR INSTALL A VAPOR BARRIER BEFORE BOARDS OOF� v (3) 16d AT LADDER RAFTER 0 24' O.C. FIRST LAYER OF INSULATION. 4%8 PURLIN I Y TRIM FROM 3/4' V-MATCH o/ I ICY ROOF BOARD SPLICE FFASCIA ROM 1XROPPED 2 Ibd 0 EACH INSULATION STOPS, RIDGE HAILERS, ROOFEUSEFILLERS. ( ) SEAL AREA WITH FOAM STRIPE AND FLY RAFTERS ARE SIZED BASED ON THE USE OF 2%3 STRAP SPRAY FOAM INSULATION. SEE 5' OF RIGID INSULATION IN THE DOUBLE ROOF. 40 PURLIN BLOCKING 3/8" LOG CAULKING BEAD A FOAM GASKET 3/4' V-MATCH SOFFIT DETAIL 4 ON SHEET A-4. SIZES SHOWN ON THESE AND OTHER DETAILS MAY NOT BE ADEQUATE IF MORE THAN 5' Of INSULATION 3/8" DIA.X 12" SPIRAL FASTEN INSULATION STOP TO LOG 15 TO BE USED. NOTIFY YOUR SALES REP, WELL IN SPIKE (0 PURLIN) TOENAIL PURLIN BLOCKING TO LOG GABLE WITH 12" NAILS AT BELOW WITH 3/8" DIA.X 12' SPIRAL ADVANCE OF DELIVERY IF YOU PLAN TO INSTALL ENDS AND TOP SIDE TO CONCEAL NAILING SPIKES 0 B" O.C. MORE THAN A 5' THICKNESS OF INSULATION IN THE 1/2"X 6" LAG DOLTS WI WASHERS DOUBLE ROOF SYSTEM, AS SHOWN. (COUNTERSINK I" DEEP) FASTEN PURLIN TO 416 BLOCKING WITH TWO 10' SKINNY SPIKES FASTEN ROOF BOARDS TO PLATE LOG A PURLINS GEE DETAIL SHEET D FOR INSULATION STOP WI (3) 6d NAILS PER BOARD PER INTERSECTION CAUTION: �p LAG BOLT INSTALLATION SPECS, FASTEN EACH PURLIN LEDGER WITH (1) 3/8" DIA.% 12" RIPPED FROM 2X6 SPIRAL SPIKE. PREDRILL I/4' DIA, HOLE TO RECEIVE 12° FASTEN ADVANTECHOTO 2%3 STRAPPING WI 8d ADVANTECH ROOF SHEATHING 15 TO BE SPACED 1/8° 416 PURLIN LEDGER SPIRAL SPIKE ON JOB. NAILS AT 6"O.C.AT EDGES, AND AT 12' D.L. AT EACH ADJOINING PANEL EDGE AND 1/8" AT ENDS, FILLER RIPPED NOTCH GABLE GRACE ON GABLE LOGS FROM 2X6 IN THE FIELD. PER MANUFACTURER'S RECOMMENDATIONS. SHINGLE MANUFACTURER'S INSTALLATION INSTRUCTIONS JOB i0 CLEAR 4X6 PURLIN ROOF INCLUDED WITH EACH N.L.H. CONSTRUCTION LEDGER, AND 4X8 BLOCKING, ROOF GABLE END DETAIL DOUBLE ROOF NAILING AT EAVE GUIDE WHEN SHINGLES ARE PROVIDED BY N.L.H. SCALE: 1-112" = V - O" C-p SCALE: 1-112' = 1'- 0° C-2 IT 15 IMPORTANT TO FOLLOW THESE INSTRUCTIONS AND GENERAL INFORMATION GUIDELINES TO ENSURE PROPER PERFORMANCE AND WARRANTY COVERAGE. DETAILS ON THIS SHEET ARE GENERAL AND MAY NOT APPLY TO ALL BUILDINGS. PREDRILL PLATE LOG AND P05T ON JOB PORCH PLATE LOG LOG SPLICE OVER PORCH POST PREDRILL PLATE LOG AND POST ON JOB WITH A 114" DIA, BIT TO RECEIVE (4) WITH A 1/4" DIA. BIT TO RECEIVE (4) 3/6' DIA.X 12" SPIRAL SPIKES PER POST 3/6' DIA, X 12'SPIRAL SPIKES PER P05T PORCH PLATE LOG (TWO SPIKES REQUIRED IF NO SPLICE) (TWO SPIKES REQUIRED IF NO SPLICE) 1 I 2'J INSIDE EDGE OF PORCH P05T TO BE 2' FROM INSIDE EDGE OF PLATE LOG. GROOVE 0 BOTTOM GROOVE 0 BOTTOM OF INNER LIP OF LOG NOTCHED ON JOB OF PLATE LOG INNER LIP OF LOG NOTCHED ON JOB PORCH PLATE LOG TO RECEIVE TOP OF PORCH P05T TO RECEIVE TOP OF PORCH POST, 6X6 PORCH P05T POST CENTERED UNDER EXTERIOR VERTICAL 6X6 PORCH POST SEAM OF PLATE LOG ABOVE ySPSE O E. - PORCH P05T LOCATION & NAILING DETAIL c-z PORCH P05T NAILING DETAIL 8 SCALE:3" = 1' - O" SCALE:SCALE: I-112" = 1' - O" L•2 �','pT � n W ss 5731 Rj sa �a FASTEN RIDGE NAILER TO 40 RIDGE PURLIN WITH A55EMDLE THE ROOF OVERHANG AFTER ROOF V-MATCH HAS BEEN INSTALLED. PRE-DUILD THE FESB%% 3/8' DIA.X 12" SPIRAL SPIKES AT 16"O.C. OVERHANG ON THE ROOF. FASTENING THE INSULATION STOP, LADDER RAFTERS, FLY RAFTERS, PRE-DRILLING WI 114' DIA. BIT REQUIRED. USE AND 3/4" V-MATCH SOFFIT 8/0' DIA. X 12' SPIRAL SPIKES POR ROOF SLOPES BOARDS TOGETHER AS A COMPLETED UNIT. SLIDE COMPLETED 1 FASTEN 2X3 STRAPPING TO RIDGE NAILER GREATER THAN 7-1/4/11, AND 1/4" DIA.X ION UNIT IN PLAOD AND PASTER TO OASLC LOOS. THE INSULATION STOP AT THE CAVO SHOULD BE FASTENED TO THE FLY RAFTER FOR CANTILEVER ASSISTANCE. THE RIDGE LADDER WITH 3-20d NAILS PER INTERSECTION SKINNY SPIKES FOR ROOF SLOPES 7.1/4/11 OR LESS. F RAFTERS SHOULD BE MADE LONG FOR iHlS PURPOSE ALSO, BUT CUT i0 CORRECT LENGTH 5/8' ADVANTECH'EDGE NAILING AFTER OVERHANG 15 FASTENED IN PLACE. TO BE 3 (8d) 0 24' O.C. RIDGE NAILER, RIPPED FROM 2X _ FRAMING STOCK ON JOB. LADDER RAFTER RIPPED FROM RIDGE NAILER 8 RIDGE PURLIN NORTHEASTERN 5/6' ADVANTECHIR SQUARE LAD AT RIDGE (EACH SIDE O ROOF) SHOWN DOTTED, RIDGE AT INSIDE EDGE ROOF SHEATHING -e RIDGE NAILER TO EXTEND TO _ OF GABLE WALL LOGS. INSIDE OF LOG GABLE. INSULATION STOP RIPPED FROM 2X8. 1 AS, LOG HOMES . 20 STRAPPING SEE DETAIL 6/C-2. EXTEND FROM INSULATION STOP AT 1 1 0 24"O.C. ACROSS ROOF EAVE TO LADDER RAFTER AT RIDGE. ©2004 by NLH Inc THIS FLAN IN W ryRIGHTEO AND MAY NOT OR USER OR REFROUOCEO WITHOUT WRITTEN FERMISSION FROM NORINEASiERX LOG HOMES INC. 5/8'ADVANTELHO SQUARE nn. RnNeIDe ICXAMGE pRDFiI MATE I SY IcRo. 6" RIGID INSULATION EDGE ROOF SHEATHING — ' (2 LAYERS OF 2-112') 1 1 3/4" V-MATCH SOFFIT 1 I 1 I 1 I 1 I NiNWMA3 MODEL D-04 5iANDARD DETAILS SEE DETAIL 5 ON SHEET L FOR RIDGE SEALING oRx LKCODES 3/4' V-MATCH ROOF BOARDS 40 PURLIN FASTEN ROOF DOAR05 TO RIDGE GABLE WALL L005 cRo PURLIN All (3) 84 NAILS EACH DOARD 5RD PPAIFLTNAME ROOF RIDGE DETAILCz ROOF RIDGE DETAIL AT GADLE END cz ROOF NAILING 5PECIFICATION5 SCALE: 1.1/2' = 1' - 0' SEE ALSO SHEET C-5 SCALE: 1-1/2"= V - 0' MATE 12-9.03 a Ec^� A5 NOTED r' 2 GENERAL NOTE5: RIGID INSULATION 15 TO BE 2 OR MORE LAYERS OF 'THERMA%' SHEATHING MINIMUM R-7.2 PER INCH OR OTHER MATERIAL OF EQUIVALENT FIRE RATING AND R-VALUE PER INCH. TOTAL THICKNE55 TO BE 5° OR AS REQUIRED TO COMPLY WITH LOCAL ENERGY CODES. let LAYER OF INSULATION i0 HAVE ALL 5EAM5 SEALED WITH ALUMINUM FOIL TAPE, OR INSTALL A VAPOR BARRIER UNDER FIRST LAYER OF INSULATION. INSULATION STOPS, RIDGE NAILEK5, ROOF FILLERS, AND FLY RAFTERS ARE SIZED BASED ON THE USE OF 6' OF RIGID INSULATION IN THE DOUBLE ROOF. SIZES SHOWN ON THIS AND OTHER DETAILS MAY NOT BE ADEQUATE If MORE THAN 5' OF INSULATION 15 TO BE USED. NOTIFY YOUR SALES REP, WELL IN ADVANCE Of DELIVERY IF YOU PLAN TO INSTALL MORE THAN 5' THICKNE55 OF INSULATION IN THE 3-13d AT STRAPPING DOUBLE ROOF SYSTEM. / REFER TO 5HEEi5 C, G1,6 C-2 (C-41F APPLICABLE) Qf/ 3-20d FOR MORE INFORMATION ON ROOF CONSTRUCTION. •°• DETAILS ON THIS SHEET ARE GENERAL AND MAY NOT APPLY TO ALL BUILDINGS. o 5° RIGID INSULATION CAULKING 0 JOINT (TWO LAYERS OF 2-112') 5/8° ADVANTECHW5QUARE RIDGE NAILER LADDER RAFTERS EDGE ROOF SHEATHING RIPPED FROM 20 AT RIDGE 8A AT 4' O.L. AT ENDS ° 3/4° V-MATCH 4X8 RIDGE 118° END SPACING ROOF BOARDS PURLIN • ° ° 2%3 STRAPPING 24" O.C. DER �NpRAFTERS INSULATION STOP N p,C. I/8° EDGE SPACING RIPPED FROM 2X8° OVER LOG GABLE Bd AT 8' O.C. IN FIELD ° 4X8 BLOCKING 10' SKINNY SPIKES ° 0 EACH PURLIN 91A 5 •N-MAiR SOFFIT OOA 4%B PURLIN CAULKING 5" RIGID INSULATION PON M GNLDG5T GN6LE 1.p65 (TWO LAYERS OF 2-1/2') ILIFlI OF DENEI' 3-8d AT INSULATION SLOP ° NOTE: LAST 314° V-MATCH ROOF BOARD i0 BE RNFtER yPLICEO) FASTENED DOWN TO LOG GABLE OVER SEALANTS. 314' V-MATCH SOFFIT DOARDS MUST BE HULKING (NOT 3.15d AT DOABLE FLOM 2%B ILNP FASTENED UPWARD INTO LADDER RAPIERS. FROM LOG CAULKING) INSULATION STOP RIPPED FR ° o r O O O O ° OUTER FLY RAFTER TO BE FLUSH 4VS� pF E, w OWITH END OF PLATE LOG 4° EAVE VENT HOLES O W NORTHEASTERN OAT R 160EVERY. MAX ROOF BOARD PLATE LOG �Fa ^ 5731 'G�'U • LOG HOMES • FESSl0�4� 2-IBd 02004 by NLH Inc INSULATION STOP RIPPED THIS FLAN 15 CO"LIIGHTEG AND NAY NOT EE USED OR REIROOUCEU FROM 2%6 STOCK. EAVE INSULATION STOP EXTENDS WITHOUT WRIT EN FERNIGSION FROM HORTHEAOTERN IGG III INC. FILLER RIPPED FROM TO DOODLE FLY RAFTER W. MA5ION T rHANGE DRDEJR I DAre I RY cRD 2%S STOCK GABLE INSULATION STOP EXTENSION RIPPED FROM 2%8 xvuouns nwDEE D-04 5TANDARD DETAIL5 oRN. LK F- 3RD DOUBLE ROOF DETAIL LI3 F EU NNIE DOUBLE ROOF CONSTRUCTION DATE 12-5.03 PViN NO. 5HT.NO. — NONE 1 C-3 2X3 VERTICAL STRAPPING AT 24'O.L. LAY FLAT OYER 1X4, FASTEN 518' ADYANTECH'SQUARE 2X3 VERTICAL STRAPPING AT 24' O.C. 2%3 VERTICAL STRAPPING OVER INSULATION STOP. FASTEN TO LOG TO IX4 AT EACH INTERSECTION WITH (2) 2-112" 5HEETROCK SCREWS. EDGE ROOF SHEATHING FASTEN TO 10 STRAPPING WITH(2) 2-1/2' BELOW WITH (2) 3/8' DIA.X 12' SPIRAL SPIKES AT EACH INTERSECTION GENERAL NOTES: HORIZONTAL SHEETROCK SCREWS AT EACH INTERSECTION. OF I%4 A 2%3. PRE-DRILLING REQUIRED W/ 1/4' DIA. BIT. EACH 4 STRAPPING, LOCATE OVER EACH ROW OF PURLINS. 5' RIGID INSULATION (TWO LAYERS OF 21/2') I%4 HORIZONTAL STRAPPING OVER SAME THICKNESS RIGID INSULATION 15 TO BE 2 OR MORE FASTEN I%4 STRAPPING TO PURLIN EACH PURLIN. FASTEN TO PURLIN AS INSULATION LAYERS OF 'THERMAX' SHEATHING THROUGH INSULATION AND V-MATCH, W/ 1 10' SKINNY SPIKE AT 16' C.C. MINIMUM R-7.2 PER INCH WITH 10' SKINNY SPIKES AT 16' D.C. VAPOR BARRIER O OR OTHER MATERIAL OF EQUIVALENT SEE GENERAL NOTES LADDER RAFTERS FIRE RATING AND R-VALUE PER INCH. FELT PAPER 6/13' ADVANTECH05QUARE FROM 2X8 0 24' O.C. 314' V-MATCH FIRST ROOF EDGE ROOF SHEATHING DRIP EDGE TOTAL THICKNESS TO BE MINIMUM 5" OR AS REQUIRED TO COMPLY WITH LOCAL CODES. ROOF SHINGLES, APPLY PER FLY RAFTERS lot LAYER OF INSULATION TO HAVE ALL MANUFACTURER'S SPECS. 5° RIGID INSULATION FROM 2X8 SEAMS SEALED WITH ALUMINUM FOIL TAPE, 4X8 PURLIN OR INSTALL A VAPOR BARRIER DEFORE INSULATION STOP, RIPPED FROM 2X� / FIRST LAYER OF INSULATION, a TRIM RIPPED FROM 3/4" V-MATCH 3/4' V-MATCH FASCIA RIPPED FILLER, RIPPED FROM 2X6 ROOF 30ARD5 � i x\ FROM 1X10 INSULATION STOPS, RIDGE HAILERS, ROOF FILLERS, AND FLY RAFTERS ARE SIZED BASED ON THE USE OF GALVANIZED SOFFIT 5' OF RIGID INSULATION IN THE DOODLE ROOF, DRIP EDGE A LOG CAULKING—� SEAL AREA WITH FOAM GASKET AND FOAM GASKET Y-MATCH SIZES SHOWN ON THESE AND OTHER DETAILS MAY SPRAY FOAM INSULATION. SEE DETAIL 4 ON SHEET A-4 STRIP VENT TO EXTEND NOT BE ADEQUATE IF MORE THAN 5' OF INSULATION FASCIA RIPPED 4X8 PURLIN a LOG GABLE IS TO BE USED, NOTIFY YOUR SALES REP. WELL IN FROM EAVE TO RIDGE ADVANCE OF DELIVERY IF YOU PLAN L INSTALL FROM 1XT 4X6 PURLIN BLOCKING MORE E ROOF A 5"THICKNESS OF INSULATION IN THE SEE DETAIL 2 ON SHEET C-2 FOR NAILING SPECS. 4%6 PURLIN LEDGER DOUBLE ROOF SYSTEM, RAIN GUTTER SEE DETAIL SHEET C-2 CAUTION: GUTTER FOR FASTENER SPECS. AOVANTECHO ROOF SHEATHING 15 TO BE SPACED 118' MOUNTING AT EACH ADJOINING PANEL EDGE AND 1/8" AT ENDS, BLOCKS REFER TO DETAIL 6/C FOR OVERHANG 015TANCE PER MANUFACTURER'S RECOMMENDATIONS. MIN. 4' DIA, SOFFIT VENTS AT EVERY DOUBLE STRAPPED DOUBLE ROOF NOTE:LENGTH SINGLE FLY RAFTER G 2 IF LENGTH 1516'OR UNDER SHINGLE MANUFACTURER'S INSTALLATION INSTRUCTIONS ROOF BOARD OR 8"O.C. MAX. DOUBLE STRAPPED RAKE DETAIL G4 WITHOUT SPLICES AREEWHENINCLUDED WITH N.L.h. I GUIDE WHEN SHINGLES ARE PROVIDED BY N.L.H. DOUDLE ROOF EAVE DETAIL C-4 SCALE: 1' =1' - 0' SCALE: I' = 1'- O' IT 15 IMPORTANT TO FOLLOW THESE IN5TKUCTION6 AND GENERAL INFORMATION GUIDELINES TO ENSURE PROPER PERFORMANCE AND WARRANTY COVERAGE. 5/5"ADVANTECH'SQUARE DETAILS ON THI5 SHEET ARE GENERAL AND MAY NOT APPLY TO EDGE ROOF SHEATHING ALL DUILDINOS, VERTICAL STRAPPING RIPPED FROM 20 24' O.C. 5/8' ADVANTECH95QUARE VERTICAL STRAPPING LADDER RAFTERS RIPPED EACH 4%8 PURLIN WITH (2)) 16d NAILS, LAID ON EDGE. TOENAILPLATE LOG AND EDGE ROOF SHEATHING RIPPED FROM 2X8 24" O.C. FROM 2X8 AT 24' O,C. Te, 11 FELT PAPER 40 RIDGE PURLIN A tee— DRIP EDGE ROOF SHINGLES, APPLY PER 4%8 PURLIN MANUFACTURER'S SPECS. FLY RAFTERS 3/4'V-MATCH FIRST RIPPED FROM 2X8 NAILER RIPPED ROOF 30ARD5 FROM 2%8 RIM RIPPED FROM �7� FASCIA RIPPED FROM 1%10 T 3/4" V-MATCH /n5 314' V-MATCH GALVANIZED 3/4' V-MATCH / \ DRIP EDGE � FIRST ROOF FOAM GASKET SOFFIT BOARD5 d LOG CAULKING FASCIA RIPPED FROM 1%10 4X6 4X8 PURLIN 3LOCKING IF LENGTH 1516'OR UNDER PURLIN -0 LOG GABLE NOTE: USE 51NGLE FLY RAFTER RAIN GUTTER REFER TO DETAIL 6/C FOR OVERHANG DISTANCE WITHOUT SPLICES 4X6 PURLIN LEDGER GUTTER MOUNTING 3LOCK5 NOTE: RIDGE NAILER NOT REQUIRED IF VERTICAL STRAPPING EXTENDS TO RIDGE AS SHOWN. MIN, 4" DIA. SOFFIT VENTS AT EVERY SE OF WE Y OTHER ROOF BOARD OR 16' D.C. MAX. FALSE DOUBLE ROOF ep *yh�A��D 19 D90 3 L-< FALSE DOUBLE ROOF EAVE DETAIL L-4 SLALE: P = 1'- 0" RAKE DETAIL 1' = I' - 0" n p o.65 v FASTEN EACH LADDER RAFTER i0 THE LOG GABLE WITH (2) F 2X6 RAFTERS AT 16' O,C, 518' ADVANTECH' 3/6' DIA.X12'SPIRAL SPIKES, PRE-DRILL RAFTERS W/1/4 DIA. ggIm - — SQUARE EDGE BIT TO RECEIVE SPIKES. l' RIGID INSULATION W/2' BLOCKING AT RAFTERS ROOF SHEATHING /�::� 5/8' APVANIECH0511UAIE TO PROVIDE 2' AIR FLOW, FASTEN RIGID INSULATION FASTEN ROOF SHEATHING TO GABLE BLOCKING, FLY RAFTER,AND LADDER EDGE ROOF SHEATHING v TO PLATE. RAFTERS WITH Bd NAILS AT 6"O.C. ATTIC INSULATION 2X6 LADDER RAFTERS AT 2-2X4 PLATE, FASTEN TO LOG BELOW FASTEN ENDS OF LADDER RAFTERS TO FLY RAFTER A 24' O.C. UP THE RAKE WITH B' POLE BARN NAILS AT 8' O.C. FIRST RAFTER WITH (3) 164 EACH END FELT PAPER POLY VAPOR BARRIER UNDER DRIP EDGE --- CAULKING (NOT INSULATION. TAPE ALL SEAMS. 2X6 RAFTERS AT FROM LOG CAULKING) wj / A A A 16'O.C. B 2X6 FLY RAFTER NORTHEASTERN ROOF SHINGLES, APPLY PER x / �\ i u\ i u` " � FASTEN 2X4 GABLE BLOCKING FASCIA RIPPED • LOG HOMES • MANUFACTUKEK'5 SPECS. / Y \Y \Y \Y \ TO LADDER RAFTERS. FROM I%O 02004 by NLH Inc q /R /1 THIS PLAN 16 CGPYRIGH%G ANO MAY NOT 6E ON"OR REPRODO[EN WHOUT WRITTEN PERN15516N F[OM NORTHEAStERN LOG HONE6 INC 3/4' V-MATCH SOFFIT ALIGN GABLE BLOCKING WITH INSIDE OF LOG GABLE, FOAM GASKET SOFFIT FROM TOP Of 2X4 GABLE BLOCKING i0 BE FLUSH WITH A LOG CAULKING 3/4' V-MATCH NO NsnslawuuueE o¢o5z onTE er cRo. GALVANIZED 4X8 CEILING J015T TOP OF LADDER RAFTERS TO ALLOW INLET OF AIR DRIP EDGE _® 3/4° V-MATCH CEILING TO ATTIC UNDER THE GABLE BLOCKING. 4"FILLER RIPPED FROM 3/4" STRIP VENT FROM V-MATCH, INSTALL BEFORE EAVE TO RIDGE FASCIA RIPPED TONGUE OF LOG REMOVED LADDER RAFTERS. FROM 1X1O WINC41'.9 MOpEL ALLOW FOR 3/4' SOFFIT BOARDS 3ETWEEN RAFTER LOG GABLE D-04 STANDARD DETAILS RAIN GUTTER AIR AND LOG GABLE WHEN LOCATING DEPTH OF CUT FLOW IN RAFTER HEEL AT 2-2X4 PLATE, °RN CK G°DES FASTEN EACH RAFTER TO 2-2X4 PLATE WITH 4 (12d) GOSRD GUTTER MOUNTING BLOCKS STRIP VENT TOENAILED, PLUS INSTALL'SIMPSON H3' TIES OR EQUIVALENT AT THE HEEL JOINT OF EACH RAFTER. LROJGLTH E REFER TO DETAIL 6/C FOR OVERHANG DISTANCE e RAFTEKED ROOF RAKE DETAIL e SPECIAL ROOF CONSTRUCTION RAFTERED ROOF EAVE DETAIL DAE � SN.ND. C-4 SCALE: I' =1' - 0" C 4 12-10.03 SCALE:1' = 1' - 0' v. ' AS NOTED C-4 GENERAL NOTES: FLASHING 15 REQUIRED AT THE APPLY A 318' DIA. DEAD OF LOG CAULKING IN UPPER MAKE SAW KERF FOR FLASHING WHEN CUTTING TOP TRIM OF ALL WINDOWS. CORNER OVER FLASHING BEFORE INSTALLING TRIM. LOG TO RECEIVE TRIM AT TOP. SAW KERF TO DO NOT LET WEIGHT OF L065 GEAR BE 3/4' DEEPER THAN THE BACK OF THE TRIM. ON WINDOW OR DOOR UNIT. BEVEL+TOP TO SHED WATER ON FRONT CAUTION: MAKE SAW KERF FOR FLASHING WHEN LOTTING d FORM CAULKING SPACE ON BACK SIDE. LOG TO RECEIVE TRIM A7 TOP. SAW KERF 70 APPLY A 3/8" DIA. DEAD OF LOG CAULKING IN UPPER BE 314" DEEPER THAN THE BALK OF THE TRIM. NORTHEASTERN RECOMMENDS SEALING WITH CORNER OVER FLASHING BEFORE INSTALLING TRIM. BALKER ROD 4 LOG CAULKING AS SHOWN, HOWEVER, IF SPRAY FOAM INSULATION 15 USED TO NOTCH LOG OVER WINDOW AND SEAL AT DOORS OR WINDOWS, READ INSTALL 2X4 NAILER AS SHOWN MANUFACTURER'5 INSTRUCTIONS CAREFULLY 17116' X 3 TO TRIM, FOR PROPER INSTALLATION PROCEDURES, BEVEL TOP TO SHED WATER ON FRONT APPLY ONLY A SMALL BEAD OF SPRAY FOAM d FORM CAULKING SPACE ON BALK SIDE. FLASHING TO EXTEND TO BOTTOM EDGE OF AND DO NOT ATTEMPT TO FILL THE ENTIRE TRIM d COVER OVER NAILING FLANGE. APPLY A 318' 41/2n FILL SPACES WITH SPACE. SPRAY FOAM EXPANDS GREATLY AND DIA. DEAD OF LOG CAULKING UNDER THE FLASHING PIOERCLA56 INSULATION. COULD CAUSE ABNORMAL PRESSURE ON JAMDS AT THE NAILING FLANGE BEFORE INSTALLING THE DO NOT PACK INSULATION RESTRICTING OPERATION OF MOVING PARTS. NOTCH LOG OVER WINDOW FLA5HING, FLASHING TO EXTEND TO 30TTOM EDGE OF 411211 AND INSTALL 2X4 TRIM d COVER OVER NAILING FLANGE. APPLY A 318' NAILER AS SHOWN. AT ROUGH OPENINGS, INSTALL DIA. DEAD OF LOG CAULKING UNDER THE FLASHING BACKER ROD 4 LOG CAULKING SEAL, FILL AT THE NAILING FLANGE BEFORE INSTALLING THEX ALL REMAINING SPACES WITH FIDERGLA55 FLASHING. BACKER ROD d LOG CAULKING INSULATION BEFORE INSTALLING TRIM. VINYL NAILING FLANGE 1/2" ROUGH OPENING SPACE AT TOP SEE "CONSTRUCTION GUIDE" FOR ADDITIONAL VINYL NAILING FLANGE INFORMATION ON INSTALLATION OF WINDOWS. v2" EAT OPENING DETAILS ON THIS SHEET ARE GENERAL AND SPACE AT TOP INTERIOR TRIM RIPPED FROM 314" V-MATCH MAY NOT APPLY TO ALL BUILDINGS. INSULATE SPACES WITH BACKER ROD 4 LOG CAULKING FIBERGLASS INSULATION. DO FILLER RIPPED FROM NOT PACK INSULATION. 3/4' V-MATCH SILL TRIM RIPPED EXTENSION JAMBS FROM 3/4"V-MATCH INSTALL 118' SHIMS UNDER INTERIOR TRIM RIPPED VINYL NAILING FLANGE SIDES OF WINDOW FRAME ONLY BALKER ROD d LOG CAULKING FROM 314'V-MATCH RABBET LOG TO RECEIVE 7 FILL SPACES WITH 72' X 3/4' SILL TRIM. LOG CAULKING FIBERGLASS INSULATION BEVEL BACK OF TRIM FOR DO NOT PACK INSULATION INSTALL SHIMS LOG CAULKING SILL TRIM RIPPED UNDER SIDES OF WINDOW FROM 5/4' V-MATCH �I _-_ FRAME ONLY. 41/2" INSTALL FILLERS ON TOP W AND IN FRONT OF THE TONGUE USE LOG CAULKING IF NEEDED TO PROVIDE NAILING BEHIND VINYL FLAP FOR BOTTOM FLANGE OF WINDOW, BEFORE FASTENING NOTE: SEE PLAN ELEVATIONS TO DETERMINE AND TO MAINTAIN 1/2" ROUGH DEPTH OF CUT TO BE MADE IN LOG OVER OPENING SPACE ABOVE UNIT. LOG CAULKING EACH DIFFERENT 51ZEP WINDOW. ALWAYS NOTE: SEE PLAN ELEVATIONS TO DETERMINE RABBET LOG TO RECEIVE 2"X 314" MAINTAIN A 1/2' SPACE BETWEEN THE TOP DEPTH OF CUT 10 BE MADE IN LOG OVER NOTE: SOME UNITS DO NOT ELL TRIM. BEVEL BACK OF TRIM OF UNIT AND BOTTOM OF THE 2X4 NAILER AS EACH DIFFERENT SIZED WINDOW. ALWAYS REQUIRE FILLERS. FOR LOG CAULKING. SHOWN, FILL UNDER THE WINDOW UNIT MAINTAIN A 1/2' SPACE. BETWEEN THE TOP A5 NEEDED, AND INSTALL SHIMS UNDER THE OF UNIT AND BOTTOM OF THE 2X4 NAILER AS SIDES OF THE WINDOW FRAME ONLY. SHOWN. FILL UNDER THE WINDOW UNIT A5 NEEDED, AND INSTALL SHIMS UNDER THE SIDES OF THE WINDOW FRAME ONLY. SE 06 ylp'� E. @fy0 ANDERSEN" TILT-WASH DOUBLE HUNG e ANDER5ENO CASEMENT HEAD & SILL DETAIL p a = 9 HEAD & SILL DETAIL D SCALE: 3' = 1' - O' SCALE: 3" = V - 0' sFQ o T Kaci FESSIOMM� VINYL NAILING FLANGE. FASTEN WINDOW JAMB AT NAILING FLANGE WITH 1-1/2' ROOFING NAILS r 1.7/16'X 3-1/2' TRIM VINYL NAILING FLANGE. FASTEN WINDOW TO JAMB I-7/16"X 3412" TRIM AT NAILING FLANGE WITH 1-112' ROOFING NAILS 41- APPLY A 316" DIA, BEAD OF LOG CAULKING APPLY A 318" DIA. DEAD OF j *—/ LOG VEL INSIDE CORNER OF SIDE TRIM TO ON THE 4X4 JAMB BESIDE THE NAILING FLANGE ON THE 4X4 JAMB DE51DE TCEIVE 318" DIA. BEAD OF LOG CAULKING. BEFORE INSTALLING THE SIDE TRIM. --_ -- BEFORE INSTALLING THE 51DBEVEL INSIDE CORNER OF SIDE TRIM TO RABBET LOG TO RECEIVE TRIM RECEIVE 3/8" DIA. DEAD OF LOG CAULKING. NORTHEASTERN • LOG HOMES • RABBET LOG TO RECEIVE TRILL SPACES WITH FIBERGLASS OUTSIDE OF LOG AT 02004 by NLH Inc SULATION, DO NOT PACK INSULATION. NARROW POINT(10P) Im6 ULnu IIn carFRlcxrtI N F NAr eor F VIEN aR G HOME5INCOUT51DE OF LOG AT LOGWRHOYt WRITTEN rFRN1561GN FFON NOFiNEAItERX LOG HONf51NGNARROW POINT(TOP) CAULKING W.. REVI5IGNICHANGEGDER DAre Dr MD. CAULKING SHELFCAULKING SHELF CAULKING 4 BACKER ROD ONGUEFOAM GASKET FACTORY EXTENSION JAMBS PROVIDED TONGUE CAULKING 4 BALKER ROD I" WINWN' MGDEL 4X4 JAMB D-04 STANDARD DETAILS INTERIOR OF BUILDING WIRE CHASE CAVITY INTERIOR TRIM RIPPED FROM V-MATCH / �— INTERIOR TRIM RIPPED FROM V-MATGH �' ° LK f°D� INTERIOR OF BUILDING "'D" SRD 400 SERIES WINDOWS FILL SPACES WITH FIDERGLA55 INSULATION, DO NOT PACK INSULATION. fYOJELExuNE SEE ALSO DETAIL I/A-4 ANDERSEN® TILT-WASH DOUBLE HUNG3 ® 4 WINDOW INSTALLATION IN LOG WALLS WINDOW JAMB DETAIL ANDERSEN CASEMENT WINDOW JAMB DETAIL e DATE 12-12-03 r>AN ND. 51-WNG, D SCALE:3" = V - 0" SEE ALSO DETAIL 11A-4 SCALE: 3'= V - O" scniF A5 NOTED 2X4 HEAD NAILER NOTCH LOG 314" FOR 28310 ANDERSEN" 28310 UNIT SHOWN INSTALL FOAM GASKET FIRST, THEN GENERAL NOTES: LOG CAULKING, VERTICALLY Al ENDS OF L065 BEHIND JAMB BEFORE FLASHING 15 REQUIRED AT THE �— INSTALLING 4X4 JAMB. TOP TRIM OF ALL WINDOWS. I I I I DO NOT LET WEIGHT OF LOGS BEAR I I I I 4X4 JAMB CUT ON JOB TO FIT TIGHT AGAINST N SUPPORT OR FOR TRIM AFTER WINDOW I 4X4 JAMBS I OR DOOR 15 FASTENED IN PLACE ON TOP OF WINDOW UNIT. WEIGHT OF LOG ABOVE. NOTE: IF TOP LOG IS NOTCHED I I TO FIT AGAINST BOTTOM OF LOG GROOVE ABOVE, PLUMB 6 SQUARE OVER 9/16', THEN SPLINE PORTION OF JAMB MUST BE CUT CAUTION:A I I TI O N INSERT JAMB TO OBTAIN P FROM 4112, A V INSIDE FACE OF JAMB i0 INSIDE RABBET LOG i0 RECEIVE B/8' DIA.X 12" NORTHEASTERN RECOMMENDS SEALING WITH SPIRAL SPIKES FACE OF JAMB i01N51DE OF LOG WALL. OF LOG WALL 17116'%3112'TRIM. BALKER ROD 8 LOG CAULKING A5 SHOWN, HOWEVER, INSERT JAMB TO OBTAIN 1' FROM INSIDE USE LOG CAULKING BEFORE NAILING. IF SPRAY FOAM INSULATION 15 USED TO 4X4 FACTORY PINE JAMB. ATTACH BEVEL TOP EDGE OF TRIM 2X4 NAILER SEAL AT DOORS OR WINDOWS, READ WITH (2) B" POLE BARN NAILS AT MANUFACTURER'S INSTRUCTIONS CAREFULLY TOP U I� RABBET LOG WALL TO RECEIVE TRIM ON TOP, AND CAULK A5 SHOWN. FOR PROPER INSTALLATION PROCEDURES. TONGUE BOTTOM, AND SIDES OF WINDOW UNIT. TOP AND BOTTOM LOGS AND (1) 8" APPLY ONLY A SMALL DEAD OF SPRAY FOAM El", POLE BARN NAIL EACH LOG COURSE. I I I I -J -- AND DO NOT ATTEMPT i0 FILL THE ENTIRE -1J_ _L A- FLASHING SPACE. SPRAY FOAM EXPANDS GREATLY AND ADDITIONAL SPIKING REQUIRED AT SIDES OF ALL COULD CAUSE ABNORMAL PRESSURE ON JAM05 I I I u ATTACH VINYL NAILING — -- WINDOW OPENINGS, LOCATE (N) 3/8" DIA. X 12" SPIRAL FLANGE TO 4X4 JAMB RESTRICTING OPERATION OF MOVING PARTS. SPIKES IN LOGS AT TOP OF WINDOW AND IN BOTTOM LOGS AT THE SIDES OF THE WINDOW, SPIKES TO BE SUPPORT MULLION TO 3/4" AT ROUGH OPENINGS, INSTALL PLACED WITHIN 12" OF 4X4 JAMB. LIBERALLY CAULK NOTCHED BOTTOM OF LOG ABOVE TRIM BACKER ROD A LOG CAULKING SEAL, FILL FOR FULL 41/2" ALL REMAINING SPACES WITH FIBERGLASS AREA WITH LOG CAULKING BEARING SURFACE INSULATION BEFORE INSTALLING TRIM, LIBERALLY CAULK AREA WITH LOG CAULKING UNDER 4X4 DO NOT REMOVE TONGUE OF LOG BEFORE INSTALLING TRIM EXTEND (2) I I/2" %41/2" JAMBS FROM FACE OF TONGUE TO OU151DE FACE OF JAMB SEE 'CONSTRUCTION GUIDE' FOR ADDITIONAL (2) 11/2"%4112' INFORMATION ON INSTALLATION OF WINDOWS. WINDOW JAMB & LOG RABBET FOR TRIM DETAIL 04 JAMB & RABBET eSUPPORT MULLION SCALE: 1/2' = 1' - 0° D-1 FOR TRIM DETAIL °-1 PP6 LIBERALLY CAULK DETAILS ON THIS SHEET ARE GENERAL AND SCALE: 1" = P - 0' BOTH SIDES OF MAY NOT APPLY TO ALL 3UILDING5. 17116'X 3112" TRIM SUPPORT MULLION WITH LOG CAULKIN EXTERIOR OF BUILDING OAt F AREATONGIN FRONT NOTE: ® 17116'X 3112"TRIM USE LOG CAULKING RABBET LOG TO RECEIVE SUPPORT MULLIONS ARE NOT REQUIRED INSTALANDERSEN COUNTER FLASHINDER EADFL SHIN ) CAULK BEFORE NAILING AT CORNERS OF EXTERIOR MULL TRIM UNLE55 SHOWN ON LOG WALL ELEVATIONS 28210 UNIT SHOWN & OVER LSIDENAILNGFLANGES. 31MY EXTERIOR TRIM r--O & FLOOR PLANS. USE LOG CAULKING UNDER FLASHING BEFORE SEAL WITH LOG INSTALLING, REMOVE TONGUE AT SUPPORT CAULKING 8 MULLION ONLY, FOR INCREASED BACKER ROD BEARING SURFACE. NOTCH LOG 31/4' DEEP FOR 28210 AND INSTALL 2X4 HEAD NAILER TOP OF RABBET FOR TRIM HEAD FLASHING INTERIOR TRIM RIPPED (2) 1112- X 41/2" FROM 314' V-MATCH SUPPORTS RIPPED FROM 2X6 INTERIOR OF BUILDING NOTE: DOUBLE HUNG WINDOW SHOWN. CASEMENT 15 SIMILAR BUT HAS EXTENSION JAM55 VINYL NAILING FLANGE il, (2) '1 1/2" X 4 1/2" p 5EGTION AT 5UFPORT MULLION p, �e SUPPORT MULLION DETAIL B 17116'X 3 1/2" PINE EXTERIOR TRIM AT jl 5LALE: 3' _ V - 0' SCALE: 3" = I' - 0° TOP AND SIDES. MITER TOP CORNERS I� AS SHOWN & BEVEL INSIDE EDGES OF II RABBET FOR SIDE TRIM MITER5 TO FORM CAULKING SPACE II UNDER MITER JOINT. II II I � I — SPLINE PORTION OF - 4X4 JAMB I - NORTHEASTERN 4X4 JAMB • LOG HOMES • ©2004 by NLH Inc MIS FLAN I6 W FYRIGHTED AND MAY NOT PE USED OX RE"OPHCEO D° NOT REMOVE MIMOUT WRITTEN PERM 5510N ROD NORIHEA5IEXN LOG HOMES INC. I TONGUE OF LOG I 'L.11. REnsION/OIANGELRDEP. DATE OT CY,p. I J ZE OF WI E. S WINN'IWf MODEL aFN r s- D-04 STANDARD DETAILS >r GRN, fdDES m o.55 ti GRD 5RD WINDOW FLASHING & TRIM DETAIL QZ, FESSION0, WINDOW INSTALLATION IN LOG WALLS SCALE: 1-112' = I'- O" DATE 12-11-03 RAN NO. SM.NG 5f^'E AS NOTED D'1 17116° X 31/2' TRIM GENERAL NOTE5; E%1ERIOR OF BUILDING BEVEL BACK SIDE OF TRIM ON JOB FILL SPACES WITH FIDEKCLA55 MAKE SAW KERF FOR FLASHING WHEN CUTTING FLASHING 15 REOUIRED AT HEAD TO FORM CAULKING SPACE. INSULATION. DO NOT PACK INSULATION. LOG TO RECEIVE TRIM AT TOP. SAW KERF TO BE TRIM AND SIDES OF ALL DOORS EXCEPT USE LOG CAULKING BEFORE 5/4" DEEPER THAN THE BACK 510E OF THE TRIM. SIDES OF GARAGE ON, DOORS. INSTALLING TRIM. FLASHING FULL LENGTH OF FRAME 2X4 HEAD NAILER DO NOT LET WEIGHT OF LOGS BEAR RABBET LOG WALL RABBET LOG TO RECEIVE 17116' X 3112'TRIM ON WINDOW OR DOOR UNIT. 10 RECEIVE TRIM CUT JAMB ON JOB TO FORM FLASHING GROOVE AS SHOWN. INTERIOR TRIM RIPPED PO FROM 3/4"V-MATCH CAUTION: OUTSIDE LOG AT CAULKING (NOT FROM LOG CAULKING) 1 7/16'X 3112"TRIM. NARROW POINT(TOP) BEVEL TOP TO SHED WATER ON FRONT NORTHEASTERN RECOMMENDS SEALING WITH FACTORY JAMB AND FORM CAULKING SPACE ON BACK SIDE. INSULATE CAVITY WITH BACKER ROD A LOG CAULKING AS SHOWN, HOWEVER. LOG FIDERGLA55 INSULATION IF SPRAY FOAM INSULATION 15 USED TO CAULKING 3' WOOD SCREWS AT 16' O.C. DO NOT PACK SEAL AT DOORS OR WINDOWS, READ CAULKING SHELF MANUFACTURER'S INSTRUCTIONS CAREFULLY --------- ':'SHIMS INSTALL A 3/8' DIA. BEAD OF LOG CAULKING AT FOR PROPER INSTALLATION PROCEDURES, TOP CORNER OF FLASHING BEFORE IN5TALLING TRIM. 112" ROUGH OPENING SPACE APPLY ONLY A SMALL DEAD OF 5PRAY FOAM FOAM GASKET FOAM GASKET AND DO NOT ATTEMPT TO FILL THE ENTIRE SPACE. SPRAY FOAM EXPANDS GREATLY AND 4X4 JAMB o DOOR COULD CAUSE ABNORMAL PRE55URE ON JAM05 TONGUE OF LOG FLASHING 70 EXTEND TO BOTTOM EDGE OF TRIM LOG CAULKING AND BACKER ROD RESTRICTING OPERATION OF MOVING PARTS. d COVER 2X4 NAILER 8 TOP PART OF DOOR JAMB. APPLY A 318" DIA. DEAD OF LOG CAULKING UNDER THE AT ROUGH OPENINGS, INSTALL NOTE: FOR GARAGES AND BUILDINGS 1' FACTORY DOOR JAMB LOG CAULKING A BACKER ROD FLASHING AT THE 2%4 NAILER A DOOR JAMB BEFORE BACKER ROD A LOG CAULKING SEAL. FILL ON CONCRETE SLABS, NOTCH k%4 SIDE INSTALLING THE FLASHING, SIDE JAMD FLASHING TO o M ALL REMAINING SPACES WITH FIBERGLASS JAMBS TO CLEAR BS, N AND SILL INTERIOR TRIM RIPPED EXTEND UNDER HEAD FLASHING. FOR CONTINUATION OF 4X4 JAMB i0 FROM 3/4"V-MATCH LOCATE 4X4 JAMB 1' INSULATION BEFORE INSTALLING TRIM. TOP OF CONCRETE SLAB. FROM IN510E OF LOG WALL INTERIOR OF BWLDING SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL 1 INFORMATION ON A55EMDLY OF 3/0 DOOR JAMB DETAIL D-2 3/0 DOOR HEAD DETAIL e GARAGE OVERHEAD DOORS. IN5TRUCTION5 SCALE:3" = V - 0" 5CALE: 3" = V - 0' D_2 INCLUDED WITH OH. DOOR HARDWARE PACKAGE. FILLER FROM DETAIL5 ON TH15 5HEET ARE GENERAL AND NOTCH LOG ABOVE DOOR UNDERLAYMENT MAY NOT APPLY TO ALL DUILDING5, 2X4 HEAD NAILER o 4" REINFORCED IF REQUIRED 0 CONCRETE SLAG ADDITIONAL SPIKING OF 18' IA.X 12ES SPIRAL DOOR NOTE: AFTER BUILDING IFI WEATHER TIGHT, OPENINGS. LOCATE (2) 10 DIA. 11T SPIRAL SPIKES METAL SILL PLEASE CONSULT YOUR DERLA FLOOR I I E 1 IN THE LOGS OVER THE DOOR AND IN THE BOTTOM LOGS METAL SILL MANUFACTURER FOR UNDERLAYMENT I I E 1 AT THE SIDES OF THE DOOR. SPIKES TO BE PLACED WITHIN 12' OF THE 4X4 JAMBS. REQUIREMENTS WHICH MAY BE REQUIRED j j OVER ADVANTECH FLOORING I CAULKING (NOT FROM 314' TAG (2) 318" DIA, X12' CAULKING (NOT FROM I LOG CAULKING) ADVANTECH SPIRAL 5PIKE5 04 JAMB, CUT ON JOB TO FIT TIGHT AGAINST AND SUPPORT LOG CAULKING) FLOORING WEIGHT OF HEADER LOG ABOVE. ALSO CUT SPLINE PORTION NAILER RIPPED 4X4 JAMB OF JAMB TO FIT TIGHT AGAINST BOTTOM OF LOG GROOVE ABOVE. FROM 1 7/16"% 3 112' PINE, USE LOG CAULK- DOUBLE PILL X6 STOCK FROM IN BEFORE INSTALLING HEADER 4X4 JAMBS i0 BE 1' FROM INSIDE OF THE JAMB TO P.T. SU STOCK RIPPED INSIDE OF THE LOG WALL WHEN CORRECTLY INSTALLED AS REQUIRED ON JOB. LOG SIDING FASTEN TO CONCRETE W/ RABBET LOG WALL TO RECEIVE TRIM ON TOP CONCRETE FASTENERS P.T. 2X6 AND SIDES OF DOOR UNIT. FELT PAPER UNDER SILL CONCRETE LOG SIDING FOUNDATION I IIII II 1 FR05T WALL WALL SEE PLAN ELEVATIONS i0 DETERMINE DEPTH OF CUT i0 BE MADE IN LOG OVER EACH DIFFERENT TYPE OF DOOR. I 1 3/4"TAC I 1 SHOULD BE MAINTAINED ADVANTECH* A 1/2" ROUGH OPENING SPACE FROM ?HE TOP OF THE FLOORING DOOR UNIT TO THE BOTTOM OF THE 2%4 HEAD NAILER DOOR B MAINTAIN PROPER R.O. OVER DOOR BASED ON UNDERLAYMENT FASTEN 4X4 JAMBS TO LOG ENDS REQUIREMENTS. W/ (2) 8" POLE BARN NAILS AT TOP AND OF BOT IOM LOGS OF OPENING AND WITH 3/0 DOOR GILL DETAIL e 3/0 DOOR SILL DETAIL 5'`P4� E• s ya,� (1) B" POLE BARN NAIL AT EACH LOG ROW. REFER TO DETAIL 31D-1 FOR ADDITIONAL INFORMATION DOOR JAMB AND LOG RABBET FOR TRIM DETAIL AT CONCRETE 5LA5 D"2 AT WOOD FLOOR D2 r ` SCALE: 1/2' = V - 0° D-2 SCALE: 1h1/2" = 1' - 0' SCALE: 1.112" = I'- 0" a 1 ti ESSilo EXTERIOR OF BUILDING 2X4 HEAD NAILER NOTCH LOG 9/16° DEEP ON JOB TO BEVEL BACK SIDE OF TRIM ON JOB RECEIVE 2X4 HEAD NAILER r TO FORM CAULKING SPACE, 17/16' X 31/2" TRIM USE LOG CAULKING BEFORE - SETTING TRIM. 216 NAILER MAKE SAW KERF FOR FLASHING WHEN CUTTING CAULKING (NOT LOG TO RECEIVE TRIM AT TOP. SAW KERF TO BE RABBET LOG WALL 3/4" DEEPER THAN THE BACK SIDE OF THE TRIM. TO RECEIVE TRIM � FROM LOG CAULKING) ------OUTSIDE OF LOG Al LOG - 4%4 PINE JAMB RABBET LOG TO RECEIVE 17116'%3112' TRIM. NORTHEASTERNPO NARROW POINT(10P) CAULKING • LOG HOMES • I 02004 by NLH Inc CAULKING SHELF LOCATE 04 JAMB I' INSTALL A 3/8" DIA. BEAD OF LOG CAULKING AT THIS ELAN IS CorrziGORD AND MAY Not OF USED DE RErrouuCED FOAM GASKET FROM INSIDE OF LOG WALL TOP CORNER OF FLASHING BEFORE INSTALLING TRIM, wnnouT weureN rumissIoN ERom NDRTEEA6TERN EoGNGMEs INc. FOAM GASKET I" No. EENSIDN/q 0EcXTDW I DAm eY a0. TRIM AND DOOR TONGUE OF LOC STOP RIPPED 17116' X 31/2" TRIM FROM 314' V-MATCH LOG WALL DOOR TRIM A DOOR STOP FLASHING TO EXTEND TO BOTTOM EDGE OF TRIM. RIPPED FROM USE LOG CAULKING UNDER FLASHING BEFORE INSTALLING, u""DG"M MDOE< D-04 5TANDARD DETAIL5 2X6 NAILER0 314"V-MATCH 0 _________________________________ m LK CODERS NOTE: NOTCH BOTTOM OF 4X4 SIDE I/4"X 21/2" FOUNDATION INTERIOR OF BUILDING GRD. SRP JAMB5 TO CLEAR SHOES AND SILL LAG BOLT BELOW FOR CONTINUATION OF 4X4 JAMB TO MJER NAME TOP OF CONCRETE SLAB. DOOR INSTALLATION IN LOG WALLS 9' X 7' OVERHEAD DOOR JAMB DETAIL 2 9' X 7' OVERHEAD DOOR HEAD DETAIL DAMn w. SHT ND SCALE: 3' = V - O' SCALE: 3' = 1' - 0' 0-2 12-11-03 zrw< A5 NOTED D-n APPLY A 3/8' BEAD OF CAULK 4" EACH WAY CAULK END OF EACH GENERAL NOTES: FROM CORNER AT TOP OF EACH COURSE PIECE OF LOG BIDING OF L06 PROJECTIONS BEFORE INBTALLING FLASHING 15 REQUIRED AT HEAD TRIM K SIDES OF ALL DOORS IN LOG WALLS EXCEPT AT 5IDE5 2X6 STUDS INSULATE BETWEEN OF GARAGE O.H. DOORS. FILLERS 3.2%6 AT CORNER FI DEKGLA55 INSULATION WITH VAPOR CAUTION: BARRIER ON HEATED SIDE, NOTE: LENGTH OF LOO SIDING LEFT LOG SIDING PROJECTION BACKER BOTERNCRECOAULKMAS SHOWNENDS , WITH HOWEVER, LOG 510INC 112" ADVANTECHw SQUARE PROJECTIONS ALIGN WITH EDGE SHEATHING CENTER OF STUD IF SPRAY FOAM INSULATION 15 USED TO .44\ SEAL AT DOORS OR WINDOWS, READ PROJECTIONS AND LOG BIDING TO QR o MANUFACTURER'S INSTRUCTIONS CAREFULLY 112"ADYANTECHw FILLER5 FELT PAPER BE ATTACHED TO FRAMING WITH Q\d FOR PROPER INSTALLATION PROCEDURES. 2-16d GALVANIZED FINISH NAILS APPANDLY ONLY A SMALL DO NOT ATTEMPT TO D OF THE ENTIREAM 2X6 FILLERS PER STUD. Z, Q,\ SPACE. SPRAY FOAM EXPANDS GREATLY AND COULD CAUSE ABNORMAL PRE55URE ON JAMD5 17116'X 3112" FACE NAIL WITH (2) 16d GALVANIZED RESTRICTING OPERATION OF MOVING PARTS. TRIM OVER ADVANTECHw FINISH AT 24' O.C. INTO FRAMING. NOTE:TOP PROJECTIONS ARE 5UPPLIED FILLERS AT CORNERS. LONGER AT ROOF OVERHANG FILL OPENING AT AT ROUGH OPENINGS, INSTALL NOTE: FOR USE WI RED CEDAR, FELT PAPER OVER BALKER ROD K CAULKING SERI. FILL NAILS SHOULD BE STAINLESS STEEL NOTE: FOR USE WITH RED CEDAR, GROOVE WITH CAULK w ALL REMAINING SPACES WITH FIBERGLASS NAILS SHOULD BE STAINLESS STEEL. AFTER INSTALLATION p_ 112' ADVANIECH INSULATION BEFORE INSTALLING TRIM. SQUARE EDGE SHEATHING LOG SIDING MAY BE MITERED AT THE SEE MANUFACTURER'S INSTALLATION CORNERS AS IN DETAIL 2/0-3 INSTEAD LOG 51 D I N GIN5TRUCTION5 FOR ADDITIONAL OF U51NG CORNER TRIM AS SHOWN. 2 INFORMATION ON A55EMDLY OF CORNER PROJECTION D-3 2X STUDS GARAGE OVERHEAD DOOR5, INSTRUCTIONS LOG 51DING CORNER DETAIL AT DORMERSCALE: 1"=1'-0" INCLUDED WITH ON. DOOR HARDWARE PACKAGE. OR OTHER INSULATED 2X6 FRAME WALL o3 DETAIL5 ON TH15 5HEET AKE GENERAL AND SCALE: 1' = V - 0' MAY NOT APPLY TO ALL DUILDING5. E%iERIOR OF BUILDING 2%6 STUDS —a LOG BIDING LOG CAULKING SILL EXTENDER SUPPLIED FOR METAL SILL 2X6 FRAME WALLS. EXTENDER MUST LOG SIDING INSULATE BETWEEN 5TUD5 WITH 112" ADVANTECHw BE ATTACHED TO DOOR SILL BEFORE 1 7116° X 31/2" TRIM FIBERGLASS INSULATION SQUARE EDGE IN5TALLING DOOR INTO OPENING 6 MIL POLY USE LOG CAULKING SHEATHING VAPOR BARRIER BEFORE NAILING FELT PAPER FELT PAPER 6 9116' DOOR JAMB112" ADYANTECHw 5QUARE EOGE 3/4" V-MATCH PANELING 3-2% HEADER. 51ZE AS PER PLAN, USE LOG CAULKING �9 CONCRETE x II SHEATHING AND TRIM FLOOR 1 IAS REQUIRED. 11 TRIM RIPPED FROM 3i4" V-MATCH 112" ADVANTECHw SPACERS TRIM FROM SHIMS j ie— 2X NAILER FOR LOG SIDING EXTRA P.i. STOCK SEAL WITH LOG CAULKING AND BACKER ROD 1-7/16"X 3 1/2" TRIM. 1 2-2X6 BEVEL TOP EDGE h USE pF N DOOR a� r 'I LOG CAULKING AS SHOWN. fp, Np SrYO¢ FOUNDATION RIGID INSULATION 3' WOOD 5LREWS AT 18' O.C. EXTENSION JAMB AS REQUIRED FLASHING RIPPED FROM 314'Y-MATCH 0080 c '' w 6 BACKER ROD 3/4' V-MATCH NOTE: 314'V-MATCH o 6 9/16' DOOR JAMB SEAL WITH LOG CAULKING 15 NOT SUPPLIED FOR GARAGES A $$toN0- EXTENSION JAMB A5 INLERIOR TRIM RIPPED NOTE: 3/4" V-MATCH DETAIL SHOWN AT DAYLIGHT REQUIRED FROM 3/4' FROM 3/4' V-MATCH 15 NOT SUPPLIED FOR GAKA6EB BASEMENT 2X6 FRAME WALL V-MATCH INTERIOR OF BUILDING 3/0 DOOR JAMB DETAIL AT 2X6 FRAME WALL3/0 DOOR 51LL DETAIL 5 310 DOOR HEAD DETAIL AT 2X6 FRAME WALL AT 2X6 FRAME WALL D6 p'3 3' = 1' - D° SCALE: 3' = 1' - O" SCALE:1-1/2" = 1' - 0' E%tERIOR OF BUILDING 2%6 NAILER 1/2" ADVANTECHw EXTERIOR OF BUILDING SQUARE EDGE E%TERIOR OF BUILDING SHEATHING USE LOG CAULKING BEFORE LOG CAULKING LOG CAULKING 1/2" ADVANTECHw USE LOG CAULKING NAILING 1.7/16° X 3-112°TRIM LOG CAULKING SQUARE EDGE BEFORE NAILING LOG SIDING LOG SIDING USE LOG CAULKING LOG SIDING SHEATHING 17116"X 3112°TRIM BEFORE NAILING SEAL WITH LOG FELT PAPER 1 7/16"% 3 112" TRIM LOG SIDING f!2" ADVANTECHw LAULKINGA SPACERS BACKER ROD TRIM K DOOR STOP VINYL NAILING RIPPED FROM 314' HEADER AS �Q w FLANGE NORTHEASTERN V-MATCH REQUIRED 1 �i x—SQUARE EDGER x xI 112' ADVANTECN,• • LOG HOMES • PER PLAN �� I I SHEATHING �� 1 SQUARE EDGE 02004 by NLH Inc 1T x 1 SHEATHING 2% NAILER x x rws rux is cormsxrso AND MAY NOT E USED xuxHOMES INC.o 7-J I/4"% 2112" FLASHING i11 i� FOR LOG SIDING x 1x xrtnauT wemxx rswuisslox FROM xoexnxnsnex Lox xouxs LAG BOLI 2.2%G T 11 314' V-MATCH - _J� FOR LOG SIDING N0 wtxziox rcmuce orrrFx 2X NAILER Dore er M. TRIM d 0008 17116'X 31/2"TRIM. 11 PANELING STOP RIPPED BEVEL TOP EDGE 'p 2-2X4 FROM 314' V-MATCH 8 USE LOG CAULKING EXTENSION JAMB A5DOOR AS SHOWN. 314' FILLER5 AND REQUIRED FROM 3/4' V-MATCH 5EAL WITH LOG INTERIOR TRIM CAULKING A RIPPED FROM IGNITION& BACKER ROD 3/4'V-MATCH D-04 5TANDARD DETAIL5 ----------- NOTE: 3/4'LIED FON INTERIOR TRIM NOTE; 314'V-MATCH 15 NOT SUPPLIED FOR GARAGES. FOUNDATION INTERIOR OF BUILDING RIPPED FROM 15 NOT SUPPLIED FOR GARAGES. ow+. CK cWPE5 BELOW 9'X7' OVERHEAD DOOR 9' X 7' OVERHEAD DOOR 3/4' V-MATCH °x° SRD DOOR & WINDOW INSTALLATION JAMB DETAIL HEAD DETAIL WINDOW JAMB DETAIL WINDOW JAMB DETAIL MJECTN E IN 2X4 FRAME WALL 6 7 B 9 IN LOG SIDING FRAME WALLS e IN 2X4 FRAME WALL o-3 AT 2X6 FRAME WALL p.g AT 2X4 FRAME WALL e D-3 0-3 Dore nAx xa sHT.NO SCALE: 3° = 1' - O" SCALE: 3" = f - O" SCALE: 3° = 1' - O' SCALE: 3" =1' - 0" 12-11-03 s�''E AS NOTED APPLY A 318" CIA. BEAD OF LOG CAULKING 17116' X 3112" TRIM [CoPPLY A 3/8' DIA. DEAD OF LOG CAULKING 1-7/16'X 3.112' TRIM AFTER RABBETING LOG WALL AND BEFORE GENERAL NOTES: AFTER RABBETING LOG WALL AND BEFORE ON THE L06 WALL DE51DE THE NAILING INSTALLING EXTERIOR TRIM. N THE LOG WALL BESIDE THE NAILING INSTALLING EXTERIOR TRIM. FLANGE DEFORE INSTALLING THE GRILL 1/2' DIA. % 3/4" DEEP HOLES A5 LANGE DEFORE INSTALLING THE DRILL 1/2' DIA. X 3/4' DEEP HOLES A5 INSTALLATION INSTRUCTIONS FOR EXTERIOR TRIM. SHOWN, AND FILL WITH LOG CAULKING. XTERIOR TRIM. SHOWN,AND FILL WITH LOG CAULKING. ANDERSEN CIRCLE TOP.ELLIPTICAL, ARCH,CIRCLE,OVAL,&FLEXIFRAME RA30ET LOG WALL TO RECEIVE TRIM. FLANGE WITH 11/2' ROOFING NAILS. WINDOW5IN LOG WALLS RABBET LOG WALL TO RECEIVE TRIM. FASTEN TO WINDOW LOG WALL A7 NAILING FASTEN WINDOW TO NAILER AT NAILING FLANGE WITH W 2' ROOFING NAILS. OUTSIDE OF LOG At BEVEL IN51DE CORNER OF EXTERIOR TRIM 1. SEE PLAN ELEVATIONS TO DETERMINE If ANY OUTSIDE Of LOG AT 3/B" DIA. BEAD OF LOG CAULKING NARROW POINT. (TOP) 10 RECEIVE 3/8" DIA. BEAD OF CAULKING. ADDITIONAL NOTCHING 15 REQUIRED TO NARROW POINT. (TOP)) LOG COMPLETE LOG ROUGH OPENING HEIGHT. CAULK CAULKING 1 2. APPLY FOAM GASKET& LOG CAULKING IN PRE- _ CUT GROOVE IN ENDS OF LOGS AND INSTALL FOAM GASKET LOG CAULKING AND BACKER ROD FOAM GASKET — — — — — — LOG CAULKING AND BACKER ROD. ANY 4X4 JAMD5 ANDIOR 1112"X 4 112" TONGUE OF LOG TONGUE OF LOG 6 NAILERS A5 SHOWN ON PLAN ELEVATIONS. (NOTE: USUALLY VERTICAL EDGES OF WINDOW EXTENSION JAMB OPENINGS WILL HAVE 4%4 JAM35, ANGLED EDGES (FLEXIFKAMES) WILL HAVE 11/2' %41/2' EXTENSION JAMB NAILE95, AND CURVED OPENINGS WILL HAVE INTERIOR OF BUILDING FILL SPACES WITH FIBERGLASS NO JAMB OR NAILER.) INSULATION. DO NOT PACK INSULATION. 3. WHEN INSTALLING ANY CURVED WINDOW, (WHICH HAS NO JAMB OR NAILER), L065 MAKING CURVED INTERIOR OF BUILDING FILL SPACES WITH FIBERGLASS INTERIOR TRIM INSTALL FOAM GASKET& LOG CAULKING IN 1112"% 41/2' NAILER INTERIOR TRIM OPENING MUST BE RA56ETTED TO RECEIVE THE INSULATION. DO NOT PACK INSULATION. FACTORY MADE GROOVE AT END5 OF LOG5 RIPPED FROM 2%6 STOCK NAILING FLANGE DEFORE THE WINDOW CAN BE BEFORE INSTALLING 11/2'%41/2' NAILER INSTALLED. RADDET TO BE 13/4"WIDE FROM ANDERSEN° CIRCLE TOP JAMB THEEDGE 1/2'OF LOG RPENING EMAINING)1 NOTE: THIS DETAIL15 AL5a ANDERSEN° FLEXIFRAME WINDOW JAMB Da (LEAVING 41/2"OF LOG REMAINING) DETAIL AT LOG WALL D-4 APPLICABLE TO ANDERSEN" 4. INSTALL 1/B"SHIMS AT DOTTOM CORNERS OF ELLIPTICAL' ARCH' CIRCLE' DETAIL AT LOG WALL SCALE: 3' = V - 0" &OVAL WINDOWS. SCALE: 3' = V - 0' OPENING FOR WINDOW UNIT TO REST ON. (NOTE: INSTALL 1/8' SHIMS UNDER SIDE FRAMES OF WINDOW ONLY.) PRE-MANUFACTURED UNIT NAILING 112" DIA.X 314" DEEP HOLES FILLED 55. ASSEMBLE ANY COMOINATION5 OF 2 OR MORE EXTERIOR TRIM. FLANGE WITH LOG CAULKING AT HORIZONTAL LOG WIDE PIECES OF 0.4 1/4' REVEAL OF EXTENSION JAMB WINDOW UNITS STACKED IN ONE OPENING PER JOINTS INTERSECTING CURVED TRIM. 314" BY OTHERS INSTRUCTIONS INCLUDED WITH MULLION KIT. EXTERIOR TRIM SPLICE \ �.\ 1 6. INSTALL UNIT PLUMB, LEVEL. AND SQUARE IN MI BE D DEGREES \ D-4 LINE OF 1 3/4"WIDE RABBET TO OPENING, RESTING ON 1/8' SHIMS UNDER SIDE MITERED )DINT. \\� �� RECEIVE NAILING FLANGE OF i / JOINT TO OCCUR �� FRAMES. FASTEN WINDOW AT NAILING FLANGES BELOW TOP EDGE OF CIRCLE \ A�� CURVED WINDOW, MITERED END MITERED END WITH I I/2' ROOFING NAILS, OF 4Xk JAMB. TOP WINDOW UNIT �` \ 7. USE EXTERIOR TRIM AS A PATTERN TO MARK LOGS, THEN RADDET L005 AS REQUIRED TO 11 •� 11 FIRST LOG AT CURVED OPENING RECEIVE EXTERIOR TRIM. CIRCLE TOP LOG ROUGH NOTCHED 9116" DEEP TO RECEIVE / / WINDOW UNIT OPENING SPACE 1 1, 1 TOP OF 4X4 JAMB. / / CIRCLE TOP 314"%31/2"CURVED TRIM WITH B. AFTER ETLOG WALL AND BEFORE I � � WINDOW UNIT MITERED ENDS FROM WIDE PINE. INSTALLINGLING EXTERIOR TRIM, DRILL 1/2" DIA, X 314" DEEP HOLES AT EACH HORIZONTAL LOG JOINT WHICH INTERSECTS A 1-1/2'X 4-1/2' MULLION — :I — NAILER OR A CURVED WINDOW OPENING, HOLES TO BE LOCATED IN OUTER EDGE OF KA55ET FOR 'i PLINTH BLOCK FROM 2 LAYERS EXTERIOR TRIM. CLEAN DEBRIS FROM HOLE AND 1 :1 RIPPED FROM EXTRA 314' V-MATCH FILL WITH CAULKING. AL50 APPLY A DEAD OF LOG 'I OR FROM 1" PINE. CAULKING AT OUTER EDGE OF ALL NAILING 1 FLANGES BEFORE INSTALLING EXTERIOR TRIM, I I 1 } 1 EXTERIOR DASIL WINDOW UNIT 4%4 JAMB 'I RABBET LOGS ON JOB 10 9. AFTER PRE-MANUFACTURED EXTERIOR TRIM 15 TRIM j ;jam RECEIVE EXTERIOR TRIM. 314"% 3 TRIM RIPPED INSTALLED AT CURVED WINDOWS, INSTALL WINDOW FROM EXTRA 3/4' V-MATCH. REMAINING TRIM AS SHOWN ON DETAIL SHEETS �i UNIT D AND D-1. I DETAILS ON THI5 SHEET ARE GENERAL AND MAY NOT APPLY TO ALL 5UILDING5. ANDERSEN° CIRCLE TOP g NOTE: THIS DETAIL 15 AL50 APPLICABLE ANDERSEN° CIRCLE TOP q FT TE: THI5 DETAIL 15 AL50 APPLICADUE EXTERIOR TRIM DETAIL D4 TO ANDERSEN@ ELLIPTICAL. ARCH, CIRCLE, INTERIOR TRIM DETAIL D-4 ANDERSEN@ ELLIPTICAL, ARCH, CIRCLE, SCALE: 1-1/2" = 1' - O' AND OVAL WINDOWS. SCALE:1-112' = V- 0' OVAL WINDOWS. tE OF NE yti� ED Sv�o W - m r �- INTERIOR CURVED WINDOW TRIM MAINTENANCE NOTICE: ysF q S1Hp Ti - INTERIOR OF BUILDING j INTERIOR CURVED WINDOW TRIM CAN 4" MADE LOG WALLS . EL EXTERIOR TRIM AT CIRCLE TOP, NORTHEASTERN 1 FI MITERED SECTIONS EACH S WIDE CA PINE. HEXAGON AN ELLIPTICAL, ARCH, CIRCLE,OVAL, � FINISHED SHAPE OF EACH SECTION CAN BE HEXAGON AND OCTAGON WINDOWS REQUIRE 1-7/16"X 3.112° TRIM WIDE PINE DETERMINED BY HOLDING A PIECE OF PINE PERIODICAL MAINTENANCE TO ENSURE A + LOG HOMES + STOCK AGAINST THE INSIDE OF THE LOG5 AND WEATHERTIGHT SEAL. THE INNER AND OUTER THE WINDOW AND SCRIBING A LINE ON THE EDGES OF THE EXTERIOR TRIM AND DRYING 02004 by NLH Inc N BACK SIDE WITH A SHORT PENCIL AT THE CHECKS, ON THE LOGS. LEADING TO THE THI5 FLAN 15 wrvnsHTED ANN MAY 1105E U5E001 AEre000CED m FIN15HEP INTERIOR TRIM 51ZE INSIDE EDGE OF THE EXTEN51ON JAMB, WHEN EXTERIOR TRIM WILL REQUIRE SEALING WITH AN WnHOUT WNIThN 5ERM1551014 FEOM N09THEASUIN DOC 1055INC. CUTTING THE STOCK, MAKE THE FIRST CUT APPROVED EXTERIOR RATED CAULKING A5 THE PARALLEL TO THE SCRIBED LINE. BUT FURTHER BUILDING SEASONS. THESE AREAS MUST I DATE I c IcxD OUTWARD TO LEAVE APPROX. 114" OF THE ALSO BE MAINTAINED WITH AN EXTERIOR CIRCLE TOP UNITA 1 1/4 EXTEN51ON JAMB REVEALED. MAKE THE SECOND WATER REPELLANT FINISH. 1 LUT 3 1/2' BEYOND THE FIRST CUT. SEE 1—� DETAIL 410-4&5/D-4. PLINTH BLOCKS CAN NATURAL WEATHERING WILL CAUSE THE NEED BE BUILT UP FROM 2 LAYERS OF 3/4" PINE OF PERIODICAL RECAULKING AND ADDITIONAL GLUED TOGETHER OR FROM 1" THICK PINE. APPLICATIONS OF EXTERIOR FINISH TO THESE wwfl w uaDEi SHORT PENCIL SCRIBE WIDE PINE PLINTH BLOCKS SHOULD BE SLIGHTLY WIDER AREAS TO ENSURE A WEATHERTIGHT SEAL. D-04 STANDARD DETAILS AT EXTEN51ON JAMB THAN ADJOINING TRIM. TRIM & PLINTH BLOCKS FROM EXTRA V-MATCH. Dua QK coDEs ANDER5EN° CIRCLE TOP SRD SPECIAL WINDOW INTERIOR TRIM DETAIL D4 � INSTALLATION IN LOG WALLS AT LOG WALL NOTE: THI5 DETAIL 15 AL50 APPLICADLE TO ANDER5EN5 ELLIPTICAL, ARCH, CIRCLE, PATH 12.12-03 nnx ew. sur.uD SCALE: 3" = I'- 0" &OVAL WINDOWS. ,1 uw` AS NOTED D" " MAKE SAW KERF FOR FLASHING WHEN CUTTING 2%4 HEAD NAILER MAKE SAW KERF FOR FLASHING WHEN CUTTING 2X4 HEAD NAILER LOG TO RECEIVE TRIM AT TOP. SAW KERF TO BE GENERAL: LOG TO RECEIVE TRIM AT TOP. SAW KERF TO BE 3/4'DEEPER THAN THE BACK SIDE OF THE TRIM. 3/4' DEEPER THAN THE BACK SIDE OF THE TRIM. RABBET LOG TO RECEIVE 17116'%3112' TRIM. INTERIOR TRIM RIPPED THESEWOODGLIDING INSTALLATION DETAILSILLUSTRATEPATIOANDERSEN'OUNITS. 4112" FROM 5/4' V-MATCH FRENCHWOOD GLIDING SND HINGED PATIO DOOR UNITS. RABBET LOG i0 RECEIVE 17/16' %31/2' TRIM. INTERIOR TRIM RIPPED DETAILS FOR THE ANDERSEN PERMA-5HIELD GLIDING 411211 FROM 314" Y-MATCH I SH X 3 112"WATER TRIM. BEVEL TOP INSULATE CAVITY WITH PATIO DOOR ARE NOT SHOWN BUT ARE SIMILAR TO THE TO SHED WATER ON FRONT d INSULATE CAERGLASS INSULATION. DETAILS SHOWN FOR THE WN OUT ARE GLIDING PATIO DOOR. INSTALL A 518" DIA. BEAD OF LOG CAULKING AT TOP INSULATE CAVITY WITH FORM CAULKING SPACE ON BACK SIDE. DO NOT PACK CORNER OF FLASHING BEFORE INSTALLING TRIM. FIBERGLASS INSULATION. SEE ANDERSENW INSTRUCTIONS FOR DO NOT PACK INSTALL A 318" DIA. BEAD OF LOG CAULKING AT SEAL WITH LOG CAULKING ADDITIONAL INFORMATION ON INSTALLATION 10P CORNER OF FLASHING BEFORE INSTALLING TRIM. AND BACKER ROD. OF PATIO DOORS. 1 7/16' X 31/2" TRIM. BEVEL TOP TO SHED 5EAL WITH LOG CAULKING FLANGE OF ALL ANDERSENW PATIO DOORS. WATER ON FRONT d FORM CAULKING SPACE AND BACKER ROD FLASHING TO EXTEND TO BOTTOM EDGE OF FASTEN FRAME TO 2%4 HEAD FLASHING 15 REQUIRED AT HEAD ON BACK SIDE. TRIM OVER HEAD FLANGE. APPLY A 316' NAILER WITH 2-1/2"10 FLAT DIA. BEAD OF LOG CAULKING UNDER THE HEAD WOOD SCREWS AT PRE- FLASHING TO EXTEND TO BOTTOM EDGE OF FASTEN FRAME i0 2X4 HEAD FLASHING AT THE HEAD FLANGE BEFORE DRILLED LOCATIONS. SEE DO NOT LET WEIGHT OF LOGS BEAR TRIM OVER HEAD FLANGE. APPLY A 318" NAILER WITH 3' T10 FLAT INSTALLING. COUNTER FLASHING L CORNERS ANDERSENW INSTALLATION ON WINDOW OR DOOR UNIT. Dlh. BEAD OF LOG CAULKING UNDER THE HEAD WOOD SCREWS AT PRE- SIMILAR TO THAT SHOWN IN DETAIL 2/D-I INSTRUCTIONS FLASHING AT THE HEAD FLANGE BEFORE DRILLED LOCATIONS, SEE f0 EXTEND UNDER HEAD FLASHING. AFTER BUILDING 15 WEATHER 15 WEATHER TIGHT, PLEASE INSTALLING. COUNTER FLASHING AT CORNERS ANDERSEN'INSTALLATION CONSULT YOUR FINISH FLOOR MANUFACTURER FOR SIMILAR TO THAT SHOWN IN DETAIL 21D-1 INSTRUCTIONS. FWG DOOR UNIT NOTE: REMOVE ALL SHIMS BETWEEN 2X4 HEAD NAILER AND UNDERLAYMENT KEGUIKEMENT5 WHICH MAY BE REQUIRED TO EXTEND UNDER HEAD FLASHING. DOOR UNIT HEAD JAMS BEFORE INSTALLING INTERIOR TRIM. I OVER ADVANTECHWFLOORING. FWH DOOR UNIT NOTE: REMOVE ALL 5HIM5 BETWEEN 2%4 HEAD NAILER AND DOOR UNIT HEAD JAMB 6EF0RE INSTALLING INTERIOR TRIM. cAurloN: ANDERSEN® FRENCHWOOD HINGED PATIO DOOR HEAD DETAIL p'S ANDERSEN® FRENCHWOODSG SIDING PATIO DOOR HEAD DETAIL D5 NORTHEASTERN RECOMMENDS SEALING WITH BACKER ROD AND LOG CAULKING AS SHOWN, HOWEVER, SCALE: 3" = V - 0' IF SPRAY FOAM INSULATION 15 USED TO SEAL AT DOORS OR WINDOWS, READ MANUFACTURER'S INSTRUCTIONS CAREFULLY FOR PROPER INSTALLATION PROCEDURES. ENTERIOR OF BUILDING APPLY ONLY A SMALL BEAD OF SPRAY FOAM 1 7/16"%31/2" TRIMAND DO NOT ATTEMPT TO FILL THE ENTIRE FILL SPACES WITH FIBERGLASS 17116' %31/2" TRIM E%1ERIOR OF BUILDING FILL SPACES WITH FIBERGLASS SPACE. SPRAY FOAM EXPANDS GREATLY AND INSULATION, DO NOT PACK INSULATION. INSULATION. DO NOT PACK INSULATION. COULD CAUSE ABNORMAL PRESSURE ON JAMB5 RESTRICTING OPERATION OF MOVING PARTS. BEVEL BACK SIDE OF TRIM ON JOB TO FORM CAULKING SPACE, APPLY A 310' DIA. BEAD OF LOG CAULKING BEVEL BACK 51DE OF !RIM ON JOB APPLY A 318" DIA. BEAD OF L06 CAULKING ON THE 04 JAMB DE51DE THE 51DE FLANGE TO FORM CAULKING SPACE ON THE 04 JAMB DE51DE THE SIDE FLANGE DETAILS ON TH15 5HEET ARE GENERAL RABBET LOG WALL BEFORE INSTALLING THE EXTERIOR TRIM. BEFORE INSTALLING THE EXTERIOR TRIM. AND MAY NOT APPLY TO ALL 6UILDING5. TO RECEIVE TRIM. RABBET LOG WALL LOG FASTEN FRAME i0 4%4 TO RECEIVE TRIM CAULKING JAMB WITH 3" 410 FLAT OUT5IDE OF LOG ATCAULKING HEAD WOOD 5CREW5 AT PRE- NARROW POINT(TOP) DRILLED LOCATIONS, SEE OUTSIDE OF LOG AT 5HIM5—� ANDER5ENWINSTALLATION FASTEN FRAME 4X4 ------ — INSTRUCTIONS. NARROW POINT(TOP) FOAM GASKET JAMB WITH 21/2'' 110 FLAT PR HEAD SCREWS At PRE- CAULKING SHELF SHIMS DRILLED LOCATIONS. SEE FOAM GASKET 1' CAULKING SHELF ANDERSEN INSTALLATION FOAM GASKET �„ INSTRUCTIONS. TONGUE OF LOG LOG CAULKING d BACKER ROD SEAL FOAM GASKET INTERIOR TRIM RIPPED FROM LOG CAULKING AND SACKER ROD SEAL 3/4"V-MATCH (MIN, 41/2" WIDE) INTERIOR TRIM RIPPED FROM 3/4"V-MATCH LOCATE 04 JAMB 1" TONGUE OF LOG D LOCATE 4%4 JAMB 1' FROM INSIDE OF LOG WALL INTERIOR OF BUILDING FROM INSIDE OF L06 WALL INTERIOR OF BUILDING Sti A'F ANDERSEN® FRENGHWOOD HINGED PATIO DOOR JAMB DETAIL p5 ANDERSEN° FRENCHWOOD GLIDING PATIO DOOR JAMB DETAIL p5 5�" ° E SCALE: 3" =1" - 0" SCALE:3" = I' - O" W f� .55131 d Ip FWH DOOR SILL FESSIOHP� FWG DOOR SILL R SILL SUPPORT. FASTEN TO FILLER WITH SCREWS PROVIDED Al SILL SUPPORT. FASTEN i0 FILLER 3/4'ADVA111CHW WITH SCREWS PROVIDED o idG FLOORING UHW = -- TYPICAL P.T. DECK TAG FLOCKING NORTHEASTERN TYPICAL P.T. DECK . LOG HOMES • 02004 6y NLH Inc THIS?LAN I6[GryRIGHTEO AND MAY NOT OE USED Of REIRODU[EY FILLER FROM P.i. 2% DOUBLE HEADER FILLER FROM P.T. 2% a DOUBLE HEADER WITHOUT WRITTEN?ERMIESSN FROM HI LOS HONES ING. NS. RE0510N/[FNNGEGRpER pA'IE I EY E%p P.T. 2X6 NAILER P.T. 2X6 SILL P.T. 2%6 NAILER a P.T.2X6 51LL WINWA9 ANSIFLASHING FOUNDATION FLASHING 0-04 5TANDARD DETAIL5 WALL FOUNDATION CDRUNGi SRD LK CORDES, WALL Ci HINGED AND GLIDING � F10.1FLR NAME ANDERSEN° FRENCHWOOD HINGED PATIO DOOR SILL DETAIL PB 5 ANDERSEN° FRENCHWOOD GLIDING PATIO DOOR SILL DETAIL DOOR INSTALLATION IN LOG WALLS SCALE:1-112" = 1' - 0" SCALE:1-112' = V - 0' DAMTux xD. slrtxa 12-12.03 c"'I'F AS NOTED 0-5 17/16' X 3 112" TOP A BOTTOM WALL OR P05T RAILS. TOP RAIL CONTINUOUS, 1 7116° %3 Ill° 4X4 POSTS 4' J II`:` TO EDGE OF N051NG 1%4 DALU5TER5, MAX. TOO' APART CENTER OF 2X4 PARI. y q ��\ TOP RAIL SPACING 4-I/2' o.c. GENERAL NOTES: j l jl�" 4X4 RAIL POSTS 4X4 POST --�' II ti li ij�` SPACING AS PER PLAN HEIGHT OF EACH RISE MUST BE EQUAL 5/8" PLYWOOD OVER III it N II i i`�� TOP OF RAIL TO BE 3'- 6" ABOVE THE STAIR NOSING MEASURED FROM FINISHED FLOOR TO FINISHED - I l 11 II 1 q �� 1 I VERTICALLY AT THE LEADING EDGE OF THE NOSING FASTEN 4X4 P05T5 TOO8 R. USE CAUTION WHEN DETERMINING BY - 1112" V- MATCH FLOORING 1 I II Ij II ii I i li ii\in• RISER W/WOOD SCREWS BY OTT R15HERS RISE AT FIRST AND LAST STEP. ' 4 II II II 4 II II R: 1X4 BALUSTERS, RIPPED FROM 314" V- MATCH, CUT BASEMENT STAIR TREADS FROM 2X12 STOCK j iI ii ii ij q II II ` 22%B MAX. SPACING TO BE 41/2" O.C. 17116' X 3 1/2" H II q III II II p 3'-6 4 BOTTOM RAIL a CUi MAIN FLOOR TREADS FROM 1" BULLNOSE STOCK 2-2X4 FLATE _ \J`�'U II h II II II it I I1 �I�;�_ TOP A BOTTOM RAIL RIPPED ? (RIPPED 10101/4") m `�4 II q II N I, 11 N II II"` FROM 1 7/16"X 3 112" TRIM I"TREAD 2. 2%8 e� `� h II II 4 y ill ii it it � i� I 4%4 PINE RAIL POST "' CUi RISERS FROM 5QUARE EDGE STOCK DOOR INI1 NI 13 R15ERB AND 12 TREAD $ REQUIRED HEADER ______I 514RISER FOR MAIN FLOOR STAIRS l it p11 11 1 11 11 it 11 11u 1 it 11 u t 11 1 2X12 STAIR STRINGER GUARDS ARE REQUIRED ON ALL OPEN 51DED STAIRS AND OPEN SIDED FLOOR AREAS.914' RISER JI II `CL h h li 1j 11 II II N II It I 1 2.2X8 BLOCKING GUARDS SHALL BE MINIMUM 42" HIGH. 4X4 POST J\1JI 4 II 1 Iu ii ii ii it it ii it 1 2%4 PLATE UNDER 4%4 2.2%4 PLATE 4XB JOIST LOFT FLOORING 1114" NOSING l� II i ii It It It ill 11 It 3'-6"AT LANDING ONE CONTINUOUS HANDRAIL REQUIRED ON ALL STAIRS. ` Il HANDRAIL TO BE NOT LESS THAN 34" NOR MORE THAN I II u u II D U II U I FACE TRIM BY OTHERS NOTCH 51DE5 OF RAIL POSTS 314' DEEP TO 2%12 STRING EK ` II II II II U II II II I RECEIVE 2X4 BOTTOM RAILS 3B" MEASURED VERTICALLY ABOVE THE NOSING OF �r 11 II II II II II 11 II I THE TREAD. m ( 3 PCS ) 112 1 it II II II II II II II I 314' V-MATCH PACO P05T BOTTOM 6 NOTCH LOFT FLOOR AT POSTS -' ------y�I FASTEN ALL RAIL PARTS WITH WOOD SCREWS HANDRAILS MAY BE ATTACHED TO GUARDS. LANDING FROM 1' TREAD 2X4 PARTITION AND ADHESIVE BY OTHERS 5'-11/4" STOCK. RIP OFF NOSINGS ABOVE RAIL REQUIRED IF OVER 30' DROP 13 RISERS AND 12 TREADS REQUIRED -- AND LAMINATE FROM FLOOR TO SURFACE BELOW FOR BASEMENT STAIRS. ❑ 2- 2%8 STAIR RAIL DETAIL LOFT RAIL DETAIL E 2 HEADROOM TO BE NOT LESS THAN 6' -B" CENTEK OF WALL e MEASURED VERTICALLY ABOVE THE SCALE: 314'=1'-0' E-2 NOSING OF THE STAIR TREADS. SCALE: 112"=1'-0" 2%4 WALL 1/2' PLYWOOD rmu,nt_uElxElezlxElezalse,,..:NS em e¢n,n�x2w9u2IxE19znmA.a.2_eSAn DETAILS ON THIS SHEET ARE GENERAL UNDERLAYMENT — AND MAY NOT APPLY TO ALL BUILDINGS. 3'-73/4" FRAMING PER e 17/16- %31/2' TOP RAIL PLAN FILLER �A 314' ADVANTECH LANDING DIMEN51ON5 CONTINUOUS TO END OF RAILING NOTE: TAG FLOORING LOCATION A 9 C STAIR DETAILS ARE SHOWN USING 1/2" UNDERLAYMENT 4X4 POSTS AT 4' TO 6' O.L. PLYWOOD SUPPLIED BY OTHERS. PLEASE CONSULT YOUR IST STEP 11'-7 314' B'-1 1/4' 6'-6 314' OR SPACING A5 PER PLAN FINISH FLOORING MANUFACTURER TO DETERMINE THE FRAMING PER CORRECT UNDERLAYMENT COVERING BASED ON YOUR GIRDER PER PLAN BASEMENT RAILING 15 SIMILAR PLAN FASTEN ALL RAIL PARTS WITH FINISH FLOOR APPLICATION. IF OTHER THAN 112', THEN TO RAILING SHOWN ABOVE 2ND STEP 10'-10 314" 7'-4114' 7'-9 314" WOOD SCREWS AND ADHESIVE ADJUST YOUR STAIR RISER HEIGHTS A5 NECESSARY. BY OTHERS 314" RISER 3RD STEP f0'-I 314" 6'-7114° i'-03/4' 17116' %31/2BOTTOM RAIL c BASEMENT STAIR TREADS i0 BE CUT DADO POST BOTTOM 114"%1112" 2X12 STRINGER ON JOB FROM 2X12 FRAMING LUMBER 4TH STEP 9'-4 314" 5'-101/4" 6'-3 3/4" EACH SIDE ON JOB ( 3PC5 ) 'P 5tH STEP CNOTCH 12" LOFT FLOOR 8'-7 3/4" 5'-1 1/4' 6'-63/4'1114" NOSING 1112"V-MATCH AS SHOWN6TH STEP i'-10 3/4' 4'-4 114" 4'-9 3/4' ___ _____ ___ �—I TOM OFP 5 RECEIVE 7TH STEP i'-I 3/4" 3'-7114" 4'-0 514' TTOM LO R TO2- 2Xa2%4 WALL 2%a JOISTS 2%8 BLOCKING UNDER 4X4 POST THESE DIMENSIONS REFLECT A FOUNDATION WALL 16 O.C. 2X4 PLATE HEIGHT OF 7'-7" FROM TOP OF SLAD TO TOP OF WALL 2X4 SHOE 3/4' V-MATCH BASEMENT SLAB 2X45ILL LANDING HEIGHT CHART LOFT RAIL DETAIL y'.VS�oEE. s 9 STAIR I� D E L T A I I 1 E z (RAILING OVER 15T. FLOOR PART.) E Z A f SCALE: 1//2'=1''-0' G E-2 SCALE: 3/4"=1'-0° 1:1611 ,11 El NEI 921NEI 9M715Fut 2e5AIa I.ICII°nt NEINE1921NEle24715No°t.2 95 d.,n :ICllmf_NEINFI921NFI124916f,°q.t 1!den my W NO, 5731 u U sso FE951OHV DETAIL OF STAIRS GOING 17/16' X31/2" TOP A BOTTOM RAILS 17116'%3112' TOP RAIL DOWN FROM THE LANDING1X4 BALUSTERS FROM CONTINUOUS TO END OF RAILING A`e – 6/B" PLYWOOD OVER 3/4' V-MATCH o 4X4 POSTS AT 4'10 6' O.C. 1112' LOFT FLOORING FASTEN ALL RAIL PARTS OR SPACING AS PER PLAN 911 WITH WOOD SCREWS AND FASTEN ALL RAIL PARTS WITH ADHESIVE BY OTHERS t9 WOOD SCREWS AND ADHESIVE 16, J015T5 —p BY OTHERS NORTHEASTERN I6" O.O.C. 4%4 PINE POST 17116"%3112' DOT TOM RAIL • LOG HOMES • 2- 2X8 HEADER NOTCH RAIL POSTS 3/4' DEEP DADO POST BOTTOM 114'X 1112' TO RECIEVE BOTTOM RAILS AS EACH SIDE ON JOB 2- 2X4 NAILER SHOWN © 2003 by NLH Inc < 1 1/2" LOFT FLOOR BEnslax 7c11nxsE DxDFx DAZE BY CKD. NOTCH TREAD AT 4%4 P05i 518' AOVANTECH SQUARE EDGE NAILER NOTCH BACK OF 4%4 L 5 YLE WITH LANDING 2X12 STRINGER (3 REQ'D) F1 2 DEEP A OKISER. NOTCH FLOOR TO RECEIVE AND R15ER FROM BELOW. BOTTOM OF POST w�NDDvs maDEE 4XB -DO - 04 STANDARD DETAILS 2X12 STRINGER DNN. CK cDDEs 2X4 PLATE 9° Co59D LOFT RAIL DETAIL FIRE)JEUNNBAE STAIR DETAIL BSTAIR RAIL DETAIL aKE) a(RAILING OVER JOIST OR BEAM) STAIR CONSTRUCTION SCALE: 3/4'=1'-0' E-2 SCALE: 3/4"=1'-0" SCALE E 2 : 3/4"=1'-0' E-2 DAM 12.29.03 RAND sllr.xD. LlEllmt NEIXEIB2INEIY24TSNa2 YYtp 1;$Cllmt NE1uEle21NE1924715An02951en I:ICllmt NEINEI921NE1924715Fut 2 D5 Jen srwle A5 NOTED E-2 NAIL STEP FLASHING TO FIDEKGLA55 INSULATION 1/2'WALL SHEATHING FELT PAPER GENERAL NOTES: I q ONLY, DO NOT NAIL VAPOR BARRIER ON HEATED 1/2' ADVANTELH" VAPOR BARRIER TO BE INSTALLED ON \ TO ROOF SHEATHING, SIDE OF INSULATION SQUARE EDGE THE HEATED SIDE Of INSULATION PURLIN HEADERS AND HANGERS MUST BE INSTALLED SHEATHING BEFORE 3/4'Y-MATCH FIRST ROOF BOARDS, 518" ADVANTELH' MIN 5" FLASHING OVERLAP MIN. 4' AIR SPACE MUSIf BE MAINTAINED AROUND ANY SQUARE EDGE LOG SIDING 2%6 STUDS AT 24'O.C. OPENING THROUGH THEM DOUBLE ROOF SYSTEM i0 ROOF SHEATHING ALLOW FOR PROPER VE TING, / LOG 51DING PRE-BENT STEP FLASHING MAY BE PURCHASED FIBERGLAS5 INSULATION FROM LOCAL METAL SHOPS DO NOT REMOVE MORE THAN ONE PURLIN FOR ANY OPENING IN THE ROOF. WEAVE FLASHING BETWEEN 1011515 SEE DETAIL 1/D-3 FOR ROOF SHINGLES MIN, 1' B/4"V-MATCH OF ROOF SHINGLES I NAILING SPECS. 5" RIGID INSULATION IS TO BE TWO OR MORE LAYERS / FELT PAPER 2%6 SHOE OF 'THERMAR" SHEATHING MANUFACTURED BY CELOTEX CORP. OR OTHER MATERIAL OF I\� 2X6 STUDS 24'O.C. EQUIVALENT FIRE RATING AND R-VALUE PER INCH. PAPERI 610' ADYANTECH' CAULKING REQUIRED BEFORE FELT \` \\i` SQUARE EDGE INSTALLING VAPOR BARRIER TOTAL THICKNE55 OF INSULATION TO BE MINIMUM 5' 1 FELT PAPER ROOF SHEATHING (CAULKING NOT FROM LOG CAULKING) OR AS REQUIRED TO COMPLY WITH LOCAL ENERGY LODES. FIRST LAYER OF INSULATION TO HAVE ALL ROOF I 2%3 STRAPPING 4X8 PURLIN BLOCKING SEAMS SEALED WITH ALUMINUM FOIL TAPE, SHINGLES `. \ OR INSTALL A SEPARATE.VAPOR BARRIER ` I BEFORE FIRST LAYER OF INSULATION, ` 5' RIGID INSULATION 2-2X4 PLATE ' 51UADVANTELH' SHINGLE MANUFACTURER'S INSTALLATION INSTRUCTIONS SQUARE EDGE \ SHEATHING 314° V-MATCH FIRST ROOF 2X4 STUDS AT 24" O.C. ARE INCLUDED WITH EACH N.LH. CONSTRUCTION GUIDE WHEN SHINGLESARE PROVIDED BY N.L.H. INSTALL VAPOR BARRIER 73/4' V-MATCH IT 15 IMPORTANT 70 FOLLOW THESE INSTRUCTIONS IF JOINTS OF FIRST LAYER AND GENERAL INFORMATION GUIDELINES 10 ENSURE OF INSULATION ARE NOT TAPED. PROPER PERFORMANCE'AND WARRANTY COVERAGE, MAINTAIN MINIMUM 1" DISTANCE BETWEEN ROOF MATERIALS REFER TO GENERAL NOTES DETAILS ON TH15 SHEET ARE GENERAL AND LOG SIDING AND MAY NOT APPLY TO ALL BUILDINGS NOTE: CEMENT SHINGLES TO FLASHING. LOG 51DING FLASHING DETAIL F TYPICAL ROOF FLA5HING AT LOG 51DING DORMER. WALL F SCALE: 1' = V - 0" SCALE: 1-1/2'= V - 0' ALLOW 4"VENT SPACE FOR AIR PROPER ROOF VENTILATION GENERAL NOTES: FLOW 518'ADVANTELH EXTENDED OUTER HEADERS NOT REQUIRED SQUARE EDGE IF 4X8 PURLIN HEADERS ARE USED ON ROOF SHEATHING BOTH SIDES OF OPENING. MAINTAIN A MINIMUM 4' CLEARANCE 4X6 PURLIN MIN.4'VENT SPACE AROUND OPENINGS BETWEEN THE ROOF STRAPPING 8 DOUBLE HEADER AROUND THE ROOF OPENING, THIS WILL ALLOW FREE FLOW DOUBLE HEADER RIPPED LUT OUT A 11/2" DEEP X 4" LONG SPACE IN THE OUTER OF AIR AROUND THE OPENING. FROM 2X8 STOCK HEADER TO ALLOW PROPER ROOF VENTILATION IFA 40 ROOF PURLIN MUST BE NOTCHED OR REMOVED TO MAINTAIN 314" V-MATCH 5"RIGID INSULATION A 2" CLEARANCE AROUND CHIMNEY, FIRST ROOF W/ 4X8 PURLIN HEADERS MAY BE REQUIRED V-GROOVE DOWN FOR PROPER STRUCTURAL SUPPORT. CONSULT YOUR N.L.H. SALES CONSULTANT. AIR FLOW EXTEND BOTH 5 DES OF OPENINSHOWN 2X3 STRAPPING HEADERS RIPPED FROM 2XB STOCK ATVENTING AT CHIMNEY e ZE OF W TO MATCH THE THICKNESS OF INSULATION AND 5TRAPPINGAND 5 KYL G H T5 F ytir E, s Vy fl SCALE: 3/4' = 1' - O° * 'F w FELT PAPER PRIOR TO INSTALLATION OF 5' RIGID INSULATION I, 2. I, FESSLONp FLASHING - REFER AGAINST THE LOG WALL, CUT GROOVE IN LOG WALL TO DETAIL 51F AS SHOWN A MINIMUM 2" DEEP TO RECEIVE FLASHING. CAULK LIBERALLY AND INSTALL FLASHING AS SHOWN. PRE-BENT FLASHING MAY BE PURCHASED FROM LOCALMETAL SHOPS. (CAULKING NOT FROM LOG ROOF CEMENT EACH COURSE OF CAULKING) SHINGLES ROOF 5HINGLE5 70 THE ROOF SHINGLES — o/ FLASHING. 2X3 STRAPPING FEL" PAPER NORTIIHEASTERN SQUAREEDGELOG HOMES ROOF SHEATHING 020104 by NLH Inc 2X3 STRAPPING 5" RIGID INSULATION THIS rLAN 15 EarYRIGHno ANO MAY NOT OE UEU OR RErlOOYCEU 516' ADVANTELH' WITHOUT WRITTEN rERMI55ION i fRON NORTHEA5IERN LOG HONE5INC. � SQUARE EDGE INSTALL VAPOR BARRIER TO PREVENT EXCE551VE NO. REYSCNTCN EDNOEN 1 GATE OY CM.. ROOF SHEATHING IF JOINTS OF FIRST LAYER HEAT LOSS. USE SPRAY FOAM OF INSULATION ARE NOT TAPED. REFER TO GENERAL NOTES. INSULATION i0 SEAL 5" RIGID INSULATION TO THE LOG WALL. 3/4"V-MATCH ITS i FIRST ROOF Y\ A I i EnNOOwO MOOSE 4X8 PURLIN 0-04 STANDARD DETAILS 3/4" V-MATCH SPRAY FOAM BLOCKING �R FIRST ROOF W/ INSULATION CK CODES V-GROOVE DOWN 0— 40 PURLIN —a A\ Ow ROOF FLA5HING CAULKING REQUIRED BARRIEBEFORR SRD I A\ INSTALLING VAPOR BARRIER 5 4X6 PURLIN LEDGER j �, (CAULKING NOT FROM LOG ROOF' FLA5HING & VENTING 5" RIGID INSULATION LOG WALL FLA5HING DETAIL F AT LOG WALL e \ CAULKING) I DAV 12-15-03 e w OW.No. F SCALE: 1' = I' - 0' SCALE: 3' = 1' -0' E""' AS NOTED HEAD FLASHING 4' VENT SPACE GENERAL NOTES: 5/15' ADVANTECHR 2X3 STRAPPING 5QAKE EDGE I. DETERMINE 4X8 PURLIN HEADER LOCATIONS ROOF SHEATHING SILL FLASHING—E> BEFORE APPLYING FIRST ROOF. REFER i0 DETAIL 31616 416 ON OR 4l6 ON 4" VENT SPACE THI5 SHEET. NOTE: DO NOT REMOVE MORE THAN ONE PURLIN FOR ANY OPENING IN THE ROOF. 5/5'ADVANTECHR 2. DETERMINE 08 PURLIN HEADER ROUGH OPENING SQUARE EDGE 5' RIGID INSULATION WIDTHS BY ADDING 4' TO THE TOTAL SUGGESTED ROOF SHEATHING ANDERSEN ROUGH OPENING WIDTH. REFER TO 5EAL WITH SPRAY APPLICABLE SIDE DETAILS ON THIS SHEET. FOAM INSULATION FLASHING TRIM RIPPED VAPOR BARRIER 3. INSTALL 40 PURLIN HEADERS PER DETAILS, AND FROM 3/4' SHEATH OVER SKYLIGHT OPENINGS WHEN ROUGH OPENING4" VENT SPACE V-MATCH INSTALLING 3/4'V-MATCH Ist ROOF BOARDS. AS SUGGESTED 4X8 PURLIN 4. DETERMINE SKYLIGHT ROOF ROUGH BY ANDERSEN OPENING HEIGHTEIGHT AND WIDTH. REFER i0 THE 2%3 STRAPPING SEAL WITH SPRAY APPROPRIATE ANDERSEN DETAILS. HEADERS RIPPED FOAM INSULATION 314' V MATLN CENTER SKYLIGHT ROUGH OPENING BETWEEN ., FROM 2-2XB 314"V-MATCH FIRST ROOF 08 PURLIN HEADERS. FIRST ROOF TRIM RIPPEDSUGGESTED ANDERSEN' 5. CUT OUT ROOF BOARDS PER REQUIRED ROOF FROM 3/4" ROUGH OPENING HEIGHT ROUGH OPENING AND INSTALL DOUBLE V�MATCH HEADERS RIPPED FROM 2X8 STOCK. REFER TO APPROPRIATE ANDERSEN DETAILS, 2' 6. INSTALL 8' RIGID INSULATION AND ROOF STRAPPING 3/4' VMATCH AROUND SKYLIGHT OPENING. REFER TO DETAIL 3/1' RIRSi ROOF ANDERSEN R.O. + 4° TO ON DETAIL SHEET F FOR MINIMUM DETERMINE TOTAL 4X8 HEADERS RIPPED FROM 2.2%B 4' VENTING AROUND SKYLIGHT OPENING, VAPOR 4X8 HEADER HEADER R.O. ANDERSEN° SKYLIGHT SKS 2 7. (SHEI INSTALL ADMIN TA SQUAREEDGEROOF BARRIER ANDERSEN® SKYLIGHT 5K5 a G" SHINGLING NG, REFERLTOSKYLGT HTBEFORE 5' RIGID INSULATION GA SERIES HEAD AND DA5E DETAIL MANUFACTURER'S RECOMMENDATIONS FOR SERIES SIDE DETAIL SCALE: 3° = 1' - D° SCALE: 1-1/2' = 1' - 0° SEALING AND FLASHING SKYLIGHT AT ROOF. 8. SEAL UNIT ON IN51DE BETWEEN EXTENSION JAMB AND DOUBLE HEADER AND INSTALL INTERIOR TRIM AS SHOWN ON APPROPRIATE DETAILS. REFER TO APPROPRIATE ANDERSEN'HEAD AND BASE DETAILS AS APPLICADLE TO DETERMINE R.O. HEIGHT 1/4' DIA.% 2.1/2' RING SHANK NAILS PROVIDED FOR USE WITH METAL HANGERS SHOWN IN DETAILS 3/0 &4/G. q%B pURL1N TRIM DETAILS SHOWN ON THIS SHEET ARE 4%B pURL1N RECOMMENDED BY NORTHEASTERN LOG HOMES, INC. FOR ANDERSEN BRAND ROOF WINDOWS. IF OTHER THAN ANDERSEN BRAND ROOF WINDOWS ARE TO BE INSTALLED, STUDY THE 4X8 HEADER ROUGH SKYLIGHT MANUFACTUREK'5 INSTALLATION 4%B HEADER ROUGH OPENING WIDTH, INBTKUCTION5 CAREFULLY BEFORE OPENING WIDTH. REFER TO APPLICABLE DETERMINING THE ACTUAL ROUGH OPENING. REFER TO APPLICABLE ANDERSENRSIDE DETAILS ANDERSEN'SIDE DETAILS DETAILS SHOWN ON THIS SHEET ARE GENERAL AND MAY NOT APPLY TO ALL 6UILDING5. 4X8 HEADERS 40 HEADERS METAL HANGERS 4%B CUT pUR�OB METAL HANGERS ON J LOCATE AND INSTALL METAL HANGERS ON PURLIN5 TO CORRECT ROUGH OPENING WIDTH. k%B PURLIN pgB PURLIN TRIM PURLIN HEADERS TO LENGTH AND WHEN INSTALLING ROOF PURLINS, LOCATE AND 15 INSTALLED. IF HANGERS ARE SUPPLIED INSTALL METAL HANGERS AND 4%B PURLIN BY NORTHEASTERN LOG HOMES, INC. HEADERS BEFORE INSTALLING THE PURLIN INSTALL BEFORE 314"Y-MATCH FI95T ROOF S�j ,OF Al y- THAT 15 TO BE CUT AND HEADERED OFF. THI5 WILL ALLOW ATTACHMENT OF THE HANGER ON NORTHEASTERN'S METAL HANGERS HAVE THE PURLIN HEADER FIRST, AND WILL ENABLE CONCEALED FLANGES WHICH MUST BE ' °W THE CUT KLINHPURLIN HEADERS ARE INTO ECUTTHE FIT PURLIN GUT FOR ROOF WINDOW �A HEADERATTACHE5 DROPPED D TO THE PURLIN BEFORE PLALEE THE ROOF WINDOW BETWEEN PURLINS GA W THE PURLIN HEADERS ARE TO 8E CUL TO FIT 4 ".Yk W ON THE JOB. SCALE: V = V - 0' SCALE: I° = I' - 0" 'W I FESSIONP 518" ADVANTECHR SQUARE EDGE ROOF SHEATHING 4'VENT SPACE 4' VENT SPACE 2%3 STRAPPING ROOF WINDOW FRAME SEAL WITH SPRAY ` 5° RIGID INSULATION NORTHEASTERN FOAM INSULATION FLASHING . LOG HOMES • _ ROUGH OPENING 4"VENT SPACE ( I MATCH ON B VAPOR BARRIER RIPPEDFROM 514' VY ©2004 6 NLH Inc _ AS SUGGESTEDTHIS PLAN 15 COPYRI6HUD AND MAY NOT HE OPEC OL REPRODUCED BY ANDERSEN' 5/B' ADVANTECHR / 4%B PURLIN WITHOUT WRITTEN NURMIINDN RUN NOKTHEASURN I°6 HOMED INC. SQUARE EDGE 6' ROOF SHEATHING SEAL WITH SPRAY xo. REnslowcw,xsELLW°EE CAVE EY CALL. C 2X3 FOAM INSULATION FIRST ROOF HEADERS RIPPED FROM 22X820 TRIM RIPPED SUGGESTED ANDERSEN' ROUGH OPENING HEIGHT FROM 314" wTxoo^s MOLLEI. E vMAicH D-04 STANDARD DETAILS 3/4"v MArcH p" FIRST ROOF AN DE R5ENO R.0. +4" CK Wpm TO DETERMINE TOTAL HEADERS RIPPED FROM 2-20 bx°, ANDERSEN RV, R5, & 5K5 5ERIE5 VAPOR 40 HEADER B4O. DARRIER 4X3 HEADER ANDEK5EN® ROOF WINDOW e ANDERSEN° ROOF WINDOW KV & R5 PR0.EC "ME 6 SKYLIGHT & ROOF WINDOW INSTALLATION 6' RIGID INSULATION RV & K5 SERIES 51DE DETAIL GA 5ERIE5 HEAD AND BASE DETAIL G" °A� 12-05 03 Tux xo. sW.N6 SCALE: 3° = I' - 0' SCALE: 1-I/2' = 1' - 0° G A scvs A5 NOTED V/l CRICKET FLA5HING 4'VENTING GENERAL NOTES 4" _ SPACE 5P-1 HANGER THE CHIMNEY HEADER KIT MUST BE INSTALLED PRIOR QURL\N >7 TO APPLYING THE FIR IT ROOF BOARDS AY5 R\pGE SEAL MASONRY WI DOUBLE ROOF WATER SEAL REFER TO 5HEET L CONSULT YOUR MASON 1DETERMINE THE 51ZE C AND LOCATION OF YOUR CHIMNEY. INSTALL 4X8 HEADERS AS SHOWN PER THE APPROPRIATE BRICK OR BLOCK ----- VAPOR BARRIER DETAIL - I/H, 2111, OR,31H. REFER TO DETAIL PLEASE NOTE THAT THE R.O. DIMENSIONS FOR AT LOWER LEFT INSULATE SPACES AROUND CLAY TILE HEADERS RIPPED THE CHIMNEY ARE TO BE FIGURED ON THE HORIZONTAL CHIMNEY WITH NON COMBUSTIBLE FLUE LINER FROM 2XB'S PLANE, NOT DOWN THE ROOF, FOR PROPER ALIGNMENT FIDEROLA55 INSULATION WITH THE CHIMNEY. REFER TO DETAIL 41H. 4X8 PURLIN THE CHIMNEY R.O. 15 TO BE FIGURED 4" LARGER 4%8 HEADERS FLASHING THAN THE CHIMNEY IN BOTH DIRECTIONS,TO MAINTAIN A MINIMUM 2u CLEARANCE BETWEEN WOOD AND MASONRY. ATB PNRL\N NON-COMBUSTIBLE FIRE STOP PARTITIONS AROUND THE CHIMNEY MAYBE USED METAL HANGERS 4' VENTING SPACE FOR ROOF SUPPORT INSTEAD OF HEADERS. WHEN HARDWARE SHOWN IN THE APPROPRIATE DETAIL 4" 1/H, 2/H, OR 3/H 15 SUPPLIED BY N.L.H., INC., 1/4' DIA. %2112' RING SHANK NAILS ARE 1 (112' DIA.X 5°) LAG SCREW TO BE USED pRl\N NOTE: LIGHT GLACE METAL SUCH AS AL50 SUPPLIED FOR USE WITH THE METAL HANGERS. IN CONJUNCTION Wl 5P-1 HANGERS 4AB Y 4%8 FLASHING MAY BE UTILIZED TO HEADER SUPPORT FIRE-STOP MATERIAL DO NOT CUT MORE THAN ONE PURLIN WHEN RIDGE PURLIN SUCH AS MORTAR MAKING THE CHIMNEY OPENING. MINIMUM 4' VENT SPACE MUST BE MAINTAINED r /L I AROUND ANY OPENING THROUGH THE DOUBLE ROOF D E T A I L H SYSTEM TO ALLOW PROPER ROOF VENTILATION. NOTCH 4%B TO FIT TIGHT OPENING AGAINST RIDGE PURLIN e H SCALE: I-1/2" =1'- 0' REFER TO DETAIL 3 ON SHEET F FOR CHIMNEY AGAINST THE RIDGE PURLIN OPENING VENTING DETAILS. SCALE;1' = 1' � D° 2%3 STRAPPING I HEADERS IN THE DOABLE ROOF ARE SIZED BASED ON 518° ADVANTECHW FELT PAPER ROOF SHINGLES BRICK OR BLOCK THE USE OF 5' OF RIGID INSULATION. SIZES SHOWN FOR SQUARE EDGE STEP FLASHING THESE AND OTHER DETAILS MAY NOT BE EIF ROOF SHEATHING MORE THAN 5'OF INSULATION IS TO BE USSED.D. NOTIFY NOTIFY YOUR SALES CONSULTANT WELL IN ADVANCE OF DELIVERY IF YOU PLAN TO INSTALL MORE THAN A 5' THICKNESS OF INSULATION IN THE DOUBLE ROOF SYSTEM. m A%BR\p GEpppl\N 2%35TKAFPING —E;•l 21 DETAILS ON TH 5 SHEET ARE GENERAL AAB P6L\0 MIN. 4'VENTING SPACE CLAY AND MAY NOT APPLY TO ALL 5UILDING5. TILE FLUE m LINER <I HEADERS RIPPED REFER TO DETAIL FROM 2X8'5 AxB R\pGE YNR \N AT LOWER LEFT 40 HEADERS METAL HANGERS VAPOR BARRIER 5';;j NON-COMDU5TIBLE -V 1 (1/2° DIA. X 5') LAG SCREW TO BE USED FIRE-STOP IN CONJUNCTION WI 5P-1 HANGERS A 6 PARIIN (1 4XB RIDGE PURLIN HEADER 314%8 HEADER FIRST ROOF KE 0 fy. 9�P DE. ,6909 NOTCH 4X8 TO FIT TIGHT OPENING THROUGH RIDGE PURLIN e DETAIL AGAINST THE RIDGE PURLIN H SCALE: 3° = f - 0" SCALE:1" = 1 - 0° U E OfE5BI0N�� r 4 L PARI\N NORTHEASTERN 40 HEADERS • LOG HOMES • ©2004 by NLH Inc THIS FLAG Ifi COPYRIGHTED AND MAY NOT GE USED OR R I'MODULEO WITHOUT WRITTEN FRI MIiSION FROM NOREHEA5TERN LOG HOMES INC B A%B pNRI\N N0. REVISION/LFNN6EGROW DATE BY L%D. METAL HANGERS 'MNIXALU —7p- WEL AxB PNRLIN D•04 STANDARD DETAILS DRN LK woes �D' SRD MJ� E ROOF FRAMING AT CHIMNEYS OPENING AWAY FROM RIDGE PURLIN SCALE: N = 1' - 0" N DAM 124503 RLAN No. sNr.ND. H AS NOTED n I