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HomeMy WebLinkAbout41209-Z �p�s�FF� C��� Town of Southold 10/4/2018 3 P.O.Box 1179 DIP 0 53095 Main Rd oy p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39939 Date: 10/4/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 520 Private Rd#27, Southold SCTM#: 473889 Sec/Block/Lot: 78.-7-32.6 Subdivision: bled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2016 pursuant to which Building Permit No. 41209 dated 12/7/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered front porch pergola attached two car garage, enclosed sunroom and rear decks as applied for. The certificate is issued to Dunn,Peter&Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0063 9/17/2018 ELECTRICAL CERTIFICATE NO. 18-46365 7/18/2018 PLUMBERS CERTIFICATION DATED 7/18/2018 ENK Plumbin u o e Signature goFFotK�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy ,� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES _ WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41209 Date: 12/7/2016 Permission is hereby granted to: Dunn, Peter & Barbara 2374 Oakdale Ave Seaford, NY 11783 To: construct new single-family dwelling as applied for per SCHD. At premises located at: 520 Private Rd #27, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-32.6 Pursuant to application dated 10/18/2016 and approved by the Building Inspector. To expire on 6/8/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,587.20 CO -NEW DWELLING $50.00 Total: $1,637.20 Bui 'ng Inspe Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ��� ��� 402 m' House N Street' Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section �� Block Lot 32^ 4__ Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �L 9 Applicant Signature Certificate of Compliance ......................................... ............................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 698-5610 ................................................................................... .................... .......................I........ .............. CERTIFIES THAT Upon the application of Upon premises owned by Ron's East End Electric Peter Dunn 286 Harrison Avenue 520 Private Road#27 Miller Place, NY 11764 Southold , NY 11971 Located at: 520 Private Road#27 , Southold , NY 11971 (� Application Number#: 18-46365 Certificate#: 18-46365 1 Q Electrical License#: 4860ME Section: Block: Lot: Building Permit#: 401209 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House/Service Equipment/Air Conditioning Equipment/Crawl Space/Garage A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th day of July 2018 Name QTY ARC-Fault- 15 Amp, 120V 24 Smoke Detector- 15 Amp, 120V 3 GFI Receptacle- 15 Amp, 120 V 11 Switch - 15 Amp, 120V 23 Special Receptacle-20 Amp, 120V 2 Incand. Fixture- 15 Amp, 120V 68 Paddle Fan- 15 Amp, 120V 5 Meter-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ,,,,,, CAL ,,,z � .....� Z 5 _ ;APPROVED:o JUL 2018 :fit h IN i7 V 11iDING DEPr.i ,y OF'OUTHOLDThis certificate is not valid unless raised seal is present. Certificate of Compliance .. ....................................... ....... ..................... .......................................... . ..................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................ ............................................. ................ CERTIFIES THAT Upon the application of Upon premises owned by Ron's East End Electric Peter Dunn 286 Harrison Avenue 520 Private Road#27 Miller Place, NY 11764 Southold , NY 11971 Located at: 520 Private Road#27 , Southold , NY 11971 Application Number* 18-46365 Certificate* 18-46365 Electrical License#: 4860ME Section: Block: Lot: Building Permit#: 401209 Name QTY AC Blower- 15 Amp, 220V 1 AC Condenser-30 Amp, 240V 1 ARC-Fault-20 Amp, 120V 4 Combo Smoke& Carbon Detector- 15 Amp, 120V 2 Dimmer- 15 Amp 120V 9 Dishwasher Circuit-20 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 34 Exhaust Fan - 15 Amp, 120V 2 Motion Switch- 15 Amp, 120V 2 Service Disconnect-200 Amp, 240V 1 Service Feeder-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ` APPROVED o f. ® aertificate is not valid unless raised seal is present. JUL 2 5 2018 BURDING DEPT. TOWN OF soUTHOID Certificate of Compliance ........ ................................................................................................................................................................................................................... .......... ................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................................................... ................................. .......................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Peter Dunn Peter Dunn 520 Private Road 27 520 Private Road 27 Southold, NY 11971 Southold, NY 11971 Located at: 520 Private Road 27, Southold , NY 11971 Application Number#: 18-52465 Certificate#: 18-52465 Electrical License#: Connect Electrical Contracting - 5380-ME Section: Block: Lot: Building Permit#: 41209 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Generator/Transfer Switch A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th day of July 2018 Name QTY Generator- 20 KW- 100 Amp, 240 V 1 Transfer Switch - 200 Amp, 240 V 1 Electrical Inspector: Anthony Giordano APFROVED This certificate is not valid unless raised seal is present. V D) L-&3��LSJ Ll V IS JUL 2 4 2013 BUMDING DWr- TOWN OF SOUTHOLD f4 � .. .n...-mm..n - _i._ _....n> .v... w..__ -..--.rr..r-.i. �.r. _ ....•-...+ E A 4 ' , 1 Town Hall Annex Telephone(631)765-1802 i 54375 Main Road „ Fax(631)765-9502 P.O.Box 1179 ur r ± 1 Southold,NY 11971-0959 D BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 3 1 2018 I BUILDING DEM TOWN OF SOUTHOLD ;CERTIFICATIO-N j Ji Date: Building Permit No. Owner: _ - _ (Please print) . ....Plumber.. /. 'r�. /�. .✓1/�.� �Lunti�3 ��0 rCJ „ - (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature)' Sworn to before me this o day of� 20� Notary Public, k rUCounty, KATHLEEN A.LAROSA Notary Public,State of New York j No.01LA6357522 Qualified in Suffolk County Commisslon Expires April 24,2021 l�yD� oFso TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: oihWa�J �I' ;Gi��',r/k ✓ �`i 0 DATE INSPECTORYu N O i cOOM`I,� TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UND'ATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / i 5�tiowv �vru �/ ovwC�nory �C�-i o f v' r t Q DATE 3 D )I INSPECTOR �lv� �oF ply TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [V FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION /-� FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: o✓ �iP•J5 UD L/ � � p DATE �'� INSPECTOR FSO ~---- --- - -- - '� Ulyolo o�ycou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRS / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) REMARKS: t � + rAn O Ito DATE INSPECTOR s . OSOP so ��'y�OUNT'I,Nc� OF SOUTHOLD BUILDING DEPT. TOWN 765.1802 INSPEC I [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ELECTRIC FINAL) R MARKS: I V � 4 & r=te 0 pro+44ke_ v*,� DATE INSPECTOR lyO aso�lyo cou�m TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (2-3o I- l DATE O INSPECTOR �v ho��Of SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA7,6 [. ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING .REMARKS: V vi I aVEA W— -flw Q6NAA 10" Cek+ Rm/ loo Gm &AI 1-100/ ��( (� ✓ 1/" tri `ems �0 DATE CD INSPECTOR �o��pF SOUlyO� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING /STRAPPING [v FINAL Xe,. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1� 12 A W1 10F G� DATE D INSPECTOR • • �� , . • r � • 'FOUNDATION (2ND) 01001 [raIMM9"A, TAT • ila aJ MAWWM ROUGH FRAMING& ►n� ; ; � urs ,. VOW-m d _ � v INSULATION STATE ENERGY CODE MOMMUNNEW ME SAM 11=i A " :ATS AV , , - , _ I!fM r � 1 _.ice/ �'•� - ADDITIONAL COMMENTS '�W,0ori y Lei �► ''�'�` '�.%.�.ii(���'�i � � v 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �i Survey So utholdTown.NorthFork.net PERMIT NO. N �i Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved h 20 Mail to: Disapproved a/c .r Phone: � Expiration 120 D � B ' ding pector LICATION FOR BUILDING PERMIT � � Date /0 /1 , 20 /to INSTRUCTIONS a. TMOMORSORIMMinpletely 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 issues a Certificate of Occupancy., f. Every building permit shall expire if the lwork`au'thorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building.Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) lla 'TC�3 rd l (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises TC'�'•c-f -+�4�-�Ln (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'. Plumbers License No. p�� s� Electricians License No. !ttel s m E Other Trade's License No. LWa,YCl•[D r � 1. Location of land o��}},,which proposed work will be done: to l'rt& I a'7 SQc.c r�f d House Number Street Hamlet County Tax Map No. 1000 Section 7z- Block Lot 3Z• Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / 3. Nature of work(check which applicable): New Building t/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 'I y� a�_ _ Depth Height Nurn 0f to §�, 1 (�] -- - --141w, 8. Dimensions of entire new construction: Front Rear Depth .� Height Number of Stories a Ii~f. ;E f 9. Size of lot: Front Rear �Z� 8 7 Depth I ,f 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� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 6;(-ara- vr%i 14. Names of Owner of premises A�P, DLA-nn Addres2-374 0"k& Phone No. Name of Architect(OM 0 U) i s o NA-A i Address Phone No Name of Contractor%yic( Co C&-2-T4, Address Phone No. :Ea y 3r * 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO k * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: _ COUNTY OF ) being duly sworn, deposes and says khat(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary Public,State of Now York (Contractor,Agent, Corporate Officer, etc.) No.0!BUG11 85050 Qualified in Suffolk County Commiselon Expire April 14,2 0o of said owner or owners, and is duly authorized to perform or have performed the said work'and,to'make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;'and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �- day of Notary Public ,Signature of Applicant SUIFQ - .� {: Scott A. Russell �G 5T�0�)[�I��[�� A\�C']E]C SUPERVISOR I��l[A NA\�GiIEI��I[]E1��C' SOUTHOLD TOWN HALL-P.O.Box 1179 -53095 Main Road-SOUTHOLD,NEW YORK 11971 '� �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT Li ( TO BE COMPLETED BY THE APPLICANTR L5\��Lsu V I c' D Nov 0 2 2016 DO>ES >IS PROJECT ECT I NVO LVE ANY ®1F' THE 1FCLL®��a: 2016 Yes No (CHECK ALL THAT APPLY) .❑� A. Clearing, grubbing, grading or stripping of land whic _.LD- than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of_materia] within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastalrtz . ; rr A x erosion hazard area. Site preparation within the one-hundred-year floodplain as depicte&:A;.a,']'i:�,�: on FIRM Map of any watercourse. ;F.• .+„ 1Z❑ F. Installation of new or resurfaced impervious surfaces of 11100.0 squarea`rNa feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes " r in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number? Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Deston Professional,Agent,Contractor,Other) S.C.T.M. 1000 Dale District j (`AME —1 ,A_0 rj 32-� 1O)u61 14, Section Block Lot FOR BUILDING DEP,'\RT1.1CNT �NL`' Contact Information Z�f 4' O Td�hroK;•,unA Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — ® Approved for processing Building Permit. S mwater Management Control Plan Not Required. Stormwater Management Control Plan to Required (Forward to Engineering Department for Review) FORNI a SMCP-TOS MAY 2014 — -- - - --- ------------------ � -• r'v--.,.R,"_ :.... 5 _ ----...,«'F----•- .._._..._.-._.- - -:1..' -. ♦� � .. :.`�.,`^,.•1"� .�,'•' ... `':may;r�`'*�4 APPLICANT: S.C.T.M, ; 1000 CHAPTER 236 -* anst>rrcz,i (Property Owner,Design Professional,Agent,Contractor,Other) ---y; -7? -7 _ 4 Storniwater Management Control Plan CHE:CKLXST-=- NANIE. F`') 2 1if y�J Section Block Lot z S M C P - Plan Requirements:, Provide ONE copy of the Building Perm t'Applicutlon:. Date: - - - '- ' � �. >k The applicant must provide a Complete Explanation and/or Reason"for-,riot';pi'ovlding °1 ��'� all lnformation that has been Required b the following Checklist! ialo?�l q Y g I. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! YES .NQ, NA show all of the following items: If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Property Boundaries - b. 'Total Site Acreage. 1 EROSION lei SEDIMENT CONTROLS c. Existing - Natural & Man Made Features within 500 L.F. Shall include°but not be limited to: of the Site Boundary as required by§236-17(CX2), aititaiiied Construction Entrance, d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. stabilizationre ng, & e. Limits of Clearing & Area of Proposed Land Disturbance. Seeding of exp Ced and/or inactive sails- f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& O proposed structures. I. Location of proposed Swimming Pool and discharge ring. I D j. Location of proposed Soil Stockpile Area(s). RE REgUlgFn k. Location of proposed Construction Entrance/Staging Area(s). veering at 765- 1. Location of proposed concrete washout area(s). 0 Provide Engineer' {: ITI. Location of all proposed erosion&sediment control measures. mat tile urainage has be en Installe6 W Code.- 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate f on-site the run-off from all impervious su rf aces generated by a two 0 inch _- `�- I.5.I rainfall/storm event. n;I 3. Detail,.,&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: mnv - 9 2UIbry' a. Erosion & Sedirnent Controls. 1,7 - b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) $ d. Leach ing Structures (e. .infiltration basins,swdles,,etc.) TOWN OF SOWHOLD 1HE y� E•i% y:LMn!: 1'(){f l:h (;!Nl:L RI 'G DI:I'r 1'iGfCN".C.IJf L`cTNLY , Additional Information is Required. I Reviewed & ormwater Management Control Plan is Not Complete. Approved By: _. 1.1' ' « '^c Y' I — - — — — — — — — — — — — — — — — — — — — — — :;�r:• _ Stormwater Management Control Plan is Complete. Date: �'`-`?`r�1(,� ., -, ' . 1 SMCP has been approved by the Engineering Department. FOR!vl °° SWCP Check List-TOS MAYr20sI.�3, Pam Hunt 110 Longneck Blvd Riverhead, NY 119 o 1 631-793-4648 I am writing to request a six-month extension for Building Permit # 41209. The permit was granted to Peter and Barbara Dunn to construct a single- family log house at 520 Private Road #27, Southold on December 7, 2o16 and will expire June 8, 2o18. The house is completed except for small details such as hanging doors and finishing countertops. However, the lawn is not in yet and won't be ready by June 8. Thank you for your consideration. Pam Hunt D C V D MAY 1 6 2018 BU-9-71994G'. 7111 n. TOWN OF SOUTHOLD S.C.T.M, NO. DISTRICT: 1000 SECTION: 78 BLOCK: 7 LOT(S):32.6 1 \ DWELWNG LAND N/F W/WELL \ DWELLUNG LAND N/F I OF DWELLLING \ LAND N/F \W/PUBLIC WATER OF GONZALEZ W/PUBLIC WATER OF WILKINSON STARON LAND N/F OF DWELLUNG I L® CARLSON I S39009'40"E \ p ' — 6' STOCKADE FENCE 223 8 / EL 10.7SUFFOLK COUNTY LD9P*5V4EkT OF HEALTH SERVICES EL 18.5 p PERMIT FOR APPROVAL OF ONSTRUCTION FOR A LAND O cWi SINGLE FAMILY RESIDENCE ONLY WELL OFF SCHILL & WOODHULL Q i )�] I� /f w DWELLUNG i DATE Zd /0 H.S. REF. N0. (�1 /(/��, v©(7 �1~ W/PUBLIC WATER -' L APPROVED A9 QCV� FOR MAXIMUM OF BEDROOMS LAND N/F EXPIRES THREE YEARS FRCM DATE OF APPROVAL OF -- LUTK SKI EL 10.0 EL 13.6 WOOD DECK EL 15.5 WOOD MON. O�WELLLING ROPOSED o:22.0'i o I, Z 58.2'---, ao„ , ao W/WELL � „;,•,, rr;r:l iq: r'28:0�;: ':'GARAGE PROPOSED' D: -4 U 1 STY FRM.',;, ,'C W ►? OF 10.0' 2,133„ o w j x!576 S.F. ;;;;'DWELLING.: � LAND N/F IaI N..i:::' S.F.;. Q I 2 1 24.0'' in' „ p! /Q�'i ROTH O '' ,56.0', 1 A 2 Go REV ro PORCH 2 I x � � 411 W DWELLUNG +� v a , I N j W/PUBLIC WATER �r a ao i I � LP EL 14.7 3P4 BEDROOM SYSTEM ! L 12.2 1 X 1,000 GAL. S.T. EL 9.5 (2) B'DIAx6'DEEP L.P. 150.00' MON. to 1W 1 L 1 „, „ ,. SE „ , , '„PROPOSED W •ER`':•. ,:,'' J';;, ,, ,,,;,,,, 181 88 1 „ 9 • ',,,:, ,,; .,. 8— „ , 15' WIDE • � --.�— , .' .' .'. •” \ UTILITY EASEMENT STONE D AY EL 13.8 _ ATF. _R_ Tli____-27 \ ._-���..a=:•..�.. -�s It � - LAND N/F - - - - - — ,a — — OF \ 292 WATERVIEW LLC DWELLUNG W/WELL WELL 1 ELEV. 15.5 LAND N/F \ �, OFBROWN LAND N/F WELL ZAFFINO SM LOAMY SAND OF DWELLUNG \ ERICSSON & I W/WELL WHITE PALE I BROWN \ €- SP TO MEDIUM I SAND WATER EL 1.5I N —14'PE 1N AL \ !!! a d t H A BROWN LU FlNE TO \ gg MEDIUM — 17' MAY 11, 1999 6s1 IMCOONALD GEOSCIENCE EX ° WATER SERVICE DETAIL L EASEMENT DETAIL 20' X 1" COPPER TUBING 'N^ S39'o9sowipE uriiirr F1isEMENT 8' TYPE "K" SOFT COPPER TUBING o.- ,„ 331.8 (PROPOSED 322 RUN) S.F. or 011 ACRES; ,,, " M. TO DWELLING—► Z N39'09'40'W 328.71' 1 1/2" PLASTIC PIPE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PROPERTY LINE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,284 SQ.FT. or 0.93 ACRES ELEVATION DATUM: _NAVD88__________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PETER DUNN; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design " P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (831) 298-1588 FILE # 15-194 SCALE: 1 =40' DATE: NOV. 8, 2015 N.YS, LISC' NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 7 LOT(S):32.6 ' \ DWELLUNG \ NG LAND N/F I LAND N/F \ LANDW/WN \KI/PWUUB C WATER OF DWELWNG LAND /F OF GONZALEZ W/PUBLIC'WATER OF WILKINSON I \ STARON \ LAND N/F OWIWELL G @ @ OF CARLSON \ ® (� M I S39009'40"E \ ' D � �0 V - � — 6' S70CKA E FENCE 223.8 7 / PIPE 6' STOCKADE FENCE EL 18.5 -NOV - 1 2016 EL 10.7 EL 13.6 co DO BUILDING DEPT. LAND N/F O OF TOWN OF SOUT SCHILL & WOODHULL Q PROPOSED SOIL w t (� STOCK PILE AREA �y DWELLLING 2 CV .. W/PUBLIC WATER © i w Off' z CV V J w LAND N/F in C; OF LUTK SKI z E 10.0 EL 13.6 wooD & a _ M N. DECK EL 15.5 Q, 0 6-DWELWNG ao 0 ? 58.2' Dmd:22.0, pmq' � �, W/WELL Q 'r;rT.... 8.0';•`.:;1,:;;?i;:::?•ii}i:::i{:1::::::16.0'4: DRY WELL �'�w �l Cit- j DRY WELL GARAGE ' 'r:•::•r:•r:ri:;:i:PROPQSED}i: 'r::? ♦� 8'DIAx6'DEEP �" w w 8'DIAx6'DEEP o; :i1 '�? '';•:: S:56Y.0P;RM.:,..':...'.?..::'?':M;v:•,' 'S76S.F. 100 ?. ;:':ti N4i rQzJ �6WELLINd' o0 a G CONCRETE WASH OU♦YN C • 2.133 S.F.',; LJ OF WBED OF irPROPOSED Z�w Qvl`^u 0,- ROTH LC DRIVEWAY ....;.... W a(101 owa KLU- ....., �I 2 Wa j P R H 39,x• off# Nm� k o� PROPOSED — 0. — — 1— 1 ~ PROPOSED z o c a 3 W I DWELLLING Z� u ONSTRUC17ON ENT) CC I 3-4 BEDROOM 1 c,Co j ►w W/PUBLIC WATER to �* AND STAGING AREA.I C.o I I SYSTEM -+rn N N I I 1,000 GAL. S.T. j '� i I o LP L (2) 8'DIAx6'DEEP L.P. ^ W I DRY WELL `n L 14.7 Tvalc�l sllr a m 8IDIAx5'DEE I I SCREEN SECTION EL 9.5 L _ IrL 12. ! I X «oTEXT�e r, c MON. CUTTER J j >3; 150.00 DRAIN �, .off POSTS �`:. .. FLOW DRECTION •'�;.:•• :.:181.88' . .. ... ...... ... ........:.:: BACKFILLED TRENCH :PROPOSED ER SE "" .!;.;:..:.:: ::,�::.,,....::•:�:� ExCAVATED AND STONED AY EL 13.8 E"�'"` ° I 15' WIDE N-"wrMmM--LL­n.. �� T"�a 3 - - P �2 __UTILITY EASEMENT_ ll11 rlL 1 r HIM"— � LAND N/F OF 292 WATERVIEW LLC TYPICAL DRYWELL CROSS SECTION D _WLL LL WELL I 16� ELEV. 15.5 \ (CONC. PRECAST COMPONENTS) LAND N/F OF s•sue MR NON-mArne erAsxe 0'STAB FOR TRAFi1C BEIVNIG $M BROWN APPROVED NIST PML CW I°UN V FRARf AND APPROVED OURET PRE LAND N/F WELL ZAFFINO OwMY SAND LRK.41 01& COVER TO GRADE To E&AA U OF 4 OtNGS DWELWNG \ wrnrco IID'/L Prta+W 1/a%1' g �td&SEDI4NT CO ROLS W/WELL —3' ® O O ❑ I PALE \ Shall include bLTt n t be limited to: o O D 0 SP FINE A well maintained Construction'Entrance, VETO DIUM Wire Backed Silt Fencing,stabilization& SAND \ Seeding of expos�d and/or inactive soils. WATER EL 1.3 WATER IN —14' \- DRAINAGE INSPE TIONS ARE REQUIRED PALE BROWN Contact TOS Engineering at 765-1560 before FINE Bac i(I, iSf�Prov a Engineer's Certification MEDIUM \ 3' M� 8' 1�' \ BACK FILL MATERIAL TO BE that the drainage has been installed to Code. MGoo Y 11. 1999 CLEAN SAND AND GRAVEL WATER (SERVICE DETAIL EASEMENT DETAIL `" S39'09'40"E 331.88' 20' X 1" COPPER TUBING o. .�' TYPE "K" SOFT COPPER TUBING o^ .............................................................................. ^ :15WIDE UTILITY EASEMENT'.':" N ,4 954 41S.F. or 0 11 ACR S`%" PROPOSED 322 RU s E :.... ::: :: , M. TO DWELLING----m— z N39'09'40"W 328.71' 1 1/2" PLASTIC PIPE 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PROPERTY LINE LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,284 SQ.FT. or 0.93 ACRES ELEVATION DATUM. _NAVD88------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC1URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PETER DUNN, MAP OF: APPROVAL OF STORMWATER MANAGEMENT FILED: CONTROL PLAN -T n Cade 36 Date: -T.((o SITUATED AT: SOUIMULD Approved by: TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r r,/ P.O. Box 153 Aquebogue, New York 11931 FILE # 15=194 SCALE: 1"=40' DATE: NOV. 8, 2015 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. L NO. 050882 maintaining the records of Robert J. Hennessy do Ken, ' M. Noychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 7 LOT(S):32.6 I I \ DWELLLING LAND N/F W/WELL DWELLUNG I OF DWELLLING \ LAND N/F \W/PUB LAND N/F LIC WATER OF GONZALEZ W/PUBLIC WATER OF WILKINSON I \ STARON \ LAND N/F DWELLLING © L OF ® CARLSON I S39009'40"E \ — 223.87' 6' STOCKADE FENCE / PIPE 6' STOCKADE FENCE 0 6 O 00 LAND N/F O OF Q WELL SCHILL & WOODHULL IW PROPOSED SOIL w Y STOCK PILE AREA DWELLUNG Z C>1 W/PUBLIC WATER © U Off• `1• J w LAND N/F y o QOF 3 &i o 0 0 w� LUTK SKI Z N So O WOOD = a a 1%y F- M N. DECK e �,O�WELLLING j a to - Z — 57 7, 22.4'o O� W/WELL o Cd 00 + DRY WELL 24.3' in in 18.0' 16.0' �� DRY WELL rr� U fa w 7 II 74 9 8 N �� B'DIAx6'DEEP 1 Q >j Ed W 8'DIAx6'DEEP FOUNDATION LOC. ;.T U w W W LAND N/F W n s.B' 03-21-17 N v Q j / 2 CONCRETE WASH OUTNl 'n TF=14.0 "� = W 3 o I �•1 ROTH ® a BED OF DRIVEWAY SED 24.3' to /'�� v� Q o y N W �1 Q O Y 56.4' z all Inp � 2 ►��— I C� 2 w¢ j PORCH 39.6. o` X N`o N' L`C u o x >C: 0 = PROPOSED I PROPOSED g Li I W DWELLLING I` U ONSTRUCTION ENT o I I 3-4 BEDROOM o 00 j ►.� p 00 W/PUBLIC WATER kO V_ AND STAGING ARal a I SYSTEM w a,,� N 1,000 GAL. S.T. oNy II I O LP L (2) 8'DIAx6'DEEP L.P. I W I DRY WELLTYPICAL SILT ¢ m I [� 81DIAx5'DEE SCREEN SECTION L _ ! I ^ GEOTEXTILE FABRIC 150.00' GUTTER r 7——J SUPPORT POSTS MON. DRAIN WOOD OR METAL .....::........:. ..:: ....... ._ ..::..:..:: FLOW DIRECTION 181.88 7 . FlmA TED FER SEAND.... PROP ... BACKTRENCH STONE D AY \ EXISTING GRO D 15' WIDE __ATE__.R =AD=#2 UTILITY EASEMENT \ -• _ - - - - - - - 1-6 2'NR TNM — � LAND N/F OF 292 WATERVIEW LLC TYPICAL DRYWELL CROSS SECTION D W/w LL WELL I �WELWNG6� ELEV. 15.5 \ (CONC. PRECAST COMPONENTS) LAND N/F G'SUB FOR NON-TRAFFIC BEARING OF S'SLAB FOR TRAFFIC BEARING HFAVY DUTY / I WELL SM BROWN APPROVED INLET PIPE CAST I FRAME AND APPROVED OUn.ET PIPE LAND N F ZAFFINO DAMP SAND MIN.4'DIA. COVER To GRADE TO EXPMSION RINGS OF PRCHED 1/8'/1• MIN.4•DM. DWELLLING PI+r++ED ERICSSON & I W/WELL —3'WHITEBROWN FINE SID TO MEDIUM SMDMAR 2 3 2017 ` � WATER — 5/� � EL 1.5 W TM IN14'C��` BROWN BUILDING DEPT, ` Toi� �F 50 �C� oMSANDEDIUM © L_j 8'- 17' K FILL MATEMAY 11, 1999 N SAND AN McDONALD GEOSCIENCE WATER SERVICE DETAIL © EASEMENT DETAIL w S39'09'40"E 331.88' 20' X 1" COPPER TUBING o TYPE "K" SOFT COPPER TUBING o.- :. : :: ..... ..... ............:. .. ..:. .. 15' WIDE UTILITY EASEMENT::;. ..':.'...'.'..: .:.' rop :.:...:.:::.....:•. .: 7 L0 (PROPOSED 322 RUN) :..: .......::.I —1W ...:.::...::..: 4,954.41 S.F. or 0 11 ACRES::::'::':.::•.'` "....... ^ h M. TO DWELLING—► Z N39'09'40'W 328.71' 1 1/2" PLASTIC PIPE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PROPERTY LINE LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,284 SQ.FT. or 0.93 ACRES ELEVA77ON DATUM. ___ -----— UNAU774ORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PETER DUNN; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design / P.O. Bog 153 Aquebogue, New York 11931 FILE # 15-194 SCALE: I"=40' DATE. NOV. 8, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 7 LOT(S):32.6 ` LAND N/F \ LAND N/F OF \ \ LAND N/F OF GONZALEZ OF WILKINSON STARON \i LAND N/F \ OF © \ © \ CARLSON S39009'40"E \ 223.87' \ — 1 — — — 6' STOCKAQE FENCE PIPE 1 6' STOCKADE FENCE 0 cp O 100 LAND N/F O ofWELL SCHILL & WOODHULL\ 0 w Cq I " � z 2 �O LAND N/F U isi OF LUTKOWSKI DRY WELL DRY WELL 8'DIAx6'DEEP 8'DIAx6'DEEP0 LP GAS BRICK ENCL.ci _— —— MON. O PATIO PORCH"i O oy 10 Z 57.7' WOOD o; 22.4"o WOOD QDECK � DECK 24.3 '::'in;. ;'18.0'::: 9.8' .: 041 gin I TY LAND N/F ArW N•; i v'`9.8";:, .;y:`DWELLINGS �I OF z 24.3'''`n �in FFL 15.2: Ui ROTH Q I_ PORCH 396• C 57Lij ' W ;t ,.cF. 4 .5' 63.5' 33' I I0r < Py LPA` IY, Al I L zp 94I DRY WELL a� 3-4 BEDROOMSYSTEM R 3o�ov'F I �i O P 1,000 GAL. S.T. 7• 3 150.00' MON. (2) 8'DIAx6'DEEP L.P. $?i-00.V. `p a • ..........•...... . . N3900 0 h I::::::.;:.::::::'. ::`':.::::::.:•:•::::.:.. :.....'.......:: WATER SERVICE :..:: :.::::.;'; :: ...... ::. \ ":: EXISTING::.::':...:. ..: ELEC. TRANS .••............. .... .... \ ELECTRICAL EASEMENT I STONE DRIVEWAY \ 300 S.F. 1 15' WIDE \ PRIVATE ROAD #2-7_ __UTILITY .__UT�� EASEMENT __.\- -- _ - -- ---- -- - - -= =----- - - -- - L— —— —— — — LAND N/F \ —— — —— — — — —— — — —— — — — OF O I \ 292 WATIRVIEW LLC WELL I \ I LAND N/F \ OF LAND N/F I \ I WELL ZAFFINO OF O \ ERICSSON I WHITE BUFF&K CC,UNTY DEPARTMENT OF HEALTH SERVICES � \ DRAINAGE CALCULATIONS: I 'APPROVALA51NtsLt FAMILY � � FOR �� ' \ A) DWELLING FOOTPRINT W/COVERED PORCH=2909 SQ.FT. ®age 7 H.S.����. 1 _/�Q o \ 2,909 x 0.166=483cf REQUIRED l (2) 8'DIA x 6' DEEP DRYWELL=506cf PROVIDED The lrMF8 disposal and Wit@f SUply fafaWjec (1) 8'DIA x 5' DEEP DRYWELL= 211 cf PROVIDED at thi6 ihOn have Wen \ B) DRIVEWAY=1,275 SQ.FT. inspected and/or certified by this Qapallmr:nt or other agencies and found to 1,275 x 0.166=211 cf be saflSfd{ FOR A MAXIMU j Fr I •Q BEDROdM& L® \ I Craig Knepper, P.E., Chief © EASEMENT DETAIL Off'a? O s a erg, w S39'09'40"E 331.88' SUlJECT TO COVENANTS 8t RCd N :,, : .:.:•.: .::::::..::::i' :.': ` 15' WIDE UTILITY EASEMENT; isti;;..:.::.:::.''`'.•::•i::::'r.iiir::;:.:r}.:: ,o°O E�TRIGTIONS �o�ER /2 7 `n :.:: '.::::. .:::.:.;.'.: ':rr.."::,:: :.::.......:•'4,954.41 S.F. or 0.11 ACRES-::::'.::;::?•;:;r r:r r:.'. ';:; ' q :..,....... ........... -- PAGE 2� N39'09'40'W 328.71' FINAL SURVEY 08-25-18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ADD ELEC. EASEMENT 10-4-17 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 40,284 SQ.F7. or 0.93 ACRES ELEVA77ON.DATUM. UNAUTHORIZED ALTERA77ON OR ADD177ON TO 7741S SURVEY IS A VIOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777ZE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E S7RUC77JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 77-IE PROPERTY LINES OR_ TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPER QCERTIFIED T0: PETER DUNN; MAP OF: D � FILED: SEP 18 2018 SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD RUMDING DEPT. KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK TOY^ m'11V SIC)ITTITOLI Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE # 15-194 SCALE: 1"=40' DATE: NOV. 8, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk BANOD-1 OND: CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 02/28/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 631-421-0505 CONTACT Joseph P.O'Brien Agency,Inc. PHONE 631-421-0505 FAx 631-421-0063 454 New York AvenueINC,No,Ext): A/c,No): Huntington,NY 11743 2DREss: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Main Street America 29939 INSURED BANO DRAINAGE CORP INSURER B..NGM Insurance Company 14788 PO BOX 481 INSURER C: CALVERTON, NY 11933 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTRR ADDL SUB POLICY EFF POLICY EXP TYPE OF INSURANCE N POLICYNUMBER p 101LIp MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR X MPV22759 02/10/2017 02/10/2018 DAMAGE TO RENTED nce $ 500,000 X CONTRACTUAL LIAB MED EXP An one person) $ 10,000 -PERSONAL&ADV INJURY $ 1'000'000 hGEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2'000'000 POLICY 191 Moi EILOC PRODUCTS-COMPIOP AGG $ 2'000,000 OTHER $ COMBINED SINGLE LIMIT 1,000,000 B AUTOMOBILE LIABILITY a I $ ANY AUTO 81 V22759 02/10/2017 0211012018 BODILY INJURY PerPerson) $ AWTOS ONLY X SCHEDULED BODILY INJURY Per accident $ X HIRED X N3N-OWNED PPReOPPErAR-rscdTnDAMAGE $ AUTOS ONLY A TOS ONLY UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE DED I I RETENTION$ $ A WORKERS COMPENSATION X I PER EIR OTH- AND EMPLOYERS'LIABILITY TAT TE ANY PROPRIETORIPARTNER/EXECUTIVE a CV22759 01/01/2017 01/01/2018 E L EACH ACCIDENT $ 100'000 OFFICER/MEMBER EXCLUDED? NIA 100,000 (Mandatory in NH) EL DISEASE-FJIEMPLOYEE $ If yes,describe under 600,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) TOWN OF SOUTHOLD IS INCLUDED AS ADDITIONAL INSURED AS PER WRITTEN CONTRACT CERTIFICATE HOLDER CANCELLATION SOUTHOL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZEp�DDR_EPRESENTATWE ✓P.:;, ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved: The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured BANO DRAINAGE CORP. 631-3369-3886 P.O.BOX 481 CALVERTON NY 11933 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required ifcoverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up Id.Federal Employer Identification Number of Insured Policy) or Social Security Number 11-2481551 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) MAIN STREET AMERICA TOWN OF SOUTHOLD 3b.Policy Number of entity listed in box"la" 54375 ROUTE 25 WCV22759 SOUTHOLD NY 11971 3c. Policy effective period 01/O1/17 to 01/01/18 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box"la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box`13c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate bolder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. f`� Approved by: hln J.fJ Brien \ Mintpame of aluthort&A j reblsesentativeJo)r licensed agent of insurance carrier) Approved by: f"£t";_ ' �` 02/28/17 Signature)6' (Date) � Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it C-105.2(9-07) www.wcb.state.ny.us Workers' CERTIFICATE OF INSURANCE COVERAGE il3oerd C°r>�ensatlm UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured BANO DRAINAGE CORP 631-369-3886 1c.NYS Unemployment Insurance Employer Registration Number of Insured PO BOX 481 560923 CALVERTON NY 11933 1d.Federal Employer Identification Number of Insured or Social Security Number 112481551 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 3b.Policy Number of Entity listed in box"1a": 54375 ROUTE 25 DBL206882 SOUTHOLD NY 11971 3c.Policy effective period: 01/01/2017 to 12/31/2017 4.Policy covers: a. © All of the employer's employees eligible under the New York Disability Benefits Law b. Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. 9 Date Signed 2/28/2017 By �( 1 ,hf (Signature of insurance carrier's authorized representative or NYS Licensed insurance Agent of that insurance career) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be trailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to al I of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those Insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(9-15) �1 1 1 1 t� C-� 3 3 'r� n If 3 �l l� h 1 D VAN; Ju- �C �Gou 3 T o ti ►1�,l lfl , 16 /DA AO c.&d G� fo yeti pi ro QO oo(O 13 v 's �•C TO bc, /3 su.r- 3% roto V5 Y 13.C ) - 0 YA i<13 REScheck Software ersi 4.6.3 Compliance Certificate (:Du:nn1]50f481f7 �) 1EQ20dLEProjectDEC - 6 2016 Energy Code: 2015 IECC Location: Southold, New York BUXDING DE1PT, Construction Type- Single-family TOWN o SOUTROLD Project Type: New Construction Conditioned Floor Area: 2,168 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 520 Private Road Pete&Barbara Dunn Mike Loy Southold, NY 2374 Oakdale Ave Southland Log Homes Seaford, NY 11971 PO Box 1668 Irmo,SC 29063 Compliance: 6.3%Better Than Code Maximum UA. 428 Your UA 401 Maximum 51-IGC: 0.40 Your SIiGC 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules., It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies IMF, q. Ceiling 1: Flat Ceiling or Scissor Truss 1,501 38.0 0.0 0.030 45 Ceiling 2• Cathedral Ceding 528 38.0 0.0 0.027 14 Wall 1: Log: EWP, 8 Inch 1,900 0.0 0.0 0.087 137 Window 1: Wood Frame:Double Pane with Low-E 170 0.290 49 SHGC: 0.21 Door 1: Glass 40 0.260 10 SHGC: 0.19 Door 2: Glass 120 0.340 41 SHGC 0.34 Wall 2: Wood Frame, 16" o.c. 81 19.0 0.0 0.060 4 Door 3: Glass 20 0.290 6 SHGC: 0.19 Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space 2,029 19.0 0.0 0.047 95 Project Title: Dunn 1504817 Report date: 11/30/16 Data filename: G:\Cadhold\RES Check\Dunn1504817.rck Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirem n listed in the REScheck Inspection Checklist. VIA)&-Q- Lzq VP. r Name-Title Signature Date Project Title: Dunn 1504817 Report date: 11/30/16 Data filename: G:\Cadhold\RES Check\Dunnl5048l7.rck Page 2 of 10 RE c eck Software Version 4.6.3 Inspection , Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field.Verified # Fre-inspection/Plan Review Value Value Coen )lies? Comments/A�ssurnptions & Req ID i 103.1, ;Construction drawings and4 s ❑Complies 103.2 'documentation demonstrate I - ❑Does Not [PR111 energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable ,construction documents. 103.1, ;Construction drawings and l ❑Complies 103.2, documentation demonstrate I w.❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. �-�❑Not Observable ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate s ;compliance with the IECC 'Commercial Provisions. 302,1, ;,Heating and cooling equipment is; Heating: Heating: ❑Complies , 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ?on loads calculated per ACCA g:g: Cooling:; Manual J or other methods /hr Btu/hrlin ❑Not Observable Btu Cooling: $approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ;Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 11/30/16 Data filename: G:\Cadhold\RES Check\Dunn1504817.rck Page 3 of 10 ` ` Section _T_; # Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;,E]Complies [FO1112 protect exposed exterior insulation 'E]Does Not and extends a minimum of 6 in. below F�Not Observable E]Not Applicable '4i53.9 'Snow-and ice-melting system controls:E]Com plies [FO12]2 installed. T]Does Not :7Not Observable :E]Not Applicable AdditiomaUCmmmmmants/Assmmmp0mms: 1 'High Impact(Tier 1) _F2 Medium Impact(Tier 2) 3 !Low impact(Tier 3) ' ` Project Title: Dunn l5O48l7 Report date: lI/]U/lb Data filename: G:\Cadho|d\RESCheck\ounnl5O4Dl7.nck Page 4cfI0 j 1 i High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 11/30/16 Data filename: G:\Cadhold\RES Check\Dunnl504817.rck Page 6 of 10 section J dans erified Field Verified L Insulation Inspection Value Value C. plies? Comments/Assumptions & Req ID 303.1 iAll installed insulation is labeled ElComplies [(N13]2 �orthe installed R-values ;E:]Does Not provided. E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- E]Complies See the Envelope Assemblies 402.2.6 table for values. F-1 Wood F-1 Wood E]Does Not [IN1]1 E] Steel ❑ Steel 7Not Observable E]Not Applicable 303.2, Flo6r insulation installed per ElComplies 402.2.7 manufacturer's instructions and E Eboes Not (IN2]1 in substantial contact with the E]Not Observable underside of the subfloor, or floor framing cavity insulation is in E]Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- Ecompi es See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood 7 Wood E]Does Not table for values 402.2.6 wall insulation on the wall E] Mass E] Mass E]Not Observable [IN3]1 exterior,the exterior insulation E] Steel E-] Steel []Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed per Ecomplies [IN4]1 manufacturer's instructions. i ElDoes Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 11/30/16 Data filename: G:\Cadhold\RES Check\Dunn1504817.rc:k Page 7 of 10 ` . nal Inspectio n Provisions Plans Ver Me Fi Id Verified Complies? ments/Assumptions alue Value ECOM 402.1.1, Ceiling insulation R-value. R- R- ElComplies 'See the Envelope Assemblies 402.2.1, F� Wood 7 Wood E]Does Not table for values 402.2.2, E] Steel E] Steel [:]Not Observable 402.2.6 303.1.1.1, Ceiling insulation installed per "Elcomplies 303.2 manufacturer's instructions. :E]Does Not [F1211 Blown insulation marked every E]Not Observable 300 ft2. E]Not Applicable 402.2.3 :Vented attics with air permeable [F122]2 insulation include baffle adjacent E]Does Not Jo soffit and eave vents that E]Not Observable extends over insulation. CINot Applicable 402.2.4 Attic access hatch and door R- R- EICOMPI es [F1311 insulation 2!R-value of the ElDoes Not adjacent assembly. E]Not Observable EINot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies [FI1711 ach in Climate Zones 1-2,and EDoes Not <=3 ach in Climate Zones 3-8. E]Not Observable EINot Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 :E]Complies <=3 cfm/100 ft2 without air E]Does Not [:]Not Observable handier @ 25 Pa. For rough-in tests,verification may need to EINot Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/1 0 0 cfm/100 E]Complies either: Rough-in test:Total leakage measured with a !E]Not Observable 'EINot Applicable pressure differential of 0.1 inch w.g.across the system including the manufacturer's air handier enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handier enclosure. 403.3.2.1 Air handler leakage designated ElComplies [F12411 by manufacturer at<=2%of E]Does Not design air flow. Observable 'EINot Applicable- 403.1.1 Programmable thermostats E]Complies [Flg]2 installed for control of primary :E]Does Not 'heating and cooling systems and EINot Observable initially set by manufacturer to ,;E]Not Applicable !code specifications. 403.1.2, 'Heat pump thermostat installed ElComplies [FI1012 ion heat pumps. E]Does Not E]Not Observable ;EJNot Applicable 403.5.1 Circulating service hot water 'ElComplies 'E]Does Not [FI1112 'systems have automatic or accessible manual controls. E]Not Observable EINot Applicable I I iHigh Impact(Tier 1) 2 Medium Impact(Tier 2) iact(Tier 3) Project Title: Dunn l5O4Ol7 Report date: 11/30/16 Data filename: G:\Cadho|d\RES [heck\Dunnl5O48l7.nck Page 8ofI0 section Plans Verified Field Verified Final inspection Provisions Complies? Comments/Assumptions Sc Req ID Value Value 403.6,1 Al mechanical ventilation system ; ❑Complies [F125]2- 'fans not part of tested and listed �= ° - ❑Does Not HVAC equipment meet efficacy f ;and airflow limits. ❑Not Observable ; ❑Not Applicable 403.2" =Hot water boilers supplying heat ❑Complies [FI26]2 ;through one-or two-pipe heating ' ❑Does Not ;systems have outdoor setback # control to lower boiler water I - M ❑Not Observable 'temperature based on outdoor 4❑Not Applicable 'temperature. 403.5,1.1,;Heated water circulation systems `> ❑Complies [F128]2 have a circulation pump."the i " < ❑Does Not ;system return pipe is a dedicated t return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ( ❑Not Applicable ?syphon circulation systems are not present. Controls for !circulating hot water system pumps start the pump with signal ifor hot water demand within the ,occupancy. Controls automatically turn off the pump ' ;when water is in circulation loop i is at set-point temperature and i no demand for hot water exists. 4035.1.2 ;Electric heat trace systems ;y,M M }:❑Complies ,[F129J2 ;comply with IEEE 515.1 or UL yM5.Controls automatically 4 ❑Does Not g []Not Observable ' adjust the energy input to the 4 sheat tracing to maintain the °❑Not Applicable ; desired water temperature in the ; iplping• s 403.5.2 ?Water distribution systems that ❑Complies [FI30]2 ?have recirculation pumps that ❑Does Not ;pump water from a heated water ;supply pipe back to the heated ❑Not Observable ; :.water source through a cold ❑Not Applicable ; ;water supply pipe have a i ;demand recirculation water I .�. =system. Pumps have controls " a . ,: ,that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 'Drain water heat recovery units ❑Complies ; [F131]2 Itested in accordance with CSA t ❑Does Not B55.1. Potable water-side pressure loss of drain water heat { Y„ E❑Not Observable 'recovery units< 3 psi for E. ❑Not Applicable ; ,individual units connected to one a ; or two showers. Potable water- side pressure loss of drain water S ;heat recovery units < 2 psi for iindividual units connected to =three or more showers. {: 404.1 ;75%of lamps in permanent ❑Complies IFI611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage F []Not Observable i lighting. r❑Not Applicable 404.1.1 '•Fuel gas lighting systems have ," '❑Complies ; [FI23]3 'no continuous pilot light. ❑Does Not ❑Not Observable ' .❑Not Applicable 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3`;Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 11/30/16 Data filename: G:\Cadhold\RES Check\Dunnl504817.rck Page 9 of 10 . . ` Section Plans Verified Field Verified Final Inspection Provisions Value Value complies?Tcomments/Assumptions 401.3 Compliance certificate posted. ElComplies [F17]2 E]Does Not E]Not Observable E]Not Applicable 303.3 Manufacturer manuals for ElComplies F11815 mechanical and water heating []Does Not :systems have been provided. [-]Not Observable E]Not Applicable AdditiomaUCmmxmneots/Assmmmptioms: , 1 !High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 11/30/16 ` ` ` ` Data fi|enanne: G:\Cadho|d\RES [hssk\Dunnl5O48I7.rck Page l0nfl0 / ' 2015 MCC Energy Ef r. ^ Y `tmgf 01 Cate- Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 0.21 Door 0.34 0.34 Heating System: Cooling System: Water Heater: Name: Date: Comments ` . ^ ^ Sec ion Pla ns Verified Field Verified Framing Rough-in Inspection Complies? Comments/Assumptions' 402.1.1, Glazing U-factor(area-weighted U- U_ ElComplies ;See the Envelope Assemblies 402.3.1, average). E]Does Not table for values 402.3.6, E]Not Observable 402.5 EINot Applicable 303.1.3 U-factors of fenestration products 'Elco,mplies [FR411 are determined in accordance :E]Does Not with the NFRC test procedure or taken from the default table. :E]Not Observable 'E]Not Applicable 402.4.1.1 Air barrier and thermal barrier OComplies [FR23]1 installed per manufacturer's 'E]Does Not Observable E]Not Applicable 402.4.3 Fenestration that is not site built ElComplies [FR20]1 is listed and labeled as meeting E]Does Not or has infiltration rates per NFRC ENot Observable 400 that do not exceed code []Not Applicable 40�.45 [C-rated recessed lighting fixtures EComplies [FR16]2 sealed at housing/interior finish DDoes Not ,and labeled to indicate :52.0 cfm []Not Observable leakage at 75 Pa. E]Not Applicable 403.2.1 Supply and return ducts in attics DComplies [FR12]1 'insulated >= R-8 where duct is []Does Not >= 3 inches in diameter and >= E]Not Observable R-6 where < 3 inches.Supply and EJNot Applicable ,return ducts in other portions of the building insulated >= R-6 for 'diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. ElComplies 403.3.3.5 Building cavities are not used as .[]Not Observable .*E]Not Applicable 403.4 �HVAC piping conveying fluids R- R- ElComplies (FR17]2 ',above 105 9F or chilled fluids E]Does Not ;below 55 LIF are insulated to �!R- []Not Observable E]Not Applicable 403.4.1 Protection of insulation on HVAC ElComplies [FR2411 piping. ';E]Does Not *E]Not Observable E:]Not Applicable 403,53 Hot water pipes are insulated to R- R- DComplies []Not Observable E]Not Applicable 403,6 �Automatic or gravity dampers are ElComplies [FR19]2 installed on all outdoor air :[]Does Not Jntakes and exhausts. 1E]Not Observable E]Not Applicable AdditiomaUCmoummamts/Assmmmptimms: 111 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Pngect'nUe: Dunn I5O48l7 Report date: Il/]O/lO Data filename: G:\Cadho|d\RESChecNDunnl5O4Dl7.nck Page 5oflO .l ` r REScheck Software Version 4.6.5 Compliance Certificate Project Dunn 1504817 Energy Code; 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type;" New Construction Conditioned Floor Area: 2,168 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent? Designer/Contractor: 520 Private Road Pete&Barbara Dunn Mike Loy Southold, NY 2374 Oakdale Ave Southland Log Homes Seaford,NY 11971 PO Box 1668 Irmo,SC 29063 Compliance: 6.3°/9*etter Than Code Maximum UA:,I 42 Your U& 443. Maximum SHGC: 0.410 Your SHGC-. 0.25 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade4ft rules. It DOES NOT provide an estimate of energy use or cost relative to a mJnimum=code home: D `� Envelope Assemblies • Assembly Gross Area cavity Cont. Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 1,50U38.0 0.0 0.030 45 Ceiling 2.,Cathedral Ceiling 520.0 0.027 14 Wall 1:Log;EWP,8 inch 1,900.0 0.087 137 Window 1t Wood Frame.Double Pane with Low-E 170.290 49 SHGC;0,21 Door 1:,Glass" 40 0.260 10 SHGC:0.19 Door 2:Glass 120 0.340 41 SHGC;'0.34 Wall 2:Wood Frame,16' mc. 81 19.0 O:0 0.060 4 Door 3;Glass 20 0.290 6 SHGC:0.19 Floor 1:AWWWood J oist/Truss:Over Unconditioned Space 2,029 19.01 0.0 0.047 95 I 3 Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: G:1Cadhold\RES Check\Dunnl504817.rck Page 1 of 10 i Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version -4-.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. (2 le rq Name-Title ��— Signature Date Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: G:\Cadhold\RES Check\Dunn1504817.rck Page 2 of 10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the REScheck software Text in the-"'Comments/Assumptionsn'column is provided by the user in the REScheck Requirements screen.For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being cfaimed. Where compliance is Itemized in a separate table, a reference to that table is provided. "Sectlonx r•M.«„-�...., �_.. .�_,...._...._....~.� :.~.y __. .,,�:.,;�;�;:,.�..i, . .._'���Y��;.�.~e > .. '.. < ... .� .. ,, ---i' Ians�Verlfi iii _ #, Prettlns 'e lon/P F P e kFleldLVerified,., ='. mob, p tt Ian Revle"w �, « : y g -, Complles7CommentslAssumptlons W :Ib d .�:, `i t Value' L;°�� 103.1, ;Construction drawings and DComplies 103.2 ;documentation demonstrate4`` DDoes Not [PR1J' ;energy code compliance for the ;building envelope,Thermal ~~ ]Not Observable , 'envelope represented an DNot Applicable ; construction documents. <" 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate " ❑Does Not 403.7 ;energy code compliance for , . [PR31' lighting and mechanical systems. ~' .`[]Not Observable 1Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ... ":✓ sx ;compliance with the IECC Commercial Provisions. 302U1; Heating and cooling equipment is; Heating: ; Heating: ,DComplies 40317 , sized per ACOA Manual-S based <., Btulhr : Btu/hr gDDoes Not ?; [PR2R on loads calculated per ACCA Cooling: Cooling: i Manual J or other methods ; Btu/hr ;s Btu/hr ❑Not Observable ; approved by the code official., ;. ;DNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) „2 Medium Impact(Tier 2) <3i. Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: GACadholdlRES Check\Dunn1504817.rck Page 3 of10 7 „.r f, Foundatlonr[nspectlon, Coniplies7 Co'nnmeats%Assumptions? a D, , . SQ3 2;1 QI A protective covering Is installed to °❑Complies Viprotect exposed exterior insulation ;Does Not and extends a minimum of 61n,below ,. .•, ;� []Not Observable grade: w•. UNot Applicable ;403 9' Snow-and ice-melting system controls EComplies installed. PDoes Not 0 ;❑Not Observable; ;❑Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) '2 Medium Impact(Tier 2) 3`. Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: GACadhold\RES Check\Dunn1504817.rck Page 4 of 10 Sectlan:r # F�aming/,Riiiigh,ln inspectionPianVsa>Vleuerlfled Fieli1t 6-r- a�ul,.if. ...d,. Cmments/Assumf�p tions'&ite __ 402.1.1,' 'Glazing U-factor(area-weighted U U= OComplies See the Envelope Assemblies 402.3.1, 'average). ❑Does Not table for values. 402.3.3;- 402.5 ❑Not Observable [FR211 ❑Not Applicable 5 4 303.1.3 ;U-factors of fenestration products. x °. `"r;"-": 5,` „. °;" ❑Complies [ kw FR411 :are determined in accordance x<. J , ,.. - ❑Does Not with the NFRC test procedure orz, ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1,1 ;Air barrier and thermal barrier E % `'; y: a ❑Complies [FR2311 ;installed per manufacturer's , :,-> . �; "'' '''•F ❑Does Not 'instructions, ' ; I r �t • ',: '` E`Y �. ❑Not Observable , " - ONot Applicable 402.4:3 ;Fenestration that is not site built '`` ' `�-'`� ��;, � �Ny"�<,<µs,;^`�❑Complies [FR201I is listed and labeled as meeting []Does Not AAMA/WDMAICSA 101/1.5.2/A44Q � `=` yw- " ;or has infiltration rates per NFRC ❑Not Observable ' 1400 that do not exceed code 8 `¢°, 0Not Applicable c �IIrrllts, 402:4[="- IGrated`recessed`lighting'fixtures ,_. " `.h `"=`"'- '�yOComplies (Fii161 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm K leakage at 75 Pa., »;, r " : ;' []Not Observable ❑Not Applicable ; 403.3.1 :Supply and return ducts in attics� ._ p„ ❑Complies [FR1211 insulated>!�•13-8 where duct is ; .'' > .,@ '': x "', ❑Does Not >=3 inches in diameter and l&. 11-6 where<3 inches.Supply and µ` k ""• h <°._: � ''[]Not Observable PP Y ,.sr` r: v []Not Applicable return ducts in other portions of i - ' the buildin insulated>="Rc g 6 for ,diameter>=3 inches and R-4.2 Ifor<3 inches in dlameter: 403:3:5 Building cavitles are not used as, Ffi? ';i ❑Complies [FR1513." ducts or plenums.. y _:- ;, .�O Y F Does Not ate`=`°,,n�, �q•, , ;' °�• , , ❑Not Observable ❑Not Applicable ' 403:4; HVAC piping conveying fluids 1 R- R. (❑Complies [FR171z above 105 OF or chilled fluids jODoes Not below 55 9F are insulated to aR- i ?• 3, []Not Observable Y k, :[]Not Applicable 403.4.1 :Protection of insulation on HVAC '• ❑Complies [FR2411 ;piping. i.` ❑Does Not ❑Not Observable ®f h ,y;' y, s•,; "r3 ❑Not Applicable 403:5:31.,; Hot water plpes are Insulated to I R- R- ,❑Complies IFR181 V aR-3,. ❑Does Not �.; ONotObservable i .❑Not Applicable 403 64;'''°'`.. Automatic or gravity dampers are ' ;- ? f r ❑Complies [FR19]2 installed on all outdoor airDoes Not < intakes and exhausts. amu' '" „<% "93, ;❑Not Observable ` QONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 FMediurn impact(Tier 2) J.'3,1 Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: G:\Cadhold\RES CheckWunn1504817,rck Page 5 Df10 I High Impact(Tier 1) ':2` Medium Impact(Tier 2) 3'; Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: G:\Cadhold\RES Check\Dunnl5048l7.rck Page 6 of 5#low [nsul ' ation ins ectlon:- Pians,.errjfietl: Field Verified 5__•p Complies? iCoinments/Assuinptlons ` Value" «. . Value aw•s: -.. 1131, " a All installed Insulation is labeled ❑Complies a u or the installed R-v ;V ❑Does Not provided, "LL ut H '. .-4 ,;;A. ❑Not Observable e ;^ ;` ,� :< ❑Not Applicable a,� 402.1,1, Floor insulation IT-value, R- R-_ (]Complies ',Seethe Envelope Assemblies 4022;5' ;❑ Wood -❑ Wood s❑Does Not table for values, [INl]i ;❑ Steel t❑ Steel - a ;[]Not Observable,' ° ;❑Not Applicable s 303.2, `Floor insulation installed per"' ❑Complies 402.2.7 manufacturers instructions and , s ❑Does Not [IN211 "in substantial contact with the ❑Not Observable , '.underside of the subfloor,or floor< ❑Not A licable ` ,,framing cavity Insulation Is in PP ,contact with the top side of �" _ sheathing,or contlnuous- ' g �_ insulation is installed oil the underside of floor framing and �r (,extends from the bottom to the : Y top of all perimeter floor framing members: 402.1;1, ;Wall insulation R-value.If this`is a", R- ; R-. ❑Complies :See the Envelope Assemblies 402.2,5, 'mass wall with at least 1h of the 'I]Wood ;❑ Wood Does Not ,table for values. 402:2,6 'wall insulation on the wall. Mass [IN3j1"` ;exterior,the exterior insulation ❑ i❑ Mass ;❑Not Observable irequirement applies(171110). ;❑ Steel i❑ Steel ;❑Not Applicable -m 3 n i i Y, 303.2 'Wall insulatiori'is installed per ": ,' "" •`` ❑Complies [IN4]1 'rmanufacturer"s instructions. goes Not ❑ j V. ❑Not Observable ; []Not Applicable Additional Comments/Assumptions:, 1 High Impact(Tier 1) 2F. Medium Impact(Tier 2) 3 Law Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 Data filename:G:1Cadhold\RES Check\Dunn1504817,rck Page 7 of10 # 'Fj iall•Inspectlon'P�roirisions ';rPlans verified `Eietil Verlfled' =wComplies? Comments/Assumptions" &"Re 'ID' = 6Value Value. F 402.1.11 =Ce€ling insulation R-value. R w R- '❑Complies :See the Envelope Assemblies 402.2.1, ;❑ Wood ,❑ Wood •;❑Does Not table for values. 402.2.2, ❑ steel ❑ Steel :❑Not Observable E 402.2.6 k I [FIV ;❑Not Applicable f 4 � t 303.1.1.1,tCeiling insulation installed per ';:,r P`❑Complies❑Does Not 303.2 manufacturer's instructions. a,- ' `', g ; [F1211 Blown insulation marked every ❑Not Observable `300 ftp. sg ❑Not Applicable ' 402:2:3 Vented attics with air permeable `� []complies ` z -;" ! [FI221; insulation include baffle adjacent _ �: ❑Does Not to soffit and eave vents that extends over insulation. A' ' -` []Not Observable > ; ❑Not Applicable j 402.2.4 ',Attic access hatch and door R- R- '❑Complies [F1311 =insulation all-value of the ,❑Does Not ;adjacent assembly. ' '. ;❑Not Observable s❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50=_ ;❑Complies [FI1711 xach in Climate Zones 1-2,and s t❑Does Not <-3 ach in Climate Zones 3-8. ,❑Not Observable P ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 u cfm/100 cfm/100 1,0complies [F1411 cfm/100 ft2 across the system or R ft2 ft7 ;❑Does Not <-3 cfm/100 ft2 without air I handler @ 25 Pa.For rough-in =❑Nat Observable :tests,verification may need to °❑Not Applicable :occur during Framing Inspection. , ! 4033.3 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies 1192711 :determine air leakage with ftZ : ft2 ;❑Does Not ;either:Rough-in test:.Totai leakage measured with a :❑Not Observable :pressure differential of 0.1 inch_ ;❑Not Applicable iw.g,across the system including ;the manufacturers air handler !enclosure if Installed at time of I ' ;test,Postconstruction test:Total i ,leakage measured with a ! pressure differential of 0.1 inch ! ;w.g:.across the entire system j ! ;including the manufacturer's air ;handler enclosure. f. ! 403.3.2.1 "Air handler leakage designated ' ❑Complies [FI24]1 by manufacturer at«2%of ^' w W ❑Does Not design air flow, ONot Observable: ❑Not Applicable 40 ❑Comlies3:1':1. :Programmable thermostats �,.�;, �;� � p J? , ',installed for control of primary ❑Does Not'f heating and cooling.systems and �. ❑Not Observable" iinitially set by manufacturer to •- s code specifications, - ❑Not Applicable 40311Z ,s Heat pump thermostat installed g. ❑Complies [FIIO]? on heat pumps. " g ❑ �j � �� �1��, Does Not ❑Not Observable • 4 04❑Not Applicable t .u., 403:5:1 WjCirculating service hot water ` ' , ❑Complies [FIYl]Isystems have automatic or *_ , -°"`` -. ❑Does Not \ accessible manual controls. " �.,r, ;>;a'" 4❑Not Observable .a ❑Not Applicable . � ,A 1 I High impact(Tier 1) T2-, Medium Impact(Tier 2) 3; Low Impact(Tier 3) \\\ProjectTitle: Dunn 1504817 Report date: 07/17/18 Data filename: G:\Cadhold\RE5 Check1Dunn1504817.rck Page 8 of 10 ,Y W. `Section' r' # €_f,Final#Inspei:tloii°Provls[ons- �'+Ions Verlfjed , „Fi "ld erlfled= ••yVkComplies7 t Comments%Assuinptlons Value: ,Value a -' - i. y 403:6 1 a AN mechanical ventilation system *. .' ' ,;-`; ❑ o �: C mplies [92512.,',' fans not part of testedand listed []Does Not ( - 33 HVAC equipment meet efficacyy, _ f` and air flow limits. []Not Observable. >.. . ..:x _j w .,. ❑Not Applicable ";.,Hot water boilers supplyingheat N -*' " � j� $, � �� �'�,❑Complies [FI26]3 through one or two-pipe heating K ODoes Not systems have outdoor setback control to lower boiler water 'ONot Observable , temperature based on outdoor $rte ONot Applicable i-• temperature. , 403:5:1`:3.} Heated water circulation systems `'" " OComplies ; [F12812,F e have a circulation pump,The 3--: ❑Does Not ' system return pipe is a dedicated return pipe or a cold water suPPIY ONot Observable ��«�� � pipe.Gravity and thermos- .: z, ONot Applicable ; ss «,a .,7 syphon circulation systems are ;-•$ `'..K I not present.Controls for `circulating hot water system pumps start the pump with signal' for hot water demand within the -- occupancy.Controls automatically turn off the pump 4 when water is in circulation loop p� " - is at set-point temperature and A no demand for hot water exists. " (comply with IEEE 515.1 or UL 403:St1'25 Electric heat trace systems r':. `"m . _� ❑Complies ; [F.)24 .'." iLJDoes Not j 515.Controls automatically adjust the energy input to the '`"`'&' ❑Not Observable ; iheat tracing to maintain the ❑Not Applicable desired water temperature in the :.; 403!52 ;Water distribution systems that _ &' OComplies [F[301? 3; have recirculation pumps that " ` '� . : ❑Does Not pump water from a heated water r �, supply pipe back to the heated '`' ` ONot Observable ; "P , water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water = system.Pumps have controls S. q '.� :,fib 'P,�•,.,. that manage operation of the F'i pump and limit the temperature , , of the water entering the coldft ; r•, water piping to 1049F. ; I 403:5:4: Drain water heat recovery units ❑Complies iF131F ,.: tested in accordance with CSA �:, ❑Does Not I :R• ° B55.1.Potable water-side t i pressure loss of drain water heat ' pcf ,.x„gig, ❑Not Observable ; • recovery units<3 psi for -. s ” ONot Applicable ... . w ., i " individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units< 2 psi for n' - t individual units connected to r three or more showers. s '•„ w ` 404.1 35%of lamps in permanent ' ❑Complies` ; (FI6]1 fixtures or 75%of permanent m ❑Does Not ;fixtures have high efficacy lamps. 'Does not apply to low-voltage Oro R. �' n3„= _° ONot Observable lighting. �j ONot Applicable 404.1.1 Fuel gas lighting systems have OComlies; = p [F123]3' =no continuous pilot light. ''' ' K ws> El Not ' ONot Observable ONot Applicable 1 1HIgh Impact(Tier 1) ..2� Medium Impact(Tier 2) ;3'; Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 \� Data filename: G:1Cadhold\RES Check\Dunn1504817.rck Page 9 of 10 Sections :d !d ,. .._. # f -Flna[tlnspectioiigProvlslons;W a1u � a sV lues Com` Iles? CommenWAssumpttons pians. Fi ed. &Re .ID, 'V ,P ,. 4010-V - Compliance certificate posted." `` ""�" " "' ❑Complies [FI7j? -]Does Not ❑Not Observable ❑Not Applicable 303.3,"- """'Manufacturer manuals for ❑Complies IFIIB)�, `('mechanical and water heating ;' ,'❑Does Not = ;systems have been provided. _ - f ❑Nbt Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) :.2;Medium Impact(Tier 2) 3° Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07117/18 Data filename: G:1Cadhold\RES Check\Dunn1504817.rck Page 10 of10 � h 2015 1ECC Energy Efficiency Certificate Insulation Rating' Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating' CO-Factor SHGC.:_ Window 0.29 0.21 Door 0.34 0.34 Heating&Cooling Equipment Efficiency Heating:System• Cooling System: Water Heater: Name: Date: Comments I M1H ISO'_ 'A' ; 'T 122 Nut Tree Court � ENGINEERING Lexington,SC 29072 W SERVICES, LLC by 1@w slex.om August 9, 2018 To: Ms Dorthy Richberg (p) 803-407-4636 Southland Log Homes (f) 803-781-4128 7521 Broad River Road (e) drichberg@southlandloghomes.com Irmo, SC 29063 Project Dunn Residence Southhold,New York SLH Project No. 1504817 Re: R Value of Log Wall Dorthy Attached is the ResCheck indicating the assembly provides R38 and R19. Thank you Whisonant Engineering Services,LLC Bill Whisonant,PE �G 0$93 $ ` ��FSS ti0�4 4 V REScheck Software Version 4.6.5 Compliance Certificate Project Dunn 1504817 Energy Code; 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type; New Construction Conditioned Floor Area: 2,168 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 520 Private Road Pete&Barbara Dunn Mike Loy Southold, NY 2374 Oakdale Ave Southland Log Homes Seaford,NY 11971 PO Box 1568 Irmo,SC 29063 • • e •- oil Compliance: 6.39E Better Than Code Maximum UA: 428 Your UA: 401 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a mintmumcode home. Envelope Assemblies Gross Area Cavity nt Assembly or CO ' 1.1-Factor UA. Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 11501 38.0 0.0 0.030 45 Ceiling 2:Cathedral Ceiling 528 38.0 0.0 0.027 14 Wall 1: Log:EWP,8 inch 11900 0.0 0.0 0.087 137 Window 1:Wood Frame:Double Pane with Low-E 170 0.290 49 SHGC;0.21 Door 1:Glass 40 0.260 10 5HGC;0.19 Door 2:Glass 120 0.340 41 SHGC:0.34 Wall 2:Wood Frame,15"o.c. 81 19.0 0.0 0.060 4 Door 3:Glass 20 0,290 6 SHGC:0.19 Floor 1:All-Wood j oist/Truss:Over Unconditioned Space 2,029 19.0 0.0 0.047 95 Project Title: Dunn 1504817 Report date: 07/17/18 Data filename:G:\Cadhold\RES Check\Dunnl504817.rck Page 1 of 10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the R Scheck Inspection Checklist. 9 Name-Title Signature Date Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: GACadhold\RES Check\Dunnl504817.rck Page 2 of10 ! REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception Is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section - -.... j Plansrwerlfied' r Fle(d'Verffied # Pre_-lnspectloin/Plan;Revlew ,j Value, value 'Compiles? Comments/Assumptlons &R® .ID- i 103.1, !Construction drawings and OCompiies ; 103.2 documentation demonstrate ❑Does Not [PR111 :energy code compliance for the ;building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 1 energy code compliance for IPR311 ;lighting and mechanical systems. ❑Not Observable ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is, Heating: Heating: ❑complies 403.7 sized per ACCA Manual 5 based Btu/hr Btulhr ;❑Does Not [PR2i2- on loads calculated per Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 1FHigh Impact(Tier 1) 12 Medium Impact(Tier 2) -3 Low impact(Tier 3) Project Title:Dunn 1504817 Report date: 07/17/18 Data filename: GACadholdlRES ChecklDunn1504817.rck Page 3 of 10 P #' F_oundationlnspectio_n Complies? Comments/Assumptions 303.2:1 I A protective covering is installed to '❑Complies [FOlil? protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below, ;grade a❑Not Observable' _UNot Applicable 403.9' , ISnow-and ice-melting system controls,❑Complies [FO1212 Installed. ;❑Does Not '❑Not Observable ( ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 1Z 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dunn 1504817 Report date: 07/17/18 Data filename: GACadhold\RES Check%Dunn1504817.rck Page 4 of 10 20 kWl Fortress Standby Generator Page 1 of 1 Specs ®20 Wil"Fortress Standby Generator Model Number 040592 Running Watts(LP)* 20,000 Running Watts(NG)* 18,000 Engine Brand Briggs&Stratton Engine Series Vanguard- Engine Displacement(cc) 993 Operation Fully Automatic Running Amps(LP) 83.3 Voltage(V) 120/240V AC,Single Phase Alternator Type Computer Friendly Running Amps(NG) 75 NG Fuel Consumption** 50%Load=187 ft'/hr LP Fuel Consumption** 50%Load=2.31 gal/hr Battery/Battery Charger Yes Diagnostic Alerts with Remote Low Oil Shutdown,Engine Does Weekly Exerciser Yes System Status Not Start,Low Frequency,Engine Overspeed,Low Voltage,Low Overcrank Protection Yes Battery Voltage,Oil Temp High, Transfer Switch Fault Phase 1-Phase Length(in) 49.2 Height(in) 30.6 Width(in) 31.7 Warranty(Product)*** 10 Year Parts,Labor&Travel Weight(lbs) 443 Limited Warranty *NG=Natural Gas;LP=Liquid Propane. —Fuel consumption rates are estimated based on normal operating conditions at 1/2 load.Generator operation may be greatly affected by elevation and the cycling operation of multiple electrical appliances-fuel flow rates may vary depending on these factors. —See Operator's Manual for complete warranty details Transfer Switches AUG 1 1 2018 3TIMDE"TG DEPT. fan Pf�' � �z -�7 .&4w https://www.briggsandstratton.com/na/en us/Product-catalog/generators/standby-generator... 8/13/2018 a w � � • a o f c c m m z N N m m r n n m m r r 3 d L o o v a 0 0 0 0 o v b o v o 0 0 • N N N N N C O D D w D D D D A D O e �o a010 • m ' N O Z m Z m Zm Z m m Z m m 2 m m z m m Z m m M Q N Q N Q N Q Ol N Q Ol N Q 01 N Q 01 N Q a, N I ul N < Z < z < 2 K Z < Z ! z < z < Z m z m Z ! z < Z m Z < Z < z < z m z < z < z < Z < vmi O �n O Ci O N O vmi O ymi O vmi Q tmi, O N O N O ymi O v, O N O Imi, O vmi O Om O N O mw O M. 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A O O A A r r IAi, lAl, O O A A A O A N N lND OOi N w ONi W O N A N .V W tAn w A tmn V W t4.11 tNi� A � t • f, O O O O O O O O O O O O O O O O O O O O O O O O O O O O' O O O O q O O O O O LA wm O O O N N N N N N H N N N H N H H H N H F+ Y+ m 1+ N H N N N N N N N N N N C w H O N O N W O OD O OD O m O O, 00 01 00 Ol Oo O, co O, W N Oa l0 H w H 10 H O N O N O N w 00 O OD H O 3 O m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N W N W W A W A W d W A N W N W N W N W N IY N W N N N N 41 N IY N fY IL A W \ A w N w N w N w N w N w N 0 N w OD In w m N 00 m H, 00 H m H V N V G l0 N 0 , N 01 - 1 y 7700 WINDOWS " . ii• , •t r• ^ iWINDOWS&PDOW NCR The way it shote be.'' 11 • J '5 4 � _ YOU iXPECT A LOT FROM A WINDOW COMPANY. y -BUT N, -� Quality construction.That's what it's all about. r € It's why we're so confident that Wincoil 7700 windows represent some of the best thinking= in the industry.And it's why,once you see them for yourself,we think you'll agree.Beautiful designs.Dependable performance.Unmistak- able details.After all,you wouldn't settle for anything less.So,why would we7 " i 3 Beautifully beveled 1 vinyl profiles accurately p1� � reproduce the traditional look of wood. Proud to support breast cancer research. :, Orr � € n U T WHEN YOU THINK IT y �� " JJ SS CA 4T GET ANY BETTER, ° , k IT DOES. r OPTIONAL TRIPLE-PANE HIGH PERFORMANCE GLASS , Triple-pane Insulating glass unit features three panes of double strength glass that create two separate air spaces for increased resistance to temperature transfer. N S Krypton Gas Odorless,colorless non-toxic as that is YP � g heavier and more dense than air—thereby lowerin con- vection rates and increasing energy efficiency. m � Dual Low E Coatings ,Doubling the protection,a low emissivity coating is appliedto two glass surfaces. • Optimum Air Spate The air space inside the insulating glass unit is the optimum size for maximum efficiency. ' Dual Super Spacer®System Pre-desiccated struc- tural foam spacers separate each pane of glass,reducingw � ' � conduction and helping to maintain more even indoor .' :. temperatures, !s" tik " Style Availability Fin ©� M Double Slider End Venting Casement Awning Picture Patio Door • •. • • • . . - - f Hung Slider ' Size Ginitations tlo apphv Consult i-viih Insiele Sales prion to ordel-ing: •, - . . .. . Now DES GNJEME48NU GED WAY. r .F -T AND FOR THAT WE --�- OWE THEM A BIG FAT THANK YOU. 3 P As beautiful as they are on the outside,the real beauty of Wincore®7700 windows lies beneath the surface.With a host of the most popular homeowner features coupled with state-of-the-art,advanced manufacturing processes,each window in the 7700 i product lineup offers a dependable peace-of-mind performance.In addition,the low-maintenance vinyl can most often be cleaned with a damp cloth and resists fading and discoloring with age.But the best part is,every 7700 window features integral details for added insulation and maximum performance. I • Warranty coverage does not extend to problems caused by improper installation.Warranty issues must first be investigated by your installation contractor See printed warranty brochure supplied at installation for complete details or visit www.wmcorewindows com. At the point where operable ' _ sash meet,the interlocking design of the meeting rail or stile keeps sash 4" ' • = together tightly around • •_• _ J4,. weatherstripping to further •�.. , F • ,•,-• . • . :,: increase weather resistance.------------ -« + -•• - •• • .4 r Double Hung windows _ a - � �• . • $�; �...' feature two vent latches for , U 43 '` ''' i�``, •- T;° partial ventilation.` r IM l�y� •- • • • • .. to 3i�fi.3� • ••• • • • '.-t _ ^,F , ,, { 03. s us Windows with operable sash �� .' ° • - �.` move smoothly and easily • •• • • ?. ' l�s :_�;"`` �,„ _• • because of a 3/4"constant force f coil spring balance system. 3,���'#t 4t,titi�,-`3� "-�.s�.sa"v' c' ��� �- Y` `" • •• �'`( �, _Tf� -. _ Optional laminated glass is a `¢ difficult-to-penetrate laminate i' layer between two panes of glass. Located on the interior side of the •,, LL window,the laminated layer makes it very difficult for someone to force entry into your home through the window. - FM7On the popular Double Hung window style,low-profile latches release the sash to tilt in—allow- •• • ; ' mg interior and exterior cleaning to be done from the inside. MA YOU LIKE IT HOT OR RffI ETHER i . WE KNOW HOW TO ,Y 1ANAGE BOTH. Today,energy efficiency is a bigger deal than ever.No i wonder.With rising heating and cooling costs coming ; in at record numbers,homeowners have to make every dollar count.That's why we are proud that Wincore® E 7700 windows are some of the most advanced,most energy efficient and highest performing replacement windows available.Making the most of warm-edge i technology coupled with intuitive design features, Wincore®7700 windows are an excellent choice to help reduce heating and cooling costs in every s climate region across the country. The Intercept®spacer inside the W - insulating unit features a unique, u-channel design that is more, "s 4 L. efficient than box spacers. i ; I rte,_ + _ All 7700 windows help to lower energy costs because they feature Low E glass and Argon gas inside the insulating glass unit.Low E glass helps keep heated air inside during colder months and air-conditioned air inside during warmer months.Argon gas is a non-toxic gas that is heavier than air.By replacing the air inside the insulating glass unit with Argon,it adds higher insulating values and increases efficiency. 7700 windows meet ENERGY STAR guidelines �,' ; .� 4 j , p- `Y'`M - •• • , when ordered with Low E/Argon-filled glass. _; Garden Window unavailable with Low E/Argon gas. E• �� ";$ , 'A-C II IT IS GOOD M HAVE OPTIONS. GRIDS . Available in three patterns,optimal grids i _ can be placed behind the glass,or on the glass surface as a simulated divided lite. Grids are available in all vinyl colors and a interior Woodgrain surfaces. BOB _ ' r Colonial Perimeter Prairie Exterior r' DECORATIVE GLASS t� Obscure Tinted Bronze Tinted Grey Rain Glass u INTERIOR COLORS HARDWARE CAM LOCKS i 1 White Tan White Tan Clay t r sus= EXTERIOR COLORS Clay Satin Nickel White Tan Clay Brass Antique Brass ej ®r ej W : � -` Mesa Red Hunter Earth Brown Bronze Bronze Green Tone INTERIOR WOODGRAINS White Oak Light Oak Dark Oak Maple Cherry The power of collective thinking. In this business,everyone knows that great people working together end up providing great windows and doors.That's why t z when we set out to design and build the best windows and doors in the industry,we focused on people first.People with advanced ' technical knowledge.People who know how to do things right the § {� first time.But most importantly,people who realize that integrity h and trust are not simply words,but a way of life. ~. With more than 200 years of combined experience under our belts, you can clearly see our promise of quality and innovation in every window and door we make.Not to mention how we go about making them. a •" '` To us,it's about creating an environment that brings out the best in .e; everyone,and accepts nothing less.It's about doing things the way they should be done, not necessarily the way they've always been done.It's about giving back to our communities and the things that M xw { matter most.And it'sabout family—ours,as well as yours. At Wincore",our philosophy is simple.It's not about being the yrs .. �. •' biggest.It's about being the best.Because to us,that's the way it should be. r WN097RE The way itshorrldb IRLBth ,s..r9S15D2.. a 250 Staunton Avenue,Parkersburg,WV 26104 r.` 1-866 WINCORE wvlw.wincorewindows.com The information is correct at the time of xinling:.Changes to TOUGH ENOUGH the product(s)may have occurred since tin icofprinnng.Not al) ATO WEAR Poductstylesand/oi opt ions are available.l'tAll t;re,a5,soplease �'' ,•- ����''UU�� ��{[�7(((�''']]]�jjj[777 constdt youredles represent Live lirior to purcbaamc Wit ore`is `` _ LJ L11U L113� a registered trademark'andThe way it should be,, lga nademaik of\nlincoreWindowCompany,LLC.ToughEnough roWear Pinkis licensed trademark ofTerry Wheatley end is used by peimissior... F _I•. 'r ,Ta Inr�rcppt isa recp slere�t tra�teinarkof PP�Industnrs hte.friited Proud to support breast cancer research. iii U.$.A 201 J,Wincore Windows and Doors.All light$reserved, �I *� •• r,,� '-= ° Full details available at wlN7?oOaPG!2629.NH.5K.0318 i�_ � r www.wincorew.indows.com PUBLICATIONN .=c Superior Beauty, Strength and Energy Efficiency. • Premium vinyl construction won't chip, peel, crack or warp and never needs to be painted. • Fusion-welded sashes and mainframe increase strength and rigidity with neat, P0127M WRI . ' I"t tight corners. _. • Multiple extra-thick extrusion walls deliver additional durability and thermal �w barrier protection. • Insulated glass unit,with double-strength glass and Intercept Warm-Edge Spacer System improves year-round energy efficiency. • Quad-4 weatherstripping at the header shields against energy loss. • Triple-barrier weatherstripping between the sash and jamb provides superior protection against dirt and air infiltration. =fr • Interlock at sash meeting rails increases strength, insulation and comfort. 4 • Fully extruded,double lift rails provide strength and stability for easy operation '." .. of the sashes. • Sloped sill directs water drainage to the exterior to prevent accumulation. • Constant force balance system ensures smooth operation of the sashes (double-hung window). • Both sashes tilt In for safe and easy cleaning from inside your home (double-hung window). i • Hidden screen track creates a clean-line appearance. `' �tll� i ) Additional Sliding Window Features: efP_ �1f • Sashes glide horizontally for easy opening and closing. • Both sashes lift out for convenient cleaning • Nylon-encased dual brass roller system for smooth gliding performance. f Energy-Saving Glass Technology. t Windows are roughly 80%glass,so it's important to choose the optimal glass system yk i _` for your home and climate challenges.The 6000 Series thermal performance chart j i ;-, ,J,I below can help you determine the best glass package to meet your specific needs. .,r The lower the U-Factor,the less energy you'll need to heat your home.The lower LL � the Solar Heat Gain Coefficient(SHGC),the more you'll conserve on air-conditioning. r fit1�a� , Clear.C;.•- pal=l: r' The • • • • SolarZone: Double-Hung Sliding f` ;a nsl t -��ovin:�M.r , �bd7�� ,� f• U-Factor SHGC U-Factor SHGC solarzone ThermD:c _ im Clear Glass 0.44 0 54 0.44 0.53 },;.', ° ,', j; _ -U'S SolarZone 0.29 0.28 029 028 SolarZone Plus.D, N c •f'"7f '-' SolarZone ThermD 028 0.28 0.28 0.28 SolarZone Elite:i - �xh / I •x; SolarZone Plus 0.28 028 0.28 0.28 cr,c par,. ,on.g d: j! SolarZone Elite 028 0.20 0.29 0.19 `o inp''a'rr,in F,,, SolarZone Plus ;r.n,t ^p -"` --% SolarZone Plus Elite 027 0.20 028 019 :.u,:_, -.::o` ,. brGc •_s,,c u.t SolarZone TG2 0.23 0.25 0.23 0 24 "� „f rE SolarZone TG2:},, .c ar•* ,:;t=, SolarZone T132 ThermD 0.22 0.25 022 024 'v'0l%e'=s of U, -E tri.,: t,.. SolarZone TG2 Elite 0.23 018 0.23 0.18 SolarZone T02 ThermD:o-,.E nw + trr+•. . .tapir;-,-.Lr_ I Whole vnndow values are based on double-strength glass vc of araor,as;and sl"*�n'c�,a,i•! rf CG',r:517G3t SolarZone TG2 Elite:7n,-re-u= a: 1a ® Lr; cc' V �. JUS! qn18 JUN 2 2 2018 BUMDING 1)EP°1'. TGY1,X �_ ., r ?.� r7 r'n LD TOWN OF SOMMOLD Revision Date:09/09/2016 1 ® ® ® ® ® o • • • GR-LE DS-DS N/A, E2 _ ND WCW-M-29-00523-00007 - - 0.29 3.40 a.21 029 � _ YES W6W-M-29-00523-00008 0.29 3.40 0.19 0.26 ` NO WCW-M-29-00323-00001 '0.26- 3.91 019 0.40 NO DS-OS N/A YES WCW-M-29-00323-00002 - 0.26 3.91 0.17 0.35 NO WCW-M-29-00527-00001 026 3.86 0.19 0.40 E2 YES WCW-M-29-00527.00002 0.26 3.86 017 0.35 LE-EP NO NO WCWM-29-00346-00001 0.26 3.89 0.19 0.39 YES WCW-M-29-00346-00002 0.26 3.89 0.17 0.35 -DS-LAMI PVB030 -> NO WCW-M-29-00550-00001 026 3.84 019 0.39 E2 YES WCW-M-29-00550-00002 0.26 384 0.17 035 _ NO NO WCW-M-29-00365-00001 0.28 3.62 0.19 0.40 YES WCW-M-29-00366-00001 - 0.28 352 017 0.36 LE-CL-CL DS-DS-DS N/A E2 NO WCW-M-29-00569-00001 0.28 3.58 0.19 0.40 - YES WCW-Mr29-00570-00001 0.29 3.48 0.17 0.36 NO WCW-M-29-00365-00007` 0.28 3.62 0.21 0.30 Horizontal Sliding Window NO BZ-CL-LE DS-DS-DS N/A YES WCW-M-29-00366-00007- 0.28 3S2 0.19 0.26 NO WCW-M-29-00569-00007 0.28 358 '011, 030 E2 YES WCW-M-29-00570-00007 029 3.48 0.19 026 NO WCW-M-29-00365-00010 0.28 3.62 0.20 0.27 NO YES WCW-M-29-00366-00010 028 3.52 018 0.24 GR-CL-LE DS-DS-DS N/A E2 NO WCW-M-29-00569-00010, 028 3.58 - 020 027 YES WCW-M-29-00570-00010 0.29 348 018 024 NO WCW-M-29-01079-00001 024 420 017 031 NO YES 'WCW-M-29-01080-00001 024 4.13 016 027 LE-CL-LE DS-DS-DS N/A E2 NO WCW-M-29-01115-00001 0.24 414 017 0.31 YES WCW-M-29-01116-00001 0.25 4.08 016 0.27 NO - WCW-M-29-01095-00001 020 509 017 031 NO YES •WCW-M-29-01096-00001 0.20 5.01 015 0.27 Ultra High Performance DS-DS-DS N/A NO WCW-M-29-01131-00001 020 4.99 0,17 0.31 E2 YES WCW-M-29-01132-00001 0.20 492 0.15 027 DS-OS N/A NO NO WCW-M-28-00232-00001 0.26 3.82 023 D51 - - YES WCW-M-28.00232-00002 026 382 G21 0.45 NO WCW-M-28-00308-00001 0.27 365 0.23 0.50 3S-3S N/A NO YES WCW-M-28-00309-00001 029 3.48 021 045 LE-CL NO _ WCW-M-28-00253-00001 0.26 - 3.84 0.23 0.50 DS-LAMI PVB030 NO Picture Window YES WCW-M-28-00253-00002 0.26 3.84 0.21 045 NO WCW-M-28-00350-00001 0.26 3.82 0.23 050 3S-LAMI PVB030 NO YES - WCW-M-28-00351-00001 0.27 369 0.21 0.44 NO WCW-M-28-00232-00005 0.26 382 025 0.38 DS-DS N/A NO BZ-LE - _ YES- WCW-M-28-00232-00006 0.26 382 0.23 0.34 35-35 N/A NO NO WCW-M-28-00308-00003 0.27 3.65 0.23 032 Page 3 of 9 Pages g Lu J ms mb,iog� 0 Z ALL sms-=8wm PETE & BARBARA DUNN a • I � � NQS U 2 THANK YOU FOR PURCHASING A QUALITY LOG HOME PACKAGE q�5 a o' GG 8E.miE_E =3Eq�r FROM SOUTHLAND LOG HOMES. THIS IS YOUR FINAL SET OF PLANS zfill-1112 3 ^f d EMU �_m_Q� PLEASE READ ALL INFORMATION PROVIDED TO YOU BY SOUTHLAND Q o =��� q� ve LOG HOMES BEFORE BEGINNING CONSTRUCTION. OUR KNOWLEDGABLE �54 STAFF WILL BE AVAILABLE TO ASSIST YOU WITH ANY QUESTIONS YOU MAY HAVE DURING THE BUILDING PROCESS W oV ¢O a nw o wW NQZo °oQ ¢ �y cox WWW/SOUTHLANDLOGHOMES.COM g emrm5a .r v IL g �$`a28� e Iei "pp�3d „ .mz�3ma5 a El m€� c=e 6S�mUGn Y Z o --= O Z n Z Z LLLANb 1r0 O N r QY m � wW O L G H p N4 .n F z w S 0a Z p N Q Q Z. �LL 6U O 00] mb O. PO BOX 1668, HIGHWAY 176 C@ 1-26 ` �`, T �� �� MODEL CUSTOIRMO, SOUTH CAROLINA 29063-1668 ��'+ 5, �` � �JMG�: l� BY 803 781- 5100 LOCAL CHECKED E. ( ) (LOCAL) <ti� ` ' " PLAN zits" `/` ` � DFIIVERV DATE �g1-19,, ' 1-800-845-3555 (USA) �`��ROOF Ss1d1504817 DO NOT BEGIN CONSTRUCTION IF: PR YOUR AREA REQUIRES SEALED PLANS FROM AN ENGINEER.PLEASE 1 WAIT UNTILTHE SEALED PLANS ARRIVE BEFORE PROCEEDING WITH YOUR PROJECT a --- - --- -- - -SHEET NUMBER- - 10/7/2015 11.40 AM Introduction These include Log Homes Council of the National Association of Home Builders Conventional While log homes appeal to many home buyers,determining their value presents a •Open beamed ceilings Conventional roofs are made from dimensional lumber assembled Just as in IMPORTANT NOTES challenge for appraisers and lenders Log homes comprise a specialized segment of the Cathedral ceilings conventionallyfmmedhouses Rooffmming material consists of either dimensional housing market,making valuation and comparisons with other types of housing difficult •Solid wood wall coverings Appraising Log Homeslumber rafters or pre-fabricated trusses The framing is covered by plywood sheathing, READ CAREFULLY ' Because many appraisers and lenders have It mited experience with log construction,they •Solid wood siding fieft paper,and shingles The mof is insulated using fiberglass,to=bans,or blown-in- APPRAISAL PLANS tum to comparable value properties to establish value But,a comparable value approach •Custom wood stairs and railings An overview of the log hume industry and lag home appraisals fibers Roof ventilation is required Just as for conventional houses Because materials and can be misleading unless the appraiser understands how to select comparables •Custom wood mm Revisions by the Log Homes Council,2008 construction are similar,the cost of a conventional roof is no different than in a 12010 SOUTHLAND LOG HOMES,INC These blueprint are •Custom or solid wood interior doors Ongmally Published by Jim Ceoper conventional home This is usually the least expensive roofing option for a log home copyright Bare retained hted by SO SOUTHLAND LOG HOMEworks and the S,INC In cases where the appraiser or lender is uncertain,the final appraisal may be over •Solid wood floorsThe blueprints are to ire used for the construction of ' G conservative As a insult,the potential home buyer may be unable m meet mortgage or •Custom wood cabmetry Built-up one(1)SOUTHLAND LOG HOME and may not be espied or Saddle notch alined All rights are reserved construction loan requirement Not only do homeowners lose an opportunity to own the •Masonry fireplaces Saddle notches often secants comers in a variety of log profiles The basicjoint is Built-up roofs offer wooden(usually)ceiling coverings and exposed beams,both features z type of house they desire,the lender loses a potential loan,the log manufacturer loses a •Energy efficient windows made by cutting a notch into one ar both logs of a comer pair One log fit into Sought after by many log home customers A bolt-up roof is built by erecting a NOTE THESE ARE APPRAISAL DRAWINGS ONLY.THEYARE potential sale,and the local construction industry loses Job and material sales •Cedar shake,metal or slate roofs the notch in the other or,tf both logs are notched,the two are interlocked Lite framework of timber mftem Purlins,tunbers set horizontally,paralleling the ridge Ione, FOR DESIGN,ESTIMATING AND APPRAISAL PURPOSES-THESE opportunities •Set on large,often secluded lot dovetails,saddle notches are cut[[sing precision machinery or in the case of may also be used Solid wood decking,usually of tongue and groove pme or cedar,Is APPRAISAL DRAWINGS ARE NOT TO BE USED w •Pinches and decksbansecured to the top of the roof framework Rigid insulation is placed over the decking and FOR CONSTRUCTION PURPOSES redo c labo,by hand Saddle notches simplify comer notched construction and may covered with a layer of sheathing Some s tems add a layer of slee is before the This information is designed to familiarize you,the appraiser or lender,with log homes reduce labor cost Like butt and pass comet,saddle-notched comers produce a Y $ � Y � included styles,construction and cost variables,market trends and point of comparison When computing a log home to a similar sized custom conventional home that does not distinctive appearance A filly notched comer can have solid,rather than sheathing or use two layers of sheathing separated by sleepers to create an airspace for ° with other types of housing It is designed to help you accurately establish the value of include these features,the value contributed to a conventional home can be added to give alternating overhangs on both sides of each comer Overhangs may be cut in ventilation log homes a mom realistic picture of the value of the to g home decorative patterns Shrinkagethe dimensional chat ( grey of logs occurs as they acclimate to the inside Because of their custom feamres,log homes are often more expensive to construct than environment of the home The amount of shrinkage per log(and ultimately the whole Post&Sill walls stem)may d variety of factors Home Market basic tract-built stick homes This can be seen by comparing the construction process as Post&sill construction is distinguished by the presence of vertical posts at comers and Y Y iffier due to a vane Many people are drown to log homes,and the appeal of log homes has fueled the m the following table development of a modem log home industry Over 400 manufacturers,ranging from periodically along walls Actually not Just a comer system,at represent a different Settlement result primarily from the shrinkage and/or compaction of logs after small sawmill operations a sophisticated,full service housing companies,serve this method of log wall assembly Usually post are slotted allowing insemon of a tongue construction of a home Shrinkage affect los different) depending on the average prem p g p Sia a Conventional Lo $ $ Y• Pe $ growing market Excavation Typical Typical milled into the end of the log Asa result,post and sill houses are similar to ember frame moisture content of the logs and the construction system used Usually,logs settle as they Foundation Typical Typical homes As logs settle,they simply slide down the slot in the post The frame does not shrink,slightly reducing the overall height of a log wall Leg Homes have been a part of America's housing heritage since colonial days Structural shell Typical Higher labor costs for log settle Abundant forest and the availability of large trees made log shelter an easy solution to enecuon,timbered roofsBecause log systems vary widely,there is no standard for treatment of housing demand Because early log homes or cabins were often used as temporary Intenor ftanun T ical Hi her cost due to construction LOG TYPE shnnkage/settlement that applies to all The Log Homes Council of the National $ YP $ A variety of wood species are used for the logs that make up a log home Manufacturers WARNING: structures or interim residences,they were often hastily constructed,poorly sealed and it - details required in framing to Association of Home Budder specifies that it members must either uhlae a non settling 9 $ and cos tive to home owners invest much enc m defending one cies or maintained accommodate log shape and p � $ � $ � log system or have some method for accommodating settlement,but leaves the DO NOT use these plans to begin construction settling another In fact,the preservatives,modem sealant and insect repellents that are pan of engineering details to the individual manufacturers These plans are intended for customer review and comment modern log homes make differences in wood species less significant to the structural Working with minimal tools and primitive knowledge,almost anyone could build and maybe used for estimating purposes only SLH is Mechanical systems Typical Typical to higher cost,depending integrity of the house Specific woods,however,have characteristics that may appeal to a serviceable shelter that would last the few years necessary until a"proper"house could on s tem is Y Y n t Each Log Home Council Me ober manufacture has defined specifics on how they address not responsible for any l Plans begun poor to the particular buyer or offer a particular look For example,oak has a verynth grain that be built Later,from the vantage point of that"propel'house,many who started life m a Roofing [cal [cal to hi er cost,d olio the settlement issue with[lieu"settling"or"tan-senting log system" customer receiving Final Plans log cabin looked back with nostalgia on the rustle structure $ 8 appeals to some people,cedar offers a distinctive color and aroma that attracts others on owner preference Energy Efficiency Today,few people start life m e log home(although Ilene are probably more today who Tnm Typical Typical to higher cost if custom Selection of wood species affect the finished house cost Pine and oak are usually less Log homes have a deserved reputation for energy efficiency Tests performed by the trim is used,custom cabmetry, expensive than cedar Cypress also tames a higher pnce tag federal government found a to structure to orm as well or better than other t of can claim a log home heritage than at any time in the last few generations)The appeal of $ $ YPca stairs and mils common logs has become one of nostalgia for simpler times,a more"natural"lifestyle,and construction,including an R-11 insulated 2x4 framed wall structure,even though the Painting,vamishing Typical Typical to higher,usually more In addition to solid log wall systems,an increasing number of manufacturers aro offering nominal R-value of the to wall was less than nine. rh peaps breathing mom after a day spent battling modem technology Log home living stained stained and varnished areas,may "super-insulated"log systems These originated as a means of meeting smngen[energy today is not Just about housing,his about lifestyle This has important implications for valuing be done by homeowner code requirement m some areas Super insulated systems consist of half-logs or log Experts attribute the energy efficiency of log homes to thermal mass of the solid wood the structure and its marketability Exterior Typical Higher cost to trim and seal siding covering a core of insulated framing or structural insulated panels,both inside and walls In addition,a well-sealed and maintained log home does not exhibit the energy loss because of logs out The appearance is identical to a solid log house with manufacmrers even including due to convection or as infiltration that is characteristic of formed wall construction The log home market of today can trace its beginnings to the late 1960s or early 1970s full log comers to mountain a traditional log home"look"Interior corishuchon is when a"back-to-the-land"ethic inspired many to look toward self sufficient lifestyles Types of Lo Homes simplified because such homes do not ire special features to control to settling Until then,log cabins occupied the niche of"vacation homes;'seasonal dwellings, YP g P �i Poe $ $ Although log homes have inherent energy efficiency,this can es offset by poor constructed inexpensively with only basic amemties Suddenly,mom people were These homes offer a broader market appeal by combining many of the most desirable construction or maintenance Log home manufacturers provide specific a fun looking for a permanent residence they could construct(or at least participate in HANDCRAFTED features ale log home with some of the positive features of a conventional home details and maintenance guidelines a ensure that homeowners realize the full benefit of construction)themselves As log homes shifted from seasonal to permanent dwellings, These are one-raw logs,homes bud[by a other home ed or cut known as a hand-crafter log constmchon If these guidelines are not followed,the result may be high utility bills they increased lin sae and were filled with the same amenities as conventional homes Working with mw logs,winch he has either purchased or cut himself,the hand-craftermejoin FASTENERS prepares logs individually using powered or manually operated hand tocols Comer Joint Because they use large ambers and tongue and groove decking and require more labor to Summary are measured re marked,and cut individually fogs acut to length and numbered construct,built-up roofs can cost several times as much as conventionally trained roofs Just as with frame construction,log homes show wide variation in design,style and Several characteristics of dog home enthusiast contribute to the overall high quality and Usually,the shell of the house is pre-assembled without seals or fasteners at the hand The look created,however,adds significantly to the lodge-like atmosphere many buyers quality Determining the value of a log home involves analyzing these chamctenstics,no value of log homes First,log homes are usually built m someone's dream home Second, crafter's logyard,individual pieces are number,and the shell disassembled for shipment are seeking which can add significantly to the value of the home only in relation to the conventional housing market,but as they relate to the log home log home shoppers usually spend considerable time researching the product before they to its final destination There it is m-assembled and finished. market,too Since log home buyers represent a unique market segment,they often desire buy It is not uncommon for a log home purchaser to spend several years and amass huge ROOF COVERINGS qualities not sought by conventional home buyers For many,the more a log home amount of information before actually purchasing a home Third,occasionally log Handcrafted homes are usually distinguished by the large logs used and the clunking Roof coverings used on log homes are similar to those used in conventional homes approaches a conventional one(drywall interior partitions and ceiling,painted trim)the homeowners become involved in supervising or actually participating lin construction of (I"or larger bands of white or colored grant)that fills and seals spaces between logs Fiberglass or composition shingles are the basic coverings offered by most manufacturers less interested they are In addition,many of the features sought by log home buyers thea home The homeowner is sometimes responsible for the actual design of the house LOG STYLE&PROFILE PER As a result,the quality of the borne may reflect the owner's design,management,or stairs,an ters often include other custom features such as hand-cut timber framed trusses, (when they include roof coverings a thea package)Other popular coverings include would s,considered expensive upgrades st a conventional house For example,cathedral SIGNED CONTRACT construction skills(or lack thereof)Since most homeowners take great pride in thea stairs,and railings Sometimes hand crafters embellish umber component with would shakes,suite and moon These add significantly m the cos[of a home,Just as they ceilings,hardwood floors,solid woad,custom cabinetry,exposed beam ceilings, homes ands spend considerable time ant to budd,quality tends m be higher than in decorative carving would with conventional construction fireplaces,wood wall and ceding covemennies i stained and varnished frim,porches and Pe preparing 9 IY B decks are considered"standard"amemnes in many lag homes conventionally built homes Hand crafters may be responsible for erection of the log structure only or they may finish Thmi A final characteristic of log home enthusiast is thea dedication to owning a log home die house entirely The quality of the structure is dependent on the skills of the hand Log homes usually have inure trim,particularly on the exterior,than conventional homes The nature of the construction process also contributes to the high quality of log homes �XO Most are not interested in another type of housing and will purchase a conventional home crafter and the design chosen by the home buyer. The quality of mm and its installation can affect the perceived quality of a completed log Despite the pre-packaging of materials,there is very little pre-fabrication lin a log home home Because log home packages,styles,and owner prefetences vary,there is no Even with milled,pre cut logs,assembly is usually labor intensive,requiring only d circumstances prevent them from owning a tog structure They are prepared to pay The cost of a hand-crafted log home ranges from moderately to substantially more standard for mm.Also,since home owners often install mm themselves,it may reflect cmftsmmlike skill The result is a unique,highly customized home that tames a cost the same or mom for thea log home dream A study by the National Association of Home expensive when compared to a conventionally framed home A great deal more hand their atriums rather than the quality of the structure itself It is important to notjudge all typical of custom craftsmanship Builders confirmed Ibis by finding no difference in re-sale value of log homes when work,requiring time and spemahzed skill,goes into the construction of a hand-crafted log homes by the quality of trim work found in some compared to other types of housing log house Log home buyers also contribute to the value of thea home Log homes are raiely built w Log home mm vanes from plain dimensional lumber(usually pine or cedar),to the same "spec'or tract homes Most construction originates as"dream"homes for log home Appraising Log Homes MANUFACTURED OR MACHINE Mn1.ED pre-fabncated tram used lin conventional housing,to custom made mm from a variety of buyers Thus the home often receives far more attention from thea original owners Most Appraisers and lenders face two types of log home appraisal(1)appraisal of a home to Manufactured log homes are based on logs that have been shaped with milting woods Turn may be supplied ready to install or mayamve from the manufacturer as log home owners spend an extended period researching their home One to three years be constructed,(2)appraisal of an existing home Appraising a log home guided only by machinery The manufacturing process vanes from simply removing bark to milling the dimensional lumber to be cut and shaped on thejob site Leg home interior mm is often spent selecting a log home is not uncommon Home buyers are usually well versed in blueprint is difficult,especially for someone not famthzr with tog construction Existing log into a variety of profiles that may include interlocking tongues and grooves,comer stained and varnished rather than painted,a feature that would add considerably to the construction technology and log home characteristics The home owner usually ch ects log homes are easier to appraise because them is a tangible product to evaluate.Other notches and slot from splines Some manufacturing processes include manual operations value of a conventional home the design of the home and monitors construction carefully Most log home owners are variables,however,are introduced,such as quality of construction similar to handcrafting very attentive to maintenance arable value approach is made difficult because of wide variation in le and Log home manufacturers sell thea product as"packages"or"kit"Minimally,a kit Maintenance The comparable ppm style While not a factor in appraising a log dome to be constructed,maintenance plays a tole in As a result of the materials used in log homes and the methods used in thea assembly,log designAlso,some of the features in a to home a to to home buyers,but not consist of logs,fasteners and sealant that form the log wall system.Many homes usual) cost more to build than conventional homes Although manufactured to $ PPS $ Y evaluating existing houses Like conventional homes,log homes require periodic y $ $ necessarily the mass home buying market manufacturers also include other component of the house structure,including windows, maintenance-As with conventional housing,neglecting maintenance affect the homes began as an inexpensive housing alternative,with advertising aimed at the"do-u- dows,shingles,dimensional lumber,porch and deck material,stairs and tram Often yourself-and-save'market,the market has changed Log home buyers expect higher manufacturers offer thea packages in several levels of completeness appearance and perceived value of the home Log home manufacturers the and benders stress These don'[actually lower the value of the home(they may in fact increase it),they P $e P the importance of mamtaimng a water resistant woad preservative on the exrenor log quality forth a log home than from a conventional home,with additional amenities They - simply change it market position Not everyone likes the tough hewn look of certain surfaces with ITV protection or inhibitors Failure to do so may result lin a gray weathered neca smelly participate in construction and may act as thea own contractor As a result, types of log homes,but those that do are prepared to pay as much,or more,for a Log home manufacturers are often further distinguished according to whether they offer appearance that some people find attractive but many do not While this may affect the log homes are truly custom homes,with appeal to a growing,specialized market. s o l�T H L Al -kr b conventional home of similar des[ pre-cut or random length logs lin thewpackages Pre-cut logs are cut to length and of G H O MSA 1"� numbered acmrdmg to a master"cut sbeet"that is used to guide assembly of the wall Perceived value reof the house,the condition is not usually serious and is easdyremedhed L O , S Traditionally,appraisers and lenders based comparisons on homes of similarconstruchon system Random len to m supplied in bundles that have not been cut to a specific by simply pressure washing or bleaching the exterior and applying a sealant While the Marshall&$Witt Y. PP P Y length $s a PP condition may rook serious,it is usually no mom serious than a conventional home in and design This often made it impossible to appraise a log home simply because no length Measuring and cutting is done by the carpenters or erection crew on the job site need of re-painting For those new to the residential building market,Marshall&Swift is one of the simdar home existed in the market area.Fanme Mae addressed this problem in authorities serving the appraisal industry Marshall&Swift pedes itself on providing Announcement 91-28 wluch stated"We have no requirement that one or more of the Log Systems A SOUTHLAND LOG HOME FOR comparable sales must be of the same design and appeal as the property being appm,.dIf recent comparable sales of the same design and appeal as the property that is being Settlement occurs m all types of houses,but the nature offing construction can make them Shrinkage and Settlement appraisers with the necessary cost data to complete evaluations of residential properties SYSTEMS across the country It has served the industry for more than 75 years PETE&BARBARA DUN N Comer systems vary lin complexity and many manufacturers offer mare than one style of susceptible to greater settlement than others stems How settlement is handled b appraised are not available,but the appraisera is able it determine sound adjustment for eP Y Y the thffrrences between the comparables that are available and sublet[property and to comer Comer type can affect final house costs affecting both the labor and time manufacturers,carpenters,and homeowner can all affect the quality of a log home Seeing the d to the fit the log homes market has within the residential industry,Marshall e SUFFOLK NY required to construct log wall Sable variations m comers result from different Swift aimed to the Lag Homes Counts it m 1997 to team how to more accurately capture demonstrate the marketability of the property-based on older comparable sales, manufacturers'methods of dealing with fastening and sealing comers However,most the value of log homes in appraisals The LHC assisted in developing"The Log Home DRAWING TITLE comparables sales in competing neighborhoods,the existence of similar impolite lin the log home comers fall into four basic categories Logs ran be secured a the wall using n vinery h fastener Three of the most common Appraisal Training Guide"which was designed to be a companion text to the Residential Appraisal Notes market area,and other reliable market data—the mortgage is acceptable to Fannie Mae" fasteners include spikes,lag screws,and through built-Some manufacturers predrill the Butt&Pass logs for the fasteners used to ensure proper placement,spacing,and vertical alignment Cost Handbook,a standard publicati on for Marshall&Swift. Fannie Mare's gindehne leaves more flexibility in choosing comparables,but the Butt&Pass comers are the simplest and most widely used in log homes Using All three factors can affect the settlement of the log wall system and the integrity of rt DELIVERY DATE 3/15/16 appraiser or lender is still left with the challenge of choosing realistic comps Because log this system,one to of a comer as butt against the other to of the as The weather tight seals Each to home manufacturer should provide details on the ro The Log Homes Council encourages anyone interested in log home appraisal to unlize ho aes are usual) sold and delivered as packages,there has been a natural tendency to Y $ P $ $ p $ P this resource to loam more about the designs,component,and customization of today's MODEL: CUSTOM Y P $e Y second log usually passes beyond the cornerve overhang outsides,ma the comer cis the utlhzanon of fasteners m their log wall system modem to homes Topics lin the Marshall&Swift Guide are similar to those contained label them as a type of prembnca[ed home for winch cos[comparison data is mom house Butt&pass logs alternate in successive log courses,cheating a distinct $ P readily available There is some prefabrication involved lin log home construction, pattern of alternating overhanging logs on the comer The pattern is a desirable SEALING SYSTEMS lin this document(energy efficiency,sealing systems,maintenance,etc)Most sought LOG SME 8x8 SADDLENOTCH EW P including pre-cutting and pre-drilling logs As with custom conventional construction,a feature of man to home buyers because it instantly identifies the house as a to after is the grade's analysis on appraisals of conventional versus log homes c Y $ Y Y $ Foch manufacturer includes a sealing system designed to prevent au and water LOG PROFILE, bulk of the log home material most be assembled on the site However,the uniqueness home. infiltration atloints.A variety of materials are used and new sealant frequently appear About the Author 3f log homes can often call torsions beyond those of conventional carpentry,making a on the market Sealant may be solid foam or compressible material such as butyl rubber, SCALE- AS NOTED -finished log home truly a wort of custom craftsmanship Given the inmcncnes in But[& ass comers are often modified to create a strop or better sealed Joan. lira Cooper rs an experienced log home builder who has also written a book on log home P Brei ] hgmd foam,and caulk Some systems use splines and adhesives instead of,or m addition construction for the novice,Lo Homes Made Ea /Cantractm and Building Your Owrs construction,a log home can be compared to any custom home For exam le,notches may be cut lin the ass to into which fit a ton a cut in the g sY $ $ DESIGNED BY, JMG P Y P $ $ir to,foam and caulk seal ant Solid foams are supplied in roll or sheet and are designed Log Home]mi also writes articles about log home construction and design for leading end of the butt log(moms&tennon).While these may mer-re strength or to be cora rased between logs.They may be adhesive although some are not Liquid When comparing log homes with coovemional("stick-butt")homes n is important to P consumer magazines devoted to log homes and log home lifestyles. CHECKED BY. MEL recoweather tightness of the comer,a basic butt and pass joint is still strong enough foams aft supplied m cons or bottles and are injected m[o holes or yes The are They ofte that log homes ere usually highly customized beth in design and material. and can be made light enough to handle the stresses imposed b the to system PP@� Y _ They often include features considered upgrades m other types of housing- � 8h to Y $3's designed to expand,sealing spaces amuod them Caulk is designed to be inletted into About flu Log Homes Council PLAN DATE 10/2/15 Dovetail Joint and is often used to seal log home exteriors and interiors. Depending on a vanety The Log Homes Council is pan of the Building Systems Courts,an umbrella Dovetail oint rare recision tomo machine o a skilled The of factors,reapplying caulk may be a part of murine maintenance of a log home It ns organization of the National Association of Home Builders.Members of the Log Homes CUSTOMERS ADDRESS SHEET NO J require P $machinery important to property maintain a log home to prolong its life and beauty. Council are log systems manufacturers The Council is dedicated to promoting excellence__ A-02_o L/•� h Joint we designed so that settling and normal log movement act to strengthen os --- — ------— rather than loosen thelont In a dovetail,the two logs that form the comers are ROOFSYSTEMS lin log wall construction by contributing to the standards and codes that affect the quality /.G�] e each notched in a modified"V"The"V"holds the comer together and any A variety of roof systems are used lin log homes.The specific roof system used in a home of log homes built in the United States Members of the Leg Homes Council produce movement m the to or setthn [ends ro dove the logs tighter then mvetaiL depends on owner reference,budget,and availability from the manufacturer--Man - —model code complying building,and are committed to professional and fair business—— --- NEW YORK,NY $ $ $ P $ ty Y Practices CUSTOMFA ID NUMBER&PRicrimATERIALS UST NUMBER 10/7/2015 11 40 AM Jmnt are characteristic of many handcrafted houses and are reminiscent of the manufacturers offer mom than one roof system The type of roof system affects boththe P early log homes built throughout the Appalachian Mountains cost of the finished home and its perceived value 1504817 O}co g-pine-U LU �,eCi s t Z LL Z ¢¢ ccaZ m1Q Sa z _ a augLLso �� err $4 $�3 BYYOTHOTHEV V r _ ERS F-E Bag DEC LOGS ADHI (CUTONSITEBYOTHERS)LOG SIDING@ GABLE END(BEYOND)12 BXa LOG POST(TYPICAL) - BXB LOG LNTEL(TYPICAL) IL IL W 0� g N 0o � aU. 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SHEEP NUMBER 10/7/2015 11 40 AM FLOOR PLAN KEY: U) WINDOW SCHEDULE DOOR SCHEDULE I SQUARE FOOTAGE(ANSI 2/65-2003 O NTERIORWALL 0 c/)Q i5lgm�5x�0s Created at 11:16 AM 1002015 Created at 11 16 AM 10/212015 HEATED AREAS BJTERx)RLOADAEARING H W J §.a e o 8 m F� FIRST FLOOR__.-----_.2029 Sp FL ® WALL z LL a .`c 58--h MUD RQQM___----- tae Sy R Q C J 5 t E-•u`o MARK SIZE ROUGH OPENING P CITY REMARKS PROVIDED BY MARK 52E ROUGH OPENING P OTY REMARKS PROVIDED BY Toro HEALED — zleeso F 0 FLUN®NGWALL H^U¢ a� =-�2 LLpz ��aTa=�B A -2 &3 7 x 7 Dm I Bro ze ad Tw H h Wind Ind 1 M x 3 1 1 EXT 2 Sb-I..2-Panel 9 LAe D i K hWn lantl OQ LL a 3 r.0` B - x d7 DM Bronze Clad In I- r UNHIEATED AREAS STOCKADE/DOVETAIL If .9i 3.- 2 x Hi h Wm Soulhtand 3 x 6 3.21 x 6. 1 Fb la 2-Panel9 D I h Win whl 0 LOG WALL W u,�,o x4-7 2 1 DM 5 Bronze Sm1 HIhWN I d 3 6 10 b I sFull View D r lHi Wrn hlarW PORCH(ES)____-_--_50a saR O (REFERTO CONTRACT) Q F' D 3- d- 7 DM B nz r - r In Southland 4 x 6"1 EXT 1 he lass Fn Vi w Fre r-LI Hi Wrn hl TOTAL UNHEATED--_— !XG SQ A o E 72 x 72 6-01 16 x6-013116 Fxed 1 Bronze Clad Td le L Hand M Wind SOulhland EXTRA REMS PURCHASED WITH YOUR LOO HOME PACKAGE HANDRAILS 6 PICKETS ` F 72 x 72 6.0 1311-z B-0 13116 Fixed 1 Bmnze Clad Trian Ie Right Hand M h Wind) Rn,Mand EKrM 1x8 WHRE PINETeD 17M LAK TOTAL UNDER ROOF_.._�__.. 2678 S8 R (BYOTHERS) 66'-0' 8x8 SADDLENOTCH-ElP-HW 6,8 LOG POSTS SUNDRY RENS ARE NCUJ (REFERTOCCNTRACT) 10'-0• 1B'-0' 22'-0' 16'-0• WYDURLOGNONJ:PACKAGE _ 6x8LOGLNTEL �'6 Ec E n C___ (REFER TO CONTRACT) E E. 5'-6' S'-6• T-0• T-6' T-0' T-6' 7'-0' 4'-fi• 4'-6• iy HUM o (131'O ERS) I� i E'��p a}a BIDET �'G='• KD (BYOTHERS) ''`yAl�I a$ $$S In.- i"M CERNG FAN W/LIGHT 2 (-OTHERS) F I SCREENED I PORCH - I (SCREEMNGMATEFU JUNCTIONBOX SYOTHERS) I �`<( (BYOTHERS) 1B W -_ -- ----- LIGHT IG OTHERS) J.�. 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LOG FASTENERS(2)1}"LVL RIM CL OF COLUMNJOIST BY FLOOR /'OSB SHEATHINGTRUSS MANUF SET TRUSS TO EDGEw/Bd NAILS TOMAKE EDGE OFOF SILL PLATE& FLOOR FWSH TO SOLID BLOCKING �z o o (4){x7'ANCHORFLUSH w EDGE 0 24"o c v BOLTS sr--a tarrcu snaoao(z)OF FOUNDATIONILL PLATE w/ EDGE OF SST GAB SIZED FOR GLULAM a�" 41101N�T ' N ,°°xros•Dos a u ow s socmrC FOUNDATION 2x8 PT SILL PLATE wSHIELD FIASHING BY / WIDTH ro xoT ux a••S REQUIRED BY LOCAL TERMITE SHIELD FLASHING BY - {'DIA.ANCHOR {•LEVELING GROUTWN F smi.o ro +�'OTIHEAS AS REQUIRED BY LOCAL •/I>!{.OV ANCHOR BOLT CODE r DIA ANCHOR BDLT ^ I zD m°� nlm¢ ./(% LOG WAIL SYSTEM c 12'MAX FROM /{• nxn(ar ona0 EACH PLATE SECTION12"o.c,6'MAX FROM x-.—x—.�PLATE WASHER ENDS OF EACH PUTS BECKON ixa ro,xwc rmTxl' CONCRETE OR CMU WALL 1 STORY SPACING 72"o c i COUNTERSUNK FASTENER r 35x3" PLATE WASHER _ f / x1' 2 OR 3 STORY SPACING 048'o a SWILL BE AS REQUIRED BYF7ABLE RIGID •t r'• srui aia F p WALL THICKNESS AND WALL THICKNESS AND REINFORCINGw/1'13'x3"PLATE WASHER m w nAm IF NECESSARY = ul o SHALL BE AS REQUIRED BY TABLE IF GRANULAR 4041 1(2)(3)OR(4)BASED ON 4041,1(2)(3)OR(4)BASED ON SEISMIC CATEGORY<C 72'oc INSULATION (erw� LOG FASTENERS LOCAL SOIL CONDITION LOCAL SOIL CONDITION SEISMIC CATEGORY 2 C 48'o c RI 4 R SEE LAN FILL �EW STAGGERED W W O µad eif�ilm w > m C CMU LOAD CMU NONLOAD w/J-0-0-PLATE WASHER r Feu o o U w BEARING WALL BEARING WALL GLULAM SUBFLOOR ® LOG WALL BASEMENT BASEMENT BEARING ON WALL ANCHOR BOLT COLUMN FOOTING GIRDER FASTENER PLACEMENT 1/2'= 1'-0" 1/2'- 1'-0" 1/2-= 1'-0- 1 1/2"= 1'-0' 1/2'm 1'-0- NTS 1/2'= 1'-0' 24'LOGS OR� LOG WALL' FASTEN 2x6 T&G DECKING w 2 •/x r ns,s� •/ r �s " w N /() STUDS 0 16"o c w/DOUBLE TOP CODES 4 4'LOS,2 LESSEACH END TIGHTEN BUTT JOINTS BY KILN DRIED SOUTHERN Yp1AW PINE r/11'OLYLOG 1fid NAILS(BY OWNER)TO LOG mem w cores Tao c=onus PLATE,SINGLE SILL PLATE OVER O n 7a o 24•-72•LOC- TOENAIUNG LOGS TOGETHER FASTENERS COUNTERSUNK}' FLOOR BEAMS w/(2)11" BUILDING CODE: N __ _ "+M o 6 OLYLOGS,2 EACH END w/(2)16d GALV. 2x6 PLA 2:6 T&G FLOOR DECKING �G 201_ 44 n Qo m OLYLOGS PER BEAM INTO GIRDER o: NAILS(BY OWNER) APPLY{'z}'FOAM GASKET IN GROOVE PRIOR TO OVER LOG WALL ICC 400 OVER 72'LOG,2 OLYLOGS FASTEN LOG ENDS SETTING NEXT COURSE BASIS OF DESIGN ASCE 7—Q� EACH END&BETWFFI7 3' nnmAms euM INTERIOR FINISH Q-J O 36'o c STAGGERED MAX w/(2)OLYLOG FASTENERS, •/roc FAnoxx mx-s ��eFur EACH END COUNTERSUNK}' APPLY}'BEAD OF SOUTF4AND TAN CAULK AT ALL COURSES LOC SIDING 0.S BLOCKING m Too nse w FTwx wu0 FASTEN 2x6 T&G DECKING V '.0 m 0 12'o c WHERE WI AND BUR JOINTS,INSIDE AND OUT PRIOR TO APPLICATION BETWEEN LOG BEAMS DETAIL LOCATION (�Fw.uin F,AzI w/(2)16d NAILS TO 8x0 LOG o FLOOR LOADS I BUTT OPPOSING BEAMS 0 f�-oueam aroaT BEAMS w/(2)11.OLYLOGS LOG SIDING OVER e SPEED 2 110 mph OF FINISH TOOL CAULK TO WIDTH IN HORIZONTAL JOINTS BEAMS xaroH aui w ro mo cu BUILDING FELT ' CENTER OF DOUBLE GIRDER BF7J7NG ON dRDlpt ammc nEaxao ./uFs m,a ou PER BEAM INTO GIRDER ¢OF LOG PAPER AND MAIN LEVEL 40 sf FASTEN EACH END TO GIRDER i•OSB WPLL p MODEL• DRILL E DIA HOLE x IN APPROX. �� DOUILK UBLE 11'OLYLOG ROOF/FLOOR BEAM SHEATHING SLEEPING LEVEL 30 psf CENTERED ON BUR JOINT,Flu FOAM cAs TO LOG WALL Loc WALL ROOF LOAD �0 psf }•w/CAULK.INSERT b•DIA A ==7 •' A USE(2)11.OLYLOG FASTENERS O 12'o c DOWEL SUPPLIED IN PACKAGE 1 1 STAGGERED BUR JOINTS IN BOTTOM LOG == NTS DESIGNED BY 12"SIT OL DOWEL COURSE MUST BREAK OVER SUPPORT POSTS �'� FASTEN 2x6 T&G DECKING Tao rur.snm ,ac rrA smn LOG B WIND SPEED l�s mph __— D CHECKED BY. 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JMG ` 6x8 LOG POST �EMEL BY: PLAN DATE' 10/2115 DELNERY DATE TRANSVERSE SECTION -B- TRANSVERSE SECTION -C- GENERAL CONTRACTOR NOTES: 1504817 SCALE3W.1'HY SCALE 3/8'_7'.0' ,)CONTRACTOR MVFRIFYALLDIMENS04S RFR BEFORE BEGINNING CONSTR UCTION 1 2I CONSTTO TION Mk 11D LOG HOMES 'S.1 CONSTRUCTION MANUALFOR FURTHER NMUC710NS HE ET NUMBER 10/7/2015 1140 AM NAILING SCHEDULE* W} 3F5 ds ag JOIST TO SRL TO GIRDER TOENAIL 3-8d BUILT-UP CORNER STUDS 10d @ 24'o M F JJ 2m^E IS 8 e BRIDGING TO JOIST,TOENAIL EACH END -Y-Fd- 10d(9)32'o o.TOP AND BOTTOM 0 cn °+� g 8 176•SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 2-8d BUILT-UP GIRDERS AND BEAMS STAGGERED 2-10d@ENDS AND AT Z LL Z gS o ° WIDER THAN 1'x8•SUBFLOOR TO EACH JOIST FACE NAIL 3-8d EACH SPLICE Z a 84 S 222-29 2 B=E 2'SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-1Btl 2'PLANKS 2-16d @ EACH BEARING Q<J s t 2`°v SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 1 E 01S'oa PLYWOOD AND PARTICLEBOARD,SUBFLOOR,ROOFANDWALL Bd@6'ON CENTER ATEDGES AND 1—UQ a2$,o-z 5a TOP PLATE TO STUD,END NAIL 2-16d SHEETING TO FRAMING 12'OR LESS INTERMEDIATE SUPPORT �pZ 5x� Ta goE STUD TO SOLE PLATE 3-8d TOENAIL OR 2-165 END NAIL PLYWOOD AND PARTICLEBOARD,SUSFLOOR,ROOF AND WALL Ed @ 6-ON CENTER AT EDGES AND a LL y g rs 8 g DOUBLE STUDS,FACE NAIL 10d@2400, SHEETINGTO FRAMING)IS=a/4' INTERMEDIATE SUPPORT DOUBLE TOP PLATE,FACE NA IL 1Od@16'.o- PLYWOOD AND PARTICLE BOARD,SUBFLOOR,ROOF AND WALL 8d@ 6"ON CENTER AT EDGES AND �� .6 ° TOP PLATES,LAPS AND INTERSECTIONS.FACE NAIL 20dL SHEETING OFRAMING 7/8'-1' INTERMEDIATE SUPPORT U I I CONTINUEDHEADER,TWOPIECES iEd@1 F.ALONG EACH EDGE PLYWOOD ANDPARTICLEBOARD,SUBFLOOR.ROOF AND WALL fOd@6'ON CENTER AT EDGES AND CEILING JOIST TO PLATE,TOENAIL 3-8d SHEETING OFRAMING IlAr-1'1!4' INTERMEDIATE SUPPORT — — ——__ _ ———— — — _ CONTINUOUS HEADER TO STUD,TOENAIL 4-Bd COMBINATION SUBFLOOR-UNDERLAYMENi(TO FRAMING)3/4' ed@6'ON CENTER AT EDGES AND o5 m° Cg N242 LAPS OVER PARTMONS,FACE NAIL 3-10d AND LESS INTERMEDIATE SUPPORT 5° CEILING JDISTTO PARALLEL RAFTERS FACE NAIL 3-10d COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING) Ed 6'ON CENTER AT EDGES AND syE„m „E RAFTER TO PLATE,TOENAIL 2-16d 7/8'-1' INTERMEDIATE SUPPORT E a5 EEg E 1'BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d COMBINATION SUBFLOOR-UNDERLAYMENTITO FRAMING) 10d @ 6'ON CENTER AT EDGES AND 178'SHEATHING OR LESS TO EACH BEARING.FACE NAIL 2-8d 1'1/8'-1'1/4' INTERMEDIATE SUPPORT 3 a WIDER THAN Ike'SHEATHING TO EACH BEARING,FACE NAIL 3-8d E�o�o�2�q BOTTOM CHORD TRUSS NOTE @ 16' MONO TRUSS NOTE @ 16'• TRUSS LAYOUT KEY* 8333333 g_» s BOTTOM CHORD EXTENDED TRUSSES SUPPUED STAND ARDMONOTRUSSESSUPPUED THROUGH SOUTHIANDLOG HOMES TO BE THROUGH SOURRAND LOG HOMES TO BE T1 CCMMONROOFTRUSS MANUFCTU MANUFACTUREDBYTRUSS DESIGNED AND MANUFACTURDED BYTRUSS MPNUFACTUROE ALTHOUGH TRUSSES ARE MANUFACNRER ALTHOUGHTRUSSESARE ,Pj gm6 SHOWN AT 16.0 CJT IS THE RESPONSIBRITYOF SHOWNATIB'OC R IS THE RESPONSIBILITY 'a a^� SLOFFRAMINO@GREAT ROOM 6PORCH THE TRUSS MANUFACTURER TO DETERMINE OFTHE TRUSS MANUFACTURERTO DETERMINE F 32 ' SLDPE 12.12 TRUSS SPACING ANO PLACEMENT A -2i/2 RAFTERS@18.00 TRUSS SPACING AND PLACEMENT T2 GABLE ROOFTRUSS -4x8 DEC RAFTERS @ 48'O C OVER OR • 4.8 COLLAR TIES SO 48'O C OVER OR -GLEAM RIDGE GESEAM OVER OVER GR 1 -NS COI RIDGE BEAM OVER GR O SCISSOR ROOFTflUSS W -2x8 CEILING JOISTS @ IS-OC OVER PORCH ——————————— ———————— 2x12 RIDGE BOARD W 2x6 FRIER OVER PORCH ———————— I -2.6 RAFTER PLATES .J= L -2x6VAUtYPLATES pV Q ———_——————— -214 OVERHANG BRACING M J -SW COX ROOF SHEATHING T4 ROOFTRUSSR 6Q W L— LL --RCOFlNLi FELT oz v I -30YEAR ARCHRECTURALROOFSHINGLES w}W co p I) T5 MONO-ROOFT.USS NIn WLu O 1 I I oQ JN T6 ATTICSTROOFTRUSS K O ATRCROOM US E B o ROOF TRUSS gg ROOF FRAMING @ BREEZEWAY SLOPE 312 -aS2x3 CFJ NGJERSOIS VO C S 016-OC I I TB VAULTED fl00FTRUSS /� T Fav`w$E” -W RIDGNG JOISTS @ 16'O C -2x8 RAF ER ARD PLAT @ g -b8 RAFTER PLATES 1 e -25 VALLEY PUITFS -214OVERHANG BRACING ' --�--- --- -SM.CD%ROOF SHEATHING -304 ROOFING FELT I �IF T9 AUOO�FTRUSS OM6CISSOTLFL/T Z S gEBE.,�=t -30YEAR NG 1 HIPROOFTRUSS 1 HOUSE ROOF MATERIALS, LL 1 I I -STANDARD BOTTOM CHORE)EXTENDED ROOFTRUSSES®16'00 BUFACTURILDER IS TO VERILEDFY EN TRUSSENGINEERING m V m SLOPE 812 GABLE H4O ROOFTflUSSFS @GABLE ENDS MANUFACTURER'S SEALED ENGINEERING INCLUDES TRUSS DESIGN,PLACEMENT PLANS, -214TRUSSBRAGING TEN,PORARYANDPERMAKFNTBRACINGDETAILS. 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MEL ROOF FRAMING PLAN io/ar15 114'.V-WDEIJYERY DATE GENERAL CONTRACTOR NOTES: 1504817 1)OONiRACTORTOVERIFYALLD04ENSIONS 1J YV BEFORE BEGINNING CONSTRUCTION 2)REFER TO SOUTHLAND LOG HOMES 4.1 CONSTRUCTION MANUAL FOR FURTHER INSTRUCTIONS SHEET NUMBER 10/7/2015 11:40 AM 2 3 4 5 6 7 NOTE• 1 TRIM OUT BOTTOM OF POST WITH 1X 2x6 RAFTER LEDGER w/ FOUNDATIONS BASEBOARD TRIM OR DECORATIVE N 3 PUSHING (2)Bd RS NAILS ROOF SHEATHING w/8d RS SOIL BEARING PRESSURE -.. 2,000 psT ASSUMED W J $ azo $ 2, SEE CONSTRUCTION MANUAL FOR ®24'o c MAL((MAX ROOF SHEATHING w/ b erF+m NAILS O 6'o e EDGE&FIELD ~ Cn91,1-M3 Is MAINTENANCE REQUIREMENTS& RAFTER SPAN 16 FI) Bd RS NAILS gy tws o zr m O Z 1`M 3 8 ADJUSTMENTS KNEE WALL/VEKT BRACE ®6'°°'EDGE&FIELD (mor sa c•/menus MANUFACTURERS AND PRODUCT NUMBER FOR Z LL ii��90'$$22 REQUIRED FOR RAFTER o r ar.m¢a tm 2.RAFTER®24'aa.MA)f CONNECTORS,ANCHORS,AND REINFORCEMENT ARE LISTED 1.-W 9'1 MAH B' DRILL 6'DEEP x SPANS OVER f 0'-D' SST H3 a xuTm o x•m 2x CEILING JOIST®24'o e AN% FOR EXAMPLE NOT ENDORSEMENT.AN EQUIVALENT DEVICE Q Q EL i3 � OR VERIFY THAT ROOF OF THE SAME OR OTHER MANUFACTURER CAN BE f-U Q €go@a12 11'DIA HOLE IN SYSTEM IS DESIGNED FOR BLOCKING BETWEEN RAFTER SUBSTITUTED FOR ANY DEVICES LISTED IN THE EXAMPLE p Z 5. 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TOP PLATE .IST 0 o-6 Ws o xs u R/itw mdx e1RAATbI g S k k -Y . lvs a to a= RAE Dlaor x m Ror UP INTO BEAM BELOW WITH LOG FASTENERS LOG FASTENERS SHALL BE 3 $ ^d SIDE VIEW �A4ETRIC NEW �� 24'°Sc.EE PAVE ®16'o c wrar wta1 oAn 1 (2'o c WIND SPEW 2 110 mph) = s $$a MULTIPLE SND CONNECTION Ax WALL OR BEAM �iva + warm neoets. AND SHALL PENETRATE 3'MINIMUM SCREW JACK D.AIN PORCH IMO SUPPORTING LOG 5 3 9 SETTLING JACK DETAIL PORCH TO @§ TO POST PORCH TO IMERIOR SRD VIAL g INTERIOR FRAME WALL ROOF CONNECTION WALL CONNECTION BEAM CONNECTION ALL INTERIOR SND WALLS ARE NON-LOAD BEARING, UNO 1/2'- 1'-0" - ROOF LOADS TO BE CARRIED ON LOG WALLS OR ROOF L is NTS 1/2' 1'-0' NTS 1/2'= 1'-0' BEAMS WITH INTERIOR SUPPORT COLUMNS, LINO BEARING WALL STUDS TO BE SPF#2,LINO NON-LOAD BEARING _ WALL STUDS MAY BE SPF STUD GRADE ALL PLATES NOTE _ 6.6 PT POST PROTECTED FROM MOISTURE TO BE SIP#2 PT. (� 3x4 RAIL EXTERN)R STUD WALLSe LL O F ALL EXTERIOR STUD WALLS ARE LOAD BEARING SHEAR 1 2xfi PT SYP#2 DECKING FASTENED w/(2)1Tid O Z g GALV DECK NAILS(OR SCREWS)0 EACH SUPPORT WALLS WITH SPF#2 STUDS,SYP#2 PT BOTTOM PLATE, C{1.) LL SPF#2 DOUBLE TOP PLATE WITH 10-16d NAILS PER LAP a J 2 TOENAIL 2.6 PT JOIST 0 16'o c w/(3) i i 2.2 PICKETS O SPLICE,SP4, 6-10d'U'STRAP TOP AND BOTTOM AT w Q x D 8d GALV NNIS TO 2x8 PT GIRDER, 5 i 4'o c 4B'o c UNO,?6'OSB OR a'COX SHEATHING,WITH 0 CO W JOIST BEAR ON 2.2 PT LEDGER 3x4 RAIL PANEL EDGES FULLY BLOCKED,FASTENED WITH a O 2x6 PT PORCH DECKING •I I Bd COMMON NAILS,SPACING 6'o c PANEL EDGES, EO(A 3 FASTEN 2.2 PT LEDGER w/MIN (1)16d 2x6 PT PORCH 12'o c INTERMEDIATE FRAMING MEMBERS;UNG O L� GALV NAIL UNDER EACH JOIST& I RIM JOIST BETWEEN JOISTS O1 L 2.8 PT PORCH GRADE&SPECIES: x RIM JOIST NOTE ALL CONNECTIONS PER IRC TABLE USE PRESSURE TREATED LUMBER WHEN IN CONTACT R6023 M HIGH WIND OR SEISMIC ZONES, WITH CONCRETE OR MASONRY USE APPROVED FRAMING ANCHORS ALL i I B FASTENERS&HARDWARE BY OWNER 2x6 PT JOIST DER B o c (3)2x8 PT GIRDER BEYOND GIULAM BEAM'). LINO SP,Fb=2400(psi), E=1.8(106 psi), LINO 5 @ a'DIA ANCHOR BOLT LVL BEAM MICROLAM, Fb=2900 (ps+), s B a3's Qa REQUIRED GUARDS ON OPEN SIDES OF $- STAIRWAYS,RAISED FLOOR AREAS. I i E=2 0(10'•6 Psi):LINO ; e D $B L„ BALCONIES AND PORCHES SIWl HAVE i i LSL BEAM TIMBERSTRAND,Fb=1700(psi), s `e Pe INTERMEDIATE RAILS OR ORNAMENTAL i GRADE E=1.7(10-6 psi), LINO a s S c 4 CLOSURES WHICH DO NOT ALLOW PASSAGE OF I f PSL BEAM PARALAM,Fb=2900(psi), N o eS ,111.1 3 ES A SPHERE 4 INCHES OR MORE IN DIAMETER E=2.0(10-6 psi);LINO SOUTHERN YELLOW PINE(SYP)#2 Z e'f la p 2x2 PT PICKET PORCH/DECK 2.B, Fb=120,(psi).E-1 6(10-6 ps+)(TYPICAL),2x10, a E ®4'D FES=1050 (psi),2x12,Fb=975(psi) = - 4'SPHERE GUARDRAILING SPRUCE PINE FIR(SPF)#2• ) d a- �gg 6x6x6'-0'PT POST 2x8• Fb=875 (psi),E=1 4(10"'6 ps,)(TYPICAL)• 2x10• J Y 2 3=r�� CUT ON SITE TO FIT NTS Fb=875(psi);2x12,Fb=875(psi) Z a €g 9'-0.MAX o LL 2@ a l l g`as c 3x4 PT GROOVED TOP RAIL LOG GRADE IS PER ICC400-2007 BASED ON SPECIES 1 .11 11 '�p!I SHOW IN LOG PROFILE DETAIL WALL LOGS ARE A MINIMUM S $9 QE.I PT PIPE RAIL BY OTHERS GRADE OF WALL(LHC)OR WALL 30(TP) HEADER LOGS _ AREA MINIMUM GRADE OF.HEADER(LHC)OR SELECT(TP). LOG BEAMS ARE A MINIMUM GRADE OF BEAM(LHC)OR s S�S'B�ds z PREMIUM (TP).(LHC=LOG HOME COUNCIL,NAHB, •,;+ TP-TIMBER PRODUCTS INSPECTION,INC) SUPPLIER MAY SUPPLY AN ALTERNATE BEAM WITH EQUAL PROPERTIES s' OR MAY SUBMIT THEIR OWN SIZING LOGS ARE KILN DRIED TO AN AVERAGE MOISTURE CONTENT 3x4 PF BOTTOM RAIL OF 207. PER ICC-400 STRUCTURES ARE CLASSIFIED AS SETTLING. 2x6 PT PORCH DECKING A •I SETTUNG JACKS ARE TO BE PROVIDED AT POST AND 3'STD PIPE INTERIOR FRAME WALLS LCC 3S-3.5 (3)2.8 PT GIRDER(BEYOND) LCC 5 25-3 5 2x6 PT PORCH JOIST B 16'c c STEEL POST POST LCC 7-35 2.2 PT LEDGER GRADE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 C SED PLAN PROVIDE HARDWOOD SHIMS 1' DAYS,Fac=3000 PSI WHERE EXCESS WATER IS ADDED AS REQUIRED SST HGLT TO THE CONCRETE SO THAT ITS SERVICEABILITY IS SIZED FOR GLULAMS 2x10 Pi SKIRT BOARD DEGRADED,THE ATTAINMENT OF REQUIRED STRENGTH bS PT RIM JOIST/(Z)2.6 SUCH MODIFICANOT TIONS AS MAY BE EQUIREDCTOR MBY THE TNG m 1'-0'SO PIER w/2.8 ENGINEER TO PROVIDE A SERVICEABLE MEMBER OR k1 PT PIER BLOCKING SURFACE ALL CONCRETE SHALL BE VIBRATOR NO REPAIR a c m OR RUBBING OF CONCRETE SURFACES SHALL BE MADE 0 H m w PRIOR TO INSPECTION BY AND APPROVAL OF ENGINEER. o OWNER OR HIS REPRESENTATIVE. > > m STEEL POST GLULAM TO GLULAM PORCH/DECK RCEME 1 4, F3=85 KSI•WELDED WIRE SUPPORT BEAM CONNECTION GUARDRAIL & STAIR REINFORCEMENT FABRIC(WWM) CONFORMING TO ASTM A185;LOCATED IN MIDDLE OF THE NTS NTS NTS SLAB,SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO ,a EXCEED 3' S NnY aux w.mTeoes auiv'TOR°"ssliM sw MIB moam Dms.o•/wrs FIBER CONCRETE STAB: FR('+� ¢U p1ppp11WY°w w�' ssRm to IF ALLOWED BY LOCAL CODE FIBER MAY BE SUBSTITUTED � 7YP-sRlo WALL "1� t°0 01°0 owlAum Aomawc�m xc s�cmri�+xe r swim ranamw..s�Emwtw+zo FOR WELDED WIRE FABRIC IN SLABS ON GRADE. C' O F�ic ieW W a iW+� pox�1 -ice ize°s iwlm o r"` w* +m "�°r°' CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC I (r iw 9M+F+d m 51 (1•a Fw RIrnF+6°,W ST Lt n°011• FIBER REINFORCEMENT FIBER LENGTH}INCH TO Lai 3,�.y mm mom."' cmoT RiasNo CHES.DOSAGE 1 MANUFACTURER''SSPOUNDS RECOMMENDATTIIONSBIC YARD FIBERS TO � THE x tsmwr Toe +n Duo eFs ieuw unwe (w TtAai ss eoboi txYiw at>a COMPLY WITH ASTM C 1116 SUPPLIER TO PROVIDE tt n is RRanli+w0.vwtL s4in. EtAwi sW FAsmmrs Dxxs t uvewR rWE FAsoria ASTM C 1 116 CERTIFICATION OF COMPLIANCE WHEN O tFro¢t u�sy lw oPooe tmW tm ox+o.os %4++0.Poll Ytiolltvi lea bFPDib twD +m urtFaw a G°Rmx REQUESTED BY BUILDING OFFICIAL D. on w DD7 s o Dawe EDT onaO tre Lal 1•AtATgq uR .1_4»Tao is W,' +wi REB96'. +f Fico •/�e D° +f Do AwIY aux kuiR ASTM A 615•GRADE 60,DEFORMED BARS,FY-60 KSI, MODEL:DIT 4Y 1'oRP AVRT 14 am rico.EEE(NT w m 4S.1•m➢ICPJ a9LY sauaWo E.i MK ALL LAP SPLICES 40 DB(25'FOR#5 BARS);UNO. eF@A+ALLYeY am W xwF fllsm a lob DIT e PDTi.6 t nobVomn me 9-io ux wiul wu wm oAsm a lbo ALL REINFORCEMENT SHALL BE DETAILED AND PLACED (aF o.xIr wto xas t b"xu d•+et 2 oNex a w ru./im¢rBeAlYI Dmrt aww t�w rraez t wiow/oow++Fc IN ACCORDANCE WITH ACI 315, U N O ALL TENSION oat: Me.E lewtsr too Fxx wDew+wt(PL awcO (PL oam4 w i s a a./mrff Farurcw DESIGNED BY A N' d 7i' �Mro'.wsila r a woem a mErrw Tr01(°/ownO DEVELOPMENT LENGTHS SHALL BE 23'. _ Da+�.R� 3&OS AaIIDFO 1&VI+ roTo warr � +oom CONCRETE BLOCK'_ CHECKED BY: Lal lwL wmp 911I16UDFa ° (1� nd SE1Dle 9u m/LE b in,u Trip) 4S Y rt1D w°Y tm noow smog los FnLm As ++'�•_ w aww(t1q 8 wmi seams ASTM C-90 WITH MEDIUM SURFACE FINISH,F'm=1500 PSI n b +u oa iwom��) � mw�l 6 ow�maeD.x PLAN DATE _ vlzA tncw sno (r x Fw Rnmos aEu sJ (D• imloDc wo tm +m m Ia�en o r e� css-w D" OR N FOR ALL MASONRY UNITS. Mqo Isom w I asm w to aoac tm Omima w-msnnms oxn s § xot°w xm lw DELIVERY DATE. tstacwa Pwtt ts+w.xwn ea¢ Fuw nam su t sy ANCHOR BOLTS• epao T°i•/4 e (m ant+q A-307 ANCHOR BOLTS WITH MINIMUM EMBEDMENT AS x eysuo�i u SPECIFIED IN DRAWINGS BUT NO LESS THAN 7'. (er oeo4 TYP WINDBORNE TYP WINDBORNE TYP. WINDOW OPENING TYP. DOOR OPENING PROJECTNUIMBER DEBRIS PROTECTION DEBRIS PROTECTION w/ IMPACT RESISTANT w/ IMPACT RESISTANT .3 " NTS WHERE REQUIRED BY LOCAL CODE NTT TS WHERE REQUIRED BY LOCAL CODE SHUTTERS SHUERS 6V NTS WHERE REQUIRED BY LOCAL CODE NTS WHERE REQUIRED BY LOCAL CODE SH UMBER 8262015 8 13 12 AM,WES 1 2 3 4 5 6 7 p)ywi �m tAnours a' SIMPSON STRONG TIE CONNECTORS.t1N0. m (L RwaR tart uv m elm m Ia1aT AcuHD to CA91a vxat®a srYma� ,wm vmmox f/J z (2)LOG FASTENERS 0 °D,� °"o r w.u'om•/oars SAWN LUMBER TO GLUCAN ROOF LSSU210 W m s stwUa a 3'-0'o c BLOCKED ax mq '-� s Irc° + NAR ar GLULAM RIDGE BEAM_ HD78 ~O J z = =8 ii SAWN LUMBER M RIDGE BEAM LSTA30 Z "� 8 n xn0 ""�m TRIM PER BUILDER OG WALL SYSTEM Z LL S o • n y m — 2x10 ROOF AND PORCH RAFTER LSSU2 TO WALL 8 n __JL__ (2)LOC FASTENERS w/LOG FASTENERS AS PER 2x8 ROOF TO PORCH RAFTER LSSU21 AT WOOD z W CL 5 sct'D 0 3'-0'o c BLOCK LOG CONNECTION DETAILS Z e d o �$ E to vm Ota - 2x10 ROOF TO PORCH RAPIER LS AT WOOD ¢4 J n� 6 o e Itm WINDOW GIRDER(3)2z1D LUS210-3 O Z � s 2x WINDOW/DOOR BUCK SETTLING GAP AS PER /DOOR BUCK (tea tmua tiv+xa xoual asxwc 2x12 ROOF TO PORCH RAFTER LSSU210 AT WOOD F U Q 'FigJswa stat wm LOG MANUFACTURES nAs xawo sa m a vws mM u O ort ms stn roar vsom oa a F r a.m & Alm RECOMMENDATION dR a E ww f6v1 CODE APPROVED ./ iT�Ilmwmt (aR a SIO tta t GIRDER(J)2x8 LU528-3 O LL _ $3°x s m INawYC ER) w.ac WINDOW/DOOR PER BUILDER 2)LOG FASTENERS m t Y(mIG w t (InaeaN owaFG lY O ko 8` Pty Pali meq j LOG FASTENERS 0 3'-D•ac FLOOR JOIST(2) 2x8 LU528-2 y $b tri v o� y TOE-SCREWED INTO LOGS t, xDa HRT POST TO FOOTER HTTS MULTIPLE SEAT CONNECTOR MSC •al 1e'A°"•°'L5 SECTION NEW 2 16d 0 6'c a '" D°e+n14 '�ta°•also a loo art a,t•olsn xoi,xAn mr aTs'wuz (4)16d TOE-NAILS TOP ) osERr auHmnl unv rAv vAeai a twaor/oom Hoc s t`H)Lw cA" wit rFxr luau w uw 2x w/(2)16d 0 6'o e BUCK TO SIDE BUC (°' °+t°m°'° to1•/ eoAAtzw aesRr aulaMw mP w RmtX[°remwmwn Tttc �TRNIMW�ER DOOR UILDFCK Is rAa-� xlElan lar poop owr Hoa g./ z A 11-g 11-g1 j �r106G1[a i MGlxi 9V 4MS b p.Ors pppyrp 4 � _ •� @ w LOG FASTENERS 0 i.mr+ow of 3 �yS Im s E II EACH SIDE OF OPENING ' owriFp S $ Yao[o to +.o ezloow Itts tazm,a ((7 # =g g FLOOR SYSTEM OR LOC (2)UP TO 3'-6'WIDE tm �, •�,/ , ,�w,a, lml or ocvac(tiv®aw�ia wm iT T 'R HFSIDENO OPENING COURSE BELOW OPENING _ __ (4)UP M 6'-6*WIDE WWIDE pyo NoGR� _ $ xb9 M�A mW csm Iv m aom m wir (2)UP TO 3'-6'WIDE mexo^°t•/ toss suss wn, .p1 lieu 2x w/(2)LOG FASTENERS Hmmi t� t wx vaawnsr z oaiA.,m (3)UP TO 6'-6'WIDE 0 3'-0'oc WNDOW SyT T 1T x ow°mLL (4)UP TO 12'-6'WIDE BOTTOM BUCKSIDE S IAtaW 3" °" " :� i • H 00 TYP. WINDOW TYP. DOOR 8� 5I FRAME OPENING DETAIL LOG WALL OPENING BUCK DETAIL OPENING OPENING NTS 1/2'- 1'-0' NTS NTS ImafNa mawn (m wlo0 xon c(eonzx, aaupo�(maalix, MANUFACTURED TRUSSES(SEE ROOF NOTE. _ m m xootpe mT x m aaalxo tnT m a maela RIF k HING w/8d RS NAILS TRIM LDGS ALONG TOP OF V FRAMING PIAN FOR 52E&'SPACING) w INar saAtma ro wREts./m tws(Irc oaitp• tmar sa'arrc m lailDe./m xals(BY awmn o mor StiAMa m Ra,Ets./m mss flw owap o DGE&FIELD FASTENED TO 2z6 RAFTER PLATE w/ ROOF/FLOOR SYSTEM RAFTER(SHADED) LENGTH VARIES w/PITCH w O F f u o mss a enFinawt ssronr Lai vast.aws o i,�o mps a vltDaoExa sPemr ua van Has• i,•.o mess a MRRtivAR 51aM1Wr,¢van aa5 0R O 24'o e MAX APPROVED TRUSS CL1P5 SST H3 OR EO SE REFER TO LOG OVERLAY SHEET txmuwztm mss Huss°P m Fu mom atR crai wsivanm mpb.wa o.'m n1 mss OAR flaE IHIwVam tna¢Flm,IDE T svazlo aTami vacs ( ) ( E FRAMING PIANS) Z g cols vmix E'svuam eatatvt eMGs wars tTxa¢ sas+o Ii11aF11 vans CEO JOIST 0 24'o c MAX F (BY OWNER)EACH END OF TRUSS o'yrya 12 SEE a W ' LL xatoa(�ms rvaolc tial SrE uo�, aatDs(�Rm ttPawc vLw Far sn an vAlWts(�ttor rRuvt RAa �tw+o) TACHED TO RAFTER-(3)10d '' _ d m J S avaao) v slcxn m m wvrtx lurz./(t)to(m a«a0 m L A w X C rAaTaam m RutFr vutE./f0 w m mN.a ru�EeD m RMT01 RAIL./(O m(m owml m moa o Cauat FADH sax w xw typo m sFinaa mss,IasE 2ND COURSE � � Z FVaH IYFRR vol IIIFIDL INaO.ID oRFR alis(Sea3m w m m)vel ItMHLBLOCKING BETWEEN RAFTER 1 Itz, tm r ton an tlw P'�" OF LOG GABLE W 7 ex stn tx ail�m mwtm�vRmi sti 12RAFTER TO TOP PLATE _ ______________ 1ST COURSE y O ro1D la000la+/m aawaul ITAN . SeD paw ym � Paw malATnl a aLmuma aatm sat (4)8d TOE NAILS _______________ __ OF LOG CABLE V' K ala lavaaafn tox nrswi W a-M asYamt (FOR SHEAR LOADS) CUT_�_ DROPON 3j, GABLE o X a vaa epaWn(m otnilp la I•Fm AR T H2 5A BL slazw w m mop. Farat iaV aeoHp 9PiJN u m mIMA�% mss+(ar 4000 saw maoms art set Da avtm axs saz vet np,w aelutmx Iwne(m aeriR) 2z10 RAPIERWco SOLID BEAM OR C WALL q �� � LOG UNTEL w LOG FASTENERSCENTER 2x RAFTER, / REFER M CONTRACTbaaptm Rai m va m FHam CSAME SPACING AS IN WALLSIW FASTens PLATE OVER LOG FOR SELECTEDLOGzroair xmmn tlal lm"M AS WALL.FASTEN TO SUPPORT POST STYLE&L-SERIES GFA LOGLOG WALL WRH LOG (SEE FRAMING ATTACH POST N BME--CTE. DETAILS FOR MORqLOG FASTENERS STAGGERED 1lA etla m xaaoltnseminattMwr .wHOG'o c PLAN FOR SIZE) w/LOG FASTENER TOE-SCREWED INFORMATIO2w vet Etas rAsmm ro IXmm (D ms Im Ia11F1 m EACH COURSE IN LOC WALL& 0 16'o c STAGGERED (2)PER POST w/ 2n/ft)tr Itt rAalfeFl6 r mz be sowow lac was vrt Iv+s raslvm ro arena st[a vutota/ 2x SUB-FASCIA BY Tac omox:m tLoaR leas T (o tt•m imrx as (a l l INTO RIM JOIST AND O EACH LOG WALL SYSTEM p�•' ./Go,m two Orf o"n. .�(z�(ar oarmr) DNi oWwux¢ z-o• loo raa.i m m Hoc ztu OTHERS (4)PERPOPOST./V SOFFIT BY OWNER LOG END,SPUCE,AND LOG CUT sen 2�, moos[uav®z./aswam wax Im rAaDas ALL OR BEAM FLOOR&ROOF LOADS w •8m.va. mw+mm¢msa�axmro s vu o ta•a<meman (SEE WALL SECTIONS) f/) a e 2 3 8 /rAaY xo° av m�aam�n FLOOR ASSEMBLY aamlzusnwmas �.�m �' a �. dm LOG WALL POST SUPPORTING IL IN FLOOR ASSEMBLY e.rtMaxstuLFPMs �'"�w�'"m"'I�"" EAVE CONNECTION LOG IL END: nom alwmaY roma nam w�Wtw YY�a� rAs04m somr TYP. EAVE DETAIL ® FRAMED WALL � � ��•ro1� "a��m��� laa`"'w & TRUSS ROOF BEAM LINTEL CUT G ROOF LINE a • HIM� AS RAFTER TIE AS RAFTER TIE OVERHANG / 11,/2•_ ,'_D• Z en 811 c b o NTS NTS NTS 1/2' 1'-0' 1/2" 1'-0' / LL !1 a'q bs•� /a•OSB OR r COX ROOF RIDGE TENSION DORMER ROOF. of-j' jEj SHEATHING w/8d RS _ ( ) G(� ) V NAILS 0 6'o c EDGE&FIELD STRAP•LSTA12 ROOFING BY OWNER bb AND 4'o c GABLE RIDGE BEAM RIDGE TENSION Som FELT OVER ROOF SHEATHING Spa FELT OPEN ROOF SHEATHING B a a 5 (SEE ROOF FRAMING PLAN) RIDGE BEAM - a DROP TO PROVIDE ROOF ' (SEE ROOF FRAMING PIAN) RAFTERS(SEE ROOF FRAMING PLN RAFTERS(SEE ROOF'FRAMING PLAN E y`c 3&S� 12'-24' VENTILATION IF REQUIRED LSTA12 FOR SIZE&SPACING)M RIDGE FOR SIZE&WACNG)M RDGE M 2 5 z s MAX RIDGE BEAM ROOF SYSTEM BOARD(FULL DEPM OF PAM(XII) BARD(FTN.pEPRI 6 AAFlFR Ixlt) OUTLOOK E WALL Avr/ND (SEE ROOF (SEE FRAMING PLANS) (4)ad TOE-NAIL AND FI3 FRAMING PIAN) CEILING DOSIS �m FINmf�owxLA) FULL LOG CABLE END WALL OR SST LU528• H�p CDLWC Fp115H(BY OWNER) BALLOON FRAMED GABLE END WALL 2x ROOF RAFTERS CdE181/7TG w/OIITLOOKERS/IIP TO 24'Mon 4'O58 OR J'COX ROOF 1@ SSr LUS48- SHEATHING w/8d,RS4z ROOF RAFTERS ATT CH POST TO RIDGE BEAM NAILS 0 6'oc EDGE&FIEND TO INSTALL BUCKET 0 48"oc MAX w/(10)LOG FASTENER TOE-SCREWED `. CUT SAW BLADE WIDTH HEAVY 1WIRFR FRAYm UNLESS NOTED OTHERWISE ON PIAN AND 4'o c GABLE SLOT THE DEPTH OF MINIMUM WALL INSULATION THE BUCKET IN RAFTER NOTE FOR 4x RAFTERS 2NO FLOOR SUPPORT POST FRAMING PLAN TO BE R-15 r/R-3-RIGID FRAMING PLAN 12' BEFORE INSULATION SUDE 0 48'o c THE LUS410 (SEE FRAMING PLAN FOR SQE) 1'-4' 1'-4' 1'-4" i'-4' 1'-4' w MN7( BUCKET IN TO SLOT THEN _MY BE REPLACED BY PIA¢(1)RAFTER OVER SOLWML INSTALL RAFTER NOTE DD OUTLOOK BLOCKING 0 24'o c (2)LOG FASTENERS RatPEo DOWN J-f'To aLDp ax4 ImxgRs NOT NOTCH OVER J SCREWED THROUGH THE tD PASS oFER ¢ o .+ FULL LOG GABLE END WALL OR RAFTS THICKNESS RAFTER IMO THE v BALLOON FRAMED GABLE END WALL RIDGE BEAM 3'MIN Isms w p p 1'-4' 1'-4' 1,-4' V-4' > > w OI14aFIfle w/ If1YFDlTrBLOCK(UP TO W MATO GUTTER FASCPA& Z t- 6 RIDGE BEAM POST TO "T(BY Ovoo (2) HDDERB GHD ' O O U N GABLE OVERHANG DETAIL CONNECTION RIDGE BEAM " 1/2' 1'-0' 1/2'= 1'-0' 'REQUIRED WHERE WIND 1/2'= 1'-0' f2 -" n SPEED EXCEEDS 105 MPH EE Imoixc(Irc wYln vaRR(Si Rv 2' �WI 12' j'Pi;10 ti m H fWIrG FI/a ren �`/� n m w U ]a 6 Pnp1G FELT P°TIID m Nttl 9iARaL mar I I SOF° N mc,9°xlFnmh suwoo Lia£Pawl.ams O W i iFR.aIY�a(PIM Fxaoroa F 6 I I (O laslwamm tt>as.vmxai E•sviatc lozml vans . I .�<'.,' T ¢ vARFFs(em falai tRAMee nae mA slTi w sv ri-I-T 01 —T m SST MSC SRE) nRllltoH Bars12'TYP w�. ,:, m l\`�;.I I 1/J 3G D RT UNDER IllG 4pNG./(al m xas(Irt FOR GIRDER yy nn a ratty wH ren ppa[mwRY OWNER) 'jnmpns 1 i Amso19'•e. (2)2i H(!•DER ROOF SIaAi1MC BEYONU 7x4 FRAlnxc r aauunax DORMER WIDTH :T:GLUNM mH.w / ,.u��,2',Y-P ISDITOR OF (BT vfl ^LLAS REQUEINIT UIIRED TTY TOBmIOY Oi SUR'Oflf RAFTEIS. AS REMOU Uy LDGL CODE SIFP COIIInFR F1I9INO,FTRL LENGTH OF ALL OORIIR twL1K01 CODEIIINC, o ROoi(BY DATan) MODEL claw iaR araaplDx ,- (�ms FULL LENGTH FOR ALL DORMER WIDTH YARN ROOF SUPPORT tt Q rextam vlAa Fan DORMER WALLS O ROOF(BY OWNER) HOLD Ste(FRAYUC To RAFTER(SEE PIAN FOR aia�� A Helot lE(SFZ � ALCOYYpM1E 9gAl1IY,s SONG a MEMBER) DESIGNED BY nM faR E w INTERIOR FINISH D (BY OWNER) 1� CHECKED BY. J RAFTER RATE (x)tm caws m HOLD BACK RAFTER& DORMER wa t c RFTER TO CONTRACT FOR SELECTED FRONT VIEW w miEcwN LOG SOLE&L-SERIES GEMS FOR (3)h RAIDS MGM FRAMING TO ACWMMOWTE 30 m FELT UNDER LK:SIDING, PLAN DATE SHEATHING&SIDING ROOF SHEATHINGHE YqR pIiORFgION VA9fR Ooaa'R WN35 m(aEc)onDs rASiDaD tamlFR ,�• 2.4 FRAMING w/DISULAT10N NADH ROOF SUPPORT DELIVERY DATE ./(a)tm mm REFER M CONTRACT mvwm(Irc aetaTO x SFF2 SFIEI:IED LOG SOLE&R OIIDaOR FISH(BY OWNER) RAFTER(SEE PIAN Amen rom was lormm° G LU LAM m„,' °NF Al m vaH qunWAfDTt L-SERIES DETAILS FOR MORE TO BOTTOM OF SUPPORF RAFTERS. FOR SIM&NUMBER) VALLEY/HIP GIRDER tm`24°` WM6" BiFORMAnDN SHED DORMER PAPER �� PROJECT NUMBER RIDGENNECTION TYP. COLLAR TIE GABLE DORMER FRONT VIEW NTS CONNECTION G.2 • G DECORATIVE RAFTER CONNECTIONS NTS NTS NTS 3 NTS 2x RAFTERS CENTERED UNDER DORMER WALLS S EET NUMDE T 8 2 611015 8 13 09 AM,WES FOUNDATION PLAN KEY- DOOR SCHEDULE GENERAL FLOOR PLAN NOTES F: 0 g tk a 3 a 2 F----1 1)UNLESS OTHERWISE NOTED,ROOFLOADS ARE ' w ____________ I B'MIN.FOUNDATION WALL DESIGNED FOR 15 PSF DEAD LOAD ALLOTHER 0=0 Z 1 s 2�` .—I I ---------------- L0 w/2'FOOTING Created at 425 PM 6/17/2007 ROOF LOADS TO BE DETERMINED BY LOCAL LU �g 6S�o_mw o a 1 BUILDING CODES I.- R `1 S` MARK SIZE ROUGH OPENING P QTY REMARKS PROVIDED BY FIT I I (3)2X6PTSILLPLATE 1 -0x 6 21 z 101 FxT 1 DOOR TO BE DETERMINED BY SoulhlalM "3"oa TYPICAL I I 1 o I 3'(MIN)STEEL COLUMN fx•'9bmoo ,7a`o z O�� �a ffiSaoE I 1 I I L_J (BASEMENT) MOP,+�r E oz p z�# c v c m°7 1 I 1 ( Q WINDOW SCHEDULE y2In0A00zOzs-1m`j1yS�m1, ,Z e. LL $B S Eas= z ¢ 1 1 I r-1 3'(MIN)STEEL COLUMN av;mm zzczoN9mp9amcT-1r �Q a Dyo oo Dom n8 o�y ij mom CJ~" in z IL I I • I w/POINT LOAD ABOVE Created at 426 PM 6/17/2007 y y w y x- p m p y a g o F= $ z o I 1 REINFORCED CONCRETE SLAB I L_J (BASEMENT) m az m p T.+n S S A v °o m 9 0 o m 7 z I AS PER LOCAL CODES I I ®i MARK SRE ROUGH OPENING P OTY REMARKS PROVIDED BY v o=. v T. m y n 5 C o o p v s W G 3 I I 6 DETERMINED WA W 1 WIN W IZ 8 ET BED Y 19 y p �' S 9 Z r IOn m m y C'0 y a❑OJI 1 1 1 r 7 3'(MIN)STEEL COLUMN W/POINT �" oyir'�y�m Zo� zoym`"pm LR ❑~i I i I®® LOAD ABOEBSOLID BLOCKING o� axgcyL�"p9a� i=§a0y 2:y Z �L$ }„EE}���e � Z Zr�9y Ov mzr zmpoOz ��mSaE m I I L_J (BASEMENT) �m �”�" n m s I 1 omav a o�mm`- spOo s =m �orm� 'Gi9mr V I 1 NOTE' I I I®I 12'SQUARECMUPIERGROUTED om- yz o mopz a >:aoao2 v (CRAWLSPACE)see detail sheet 6 1 ❑ s -��'a y a Z S p Q a DIMENSIONS AND LOCATIONS OF I L- 1 m 9 p n m P n I OPENINGS MAY BE ADJUSTED ON SITE I I ® m 6T z m m� -_ mp z D g`_ 1 z D m acr m 1 I f 1 12'SQUARE CMU PIER GROUTED A _—__—__ —__—__--_—__ _ ym rmm- BBc_ I I ^ 1®I w/POINT LOAD ABOVE 4 o r-� 8 ac'a 4mg�Z�gm� • L_J (CRAWLSPACE)see detail sheet 61 - m oz r z z r 1e a r 1 I ( I r--1 12'SQUARE CMU PIER GROUTED O r I I ,a I W/POINT LOAD ABOVE 8 l:2 ( $Q I L J SOLID BLOCKING m �WYS4'g•��g`fa•�'g•R'�g`°g I 9 0 I i - ®j (CRAWLSPACE)see detail sheet 6 1 0 a na ii®® a a' Jui = 0 21 ( I ( I ® POINT LOAD FROM ABOVE y a son> OF //�•� t, r O o MO 1 I _______ _ I I q z NOTE: p y �2 I I N w DIMENSIONS AND LOCATIONS OF ii W I _ FOOTING SCHEDULE o OPENINGS MAY BE ADJUSTED ON SITE m o J wax 1AMx REIlSORCN6 OG ® 2-0'x 17 x CONT 2#4 BARS CONTINUOUS A Z ----- -------_----------_----------- -- m® Oy 1 Z�xZ-Wx6• 3#5 BARS EACH WAY - --------�-���3 -_-------_-_ ® 3'-0•xa•41'x16' 5#5 BARS EACH WAY a �O�O ZO S r 29 x . C S K mom;�o�m 2'-5' 8'-0' 3'-6' 8'-0' 2'-5' ® ❑ Qa $§ y In zq z o o z i v z-0•xa•6•,1e• xsBARs�e•oc Do o m;mrm�pgogg 24•-4• ®4 a-0•xT-WxIW #5SARSoIrOC w� >y �H�yO OHO O p O e p8 •i i 08g8g8g8g 9 z >; 6 ® 3'-0'x S'-WxIB' 05 BARS @W0C g �^ N m to GTCmmmm z ® 4•-0xr-O-. • 7#5BARSEACHWAY „ 39Sm3 aT9 = g'- FOUNDATION PLAN m m = 'sDa°b'Dn'> m_ " =E ® z6•xr6•x1s 3#S BARS EACH WAV 0 5 o �6�.FH chi y6aa�g e 1/4,"1'-0' ® 3.6•x3•-6'x24• 6#58ARSEACHWAY i�0��'DOxZO m $mrm w�r� ® 7-'x2'9',16' I95 LONGUUOMAL 9AR9 O O O !O •1404.0 N (I) 2 B5 a7i�m1: 395 LONDITUDI(JALBAH38 m' ®1 3'-0•x1'-0',Dart O O2 S S SAN ya m`jlm Z v EE¢G=g 1 a IRANEVi]iSELv(y zam ,m m m `m ENGINEEREDllHEADER LARGBYOTHFAS < < < 1® 6'-'x4'-',26' f095 BAR9 EACH WAY REG U[RED IF SUPPORT IS MO USED m '�m 2 0 � � J � 9� t AND CENTER SUPPORT IS REMOVED y y ti OO p O Op a �' E.�'�•jr ®7 4'6'x 4'6'x7-0' 9956AR9 EACX WAY O O y ©/ 5-9'x5'-9•x2-10' I21 ROW9 OF ~ a 9 y 9 9 J c c oC 95 BARS EACH WAY , . 0 0 0 0 O O Q 9 X.00 8C2 (21 ROW90F(6) 9 O r O 0 _Z E c d pG G ? ®7 5'-0'x5'-0'x76• m 95 BARS EACH WAY 24'-0° czi o z o o LL B 9It .e 8�5 ROOF FRAMING Qd MAW ROOF-ROOFSLOPE612 n F - -------223�B12RRAFTERS OAREDS 1/d•.1-• - �9CI xOOg9�Om�$DOm-�Amgm�9mn�"rP'�9m�39m-�mr mmmr�11ynn=1m"�m9yI" $ �8 a'aY£mSam SyC $g20CEJNOJOISTS@16.0C FLOOR PLAN amT 240VHANGSCING m"m7/16'03 ROOFS FATHING 300 ROOFING FELT ZmpC0-p0Z OZ pp O mTS = NZ he I66 9 cmc 0 W (/i N yN 'p9 Z#p 9999�9'C09999A �Z NOTE: Z IL T 9 T ODO y0y0 DOy0y0yz 9-I9m9m9III F, mp za > U) __ _ _ ____ _ _ _ IN HIGH WIND LOCATIONS,7/16"OSB y�yc4my�y�yc4Fg D- Q y Ir-11-- - - ---- ---- ROOF SHEATHING WILL BE REPLACED - - N m N N N Z O ¢ x W/5/8"CDX ROOF SHEATHING o 0 o g o o g D m Q w X m � IL < p H I Material List for a Promotional Stockade Garage I Item Code Descri hon U/M QTY Required IL C66YRFFG 6x6 SYP ROUND/FLAT LOGS LF 1,100.00 w w S6Y SIDING SYP FOR 6"LOGS EA 32 p m HC716 7/16"PLYWOOD CLIPS BX 1 HCST CAULK,SOUTHLAND TAN 2001 CS 8 HD6 6"WOOD DOWLS EA 120 Ca HEWS2000 EXTERIOR WOOD GUARD PL 2 'Zm <i� HF10G SILL FLASHING,GALV 10- EA 2 HHT HURRICANE TIES BX 1 ----- - --------------- --------------- - A A H09 9"LOGHOGS SCREWS EA 4 t. �: `o¢ RF30 30 LB FELT RL 8 N 0o m� S0716 7/16"OSB ROOF DECKING&GABLE END UNDERLAYMENT EA 36 L16YFB 1x6#2&BTR YELLOW PINE WINDOW&DOOR BUCKS LF 18 o L2414S 2x4x14 KD SPF#2 OVERHANG BRACING&GABLE FRAMING EA 62 0. L2614Y 2x6x14 #2 YELLOW PINE RAFTER PLATES EA 6 L21 224Y 2x10x24 SYP COLLAR TIES EA 20 MODEL L21018Y 2x10x18 KD#2 YELLOW PINE RAFTERS EA 40 CUSTOM L21216Y 2x12x16 KD#2 YELLOW PINE RIDGE EA 2 DESIGNED BY - - ---- - - ---- - - - L268T 2x6x8 P.T.KD#1 SYP SILL PLATE EA 38 CHECKED BY RSS SHINGLES STARTER BDL 2 MEL RST30 ISHINGLE TAMKO 30 RUSTIC EA 28 0/?J15 RST30HR ISHINGLE TAMKO 30 RUSTIC HIP AND RIDGE EA 1 L DELIVERY DATE DAS30620M 13068 6 PANEL 20 MIN FIRE DOOR EA 1 ;S—TYLE AND SIZE TO BE DETERMINED BYSLH I GENERAL CONTRACTOR NOTES, WC2032 20x32 CLAD_SINGLE WINDOW _ EA I 1 1504817 --- -- --�--- i)CCNTRACTORTOVERIFY/LLLDWENSIONs PROJECT STYLE AND SIZE TO BE DETERMINED BYSLH r BEFORE BC-GINNINGCONSTRUCTION L-------( '_-!- "-- -�I-C(BateOln3/09 z)REFER TO SOUTH6AND LAG HCMEs• J ' ROOF FRAMING PLAN CONSTRUCRONMANUALFORFURTNER 2IL .1 1/4'=1'-0' - INSTRUCTIONS ` SHEET NUMBER 10/7/2015 11:40 AM NEW YORK,NY LOG STACKING(RetertoDetail 2-e) } gmscz4 STEP BY STEP INSTRUCTIONS FOR THE 1 IMPORTANT NOTEI Logs cannot be paced dire*on masonry stem 4 Z LL Z wall(3)pressure treated(PT)2x6 SDI plate must be installed before you P: CONSTRUCTION OF YOUR 24X24 CUSTOM GARAGE °TM'° I...w g 8 m _ begin the log wall Z a[d m- -EP Before starting a+y construction please read through all instructions first 2 To Insure alignment wth the anchor bolts,place each section d PT 2x6 I "'"NEpA1 F U Q S z Q 98-E g and famganze yourself with the plans and ocnstruction details provided Umber over the area whore d e to be seared te the stem coal Using a nea°s ssmw acr LL 1 n=$ SLH also recommends that you check your local building codes for any made(,hammer the board over each anchor bolt hand enough to dimple �� m _=oro 8a special requirements Especially in high wind,heavy snow load and the underside of the board - �� t° B sesmic areas EXTERIOR FO01IN MA30NRY b 3 Once location of anchor boll is determined you may dill a I'diameter hole BLOCK forthaholttogotough This will slow for some alignment to be made SITE PREPARATION, N¢TTSs before sill plate is seared 8 _ m s 4 c�EuE ^ 1 Clear at debris,trees ab shrubs from theconsimam sin Make sine to cirFxtcwxasswas .—vism-0 jrE 6 S EBm check for any root systems Iran nearby trees that may disturb the liEaesExtmoawro cur x.ua+exmm;u snEuwAu rvAu A)For poured concrete stem wall,apply(2)continuous beads "b°�i „6 ` foundation in the future zc Soassmx Z 'n8$om coal tela of construction adhesive to the tap of the stem wall, 1$ 2 It There is any dauntathe location of underground ubgties have allcansed Z Sa S Amor' xx ata•caxcRETE soar i e m - company come out and vert the location before on exravabon is tsr-m approximately 1•and 3'hack Iran aside edge 8 3 PaY N Y rrsow.0 XJGINi g5 mP5 started w1ExwEtnAu respectively Placa PT 2x6 sell pain over anchor hilt and $ s u c 2 0 APPRWmFA1 . ovEwusAx¢RAvau'v s.oR wioerEAw�cmwuh,a sign with edge d stem wad 8 B 3 Layout the exact location of yarfandation by using batter boards se aueim noxEaux-In. - - - -------- as 3 a c�+ whxw roFRxemea+eDE Ru B)For masonry block wag,once Sig plate s in pace and a"K 6310 i 8 g described h your SLH Concoction Manual,pg 1-12 aosmaouxow¢eEnEweR ISPS% j gg§ 2 oRnR hor it Signed properly,use a washer and nut provided with - 44 8 m :�iEnEwaR msxn Fun anchor bolt to secure all plate to stem well S 3 FOUNDATION(R�terte Detail dors 1b) rmoYFooTuouor -- A90wIRADE —— 1 Excavate area for poured concrete feeling e' Since all dogs for your garage are random length,SLH highly recommends that 2 Footn nest be aced below host ins and at least 12'below grade - 3 g p Wit -••a,'• -•o, I you carefully layout and pre-cut each log wall on the ground before you begin 3 Footing mist be reinfomed with(2)continuous hor¢antal#4 rebar and(1) construction This will slow you to detemhinsyoint locations,wndaw and door 104i0Gei°eS01169•w xmmwis W #4 rehar with honk must be placed vertically every 48'on center and ~, M _ § locations,as wet as any cos that may reed a be made before logs are seared tff'x V extend amnmlm of l4'ma the stem wall ours oumRu soL - wwsro°flx u 4 Soil beadn OREN@IEERmFILL sox ° into place This s a good time m check the manufacturers Specifications for E- a g pressure m assumed lo be 2000 PSF It sol conddons are mx1 openings yon sp prepaat col .O found to be less than the assuned contact a local structural engineer fora _ wcxst ExiEt¢oAEaoiwcs rough o� s for r tlocr end window Tme em m Itis \ In ntweirteear nhxa greatly r your chances of encountering a problem as your walls are put into — etlZ Ww reevaluation d the fantlabon plan orimrvnsEwlnEmEo y J omiGmwxaaxs. faCB t 18 5 Construct and secure the wood bans Into pace for the concrete fooling PO ExrEBwRFcohWcssxuteE p J 6 Mix and pour concrete according m corxxete manufacturers Aun rh+EBcoor eTw-uu olein®irwsi tzi�av 0Q specifications Eouuros whit. p a 7 Allow corcrem to are for 24 hours before removing forms,and allow an a rTm.r ii—cove RESEero Base Logs W Fwxauhhm row xmaRFnEaxlai¢orcwaawoulso<oxmETE additional 24 fours hetero construction stens TAuswrvAarwETooSeLoF's—e canau Ea,x owum 00 cur F.M. -ISS oM To&R.S 1beaus L.I'sueNOWATm 5 The centerline olthe logs coil be placed 2*In from the outer edge oftha X cox FoohwowmxsauueE cowxnaxs AxDsesuczoxa wmncanFaR a1sED0n mEL¢ADSFAI—sari SaSx<hiEMPo0.ON.-warrimnIE 1&r.— sin plate eFiNESW.ORaULLff DESGxmw MAYNMlYOF(II.aM Wl11a1mET0PiroFTME I STEM WALL(reran te oaten 1 a 6 m) AttoRSMcr.Acow m w�IUN®xEaanoaa n EFoo coo Ano(ba 8 7o find the centerline d he lig measure 2 13 16 from the flat side of the a m Exaxmmiemumca. a.w.mocwsro.x N Dwo+rxw colo log and male a panel mark Then using a carpenters square extend the I _m $ '11e" 1 IMPORTANT NOTE]You must date-..the location and the size of [me down to the bottcin d the lag I S 3 M=11 you door openings before constructing the stem wail The sim and I o 'a S 8 B 3 location of the doorways shown on the pars you received maybe 7 To mark the location on the sit plate snap a chalk Ihre 2'in from theouter g; edge of the,sit plate customized on site by the customs 8Z`Se� 8 Ater you have marked the,sill plate and the centerine d each base log w p a a m Z HegI t of the stem wall may vary due to different depth requirements fixP -11!begin setting sure to a ing each log Into place making sltem wi o them the calk ,sYu S the tooting. (/� 2 9.a z z' g g 3 Stem wad must be a minimum of w tick Ine. Z o EAj_3 9 Stan a the doorway and work counterclockwise making sum all openings = 49 1` as 4 Stem wad must extend 12'-16•above garage Door slab te allow Tor proper 2 JS m Z areconectyplaced d E bin m€ garage daorheight ia,ww.remsFvw�,oxw wiro.,..• � �,:uo25� 5 Stem wad maybe constructed using 10 When you reach a miner,Refer to Detail 3 The butt(ori will alternate -t 3 z y gpouredcooetecreke'x18'CMU Q ePat =@So apse h/course a^p 6�£? block Z S a 3 S S. 11 Aker you layout you base lag course you can make sure your well is rovwmxwmi.�i: ss �$o.a 8 B 6 If using poured concrete the stem wall maybe pared at the same bme as LL S A-`� the lootin& straight by hammering in a nail at each and of the wall and stretching a >c z 5 string between them Q E c s d 7 If using masonry block wait for footing to properly are before continuing n,iDa„ 2 12.Once you are sashed that the base course is straight mow the logs back mem r 9 ' 5 a 5 corstmchon - 6 W a g z m a 9 B Tom to tlhalk line and appy(2)conbnloa beads d construction a S –– B Masonry beak shall he stacked will(ohms staggered and cavities filled adhesive They should be approximately l'and 3'from the edge of gine I Ns I SHINS. $ ._°+ ._ where#4 mbar extends from fooling Sig plate %B IMPORTANT NOTE[Be sure to double dock yourslem wag is plumb, 13.Nov set yar logs back nto place over the adhesive and check tomake square and level.Any variations new may cause problems in log stacking less, IX7ERIORFaonr�c-coNCRErE 1a sure they am aware and level r j Z m Ig Nmroscus - 14 When the base logs are in thew fired position toereil them together with(2) C t� Z Z Lt. n0 A)For poured concrete stem wall,before concrete hardens 18tl galuianized nails to bghan each tont and comer Be carefulrola n<ar„wvaww° > .RFemsvmoa.g cause any dog movement whle doing this as .w°a fn push n h'diameter x 12'long anchor bots®T-D'on xrewux+eir+msn al - center wth a maximum of 6'from ends of wag Leave coot 15 Using the Log Flog"fasteners and socket provided screw base logs to sig PWilmlahnlnEsrau approximately 6*of the anchor bolt exposed above the w"a 7. <oxu>arEshAa Pfaas making are the heads of Me fastener are countersunk Just below mRx.4iw m stem wall.(Refer to Deta12) AP, °arnTEsue. the surface d the log. -- - - w ByFor masonry block stem wall,before mortar hardens push ®W 10 Typical spacing Tor the log Hog"fasteners b 2 Le each butt Jdnland m1mer,and then 3'-0'on carder Shared hom sldeto side efertoDemsm'hdiameterx l2•lorganchorbops@E-0-on peter 01�os"N SOP - w¢awuh,w °a z , 48 wlTffi o FVmfflb eE wkhflmaxmum of l2'from ends olwal Leave AxesuRRooxmi¢eExhEaoa 5) appro=MeIY B'of the mehor Wlt exposed above the +a+r v rx+iwsnw°`S®i ,,,nov.Y 10. ¢ M stem wall.(Refer to Deter 2) sTExhaNOR�uniAx - r ,,, r,,e,�++"'�"VeEiQ ? j h w zFaoYE"as"Ea be ——=++- 17 Be sure to alternate sides m you fasten down the leg to insure a light e w w t orad--ion «Ov 11 You may haw to fill n seebors of the masonryKlock as necessaryt, _ even fa rv'•'s401's"^®"°a'� 1O1g6CF°"� are m m N egow for placement of condor bots(Refer a Dead 2) •�. -•�. 1&Naw you must install dowel pins at at bug pints and comers To da as 12 Fellow manufacturers mstruchom on amt time for mortar before GRAVES drily a 1'diameter hole approximately 6•deep(depth of one log course) comfnung construction and fiff%be1/3 wth caulk Hand press dowel into each hole so that the Q G� 13 Exterior of team Wali and footing inial be covered with on approved fila sop Isust below gine surface of gine� ux wIExGPIFEAmNA 1 log ----- membraneandbackfiledwthcleangravelor—shed stormmcwit Ezmuescownses �f �LLm M..0 auuEneeeEiuvmE ImeertaM Note-Doves must be metalsd properly or the warren 14 An exterior canalwst 4'ntllaneter mum also be pscedammlmum of .WMEu—a pr P Y N will be mw �m°uvw gwaur ct m� ¢O x: o� oriiEie4sEmanEcim 2-from fooling and aminmum of above Undisturbed natural soy voided.ioomcsEoohwarYaxsoxs Ae msTaawsx . mho na� A IIN rFERceor t'Th9•LLU RAfED6hFAA 1S®Run CONCRETE SLAB(Rear to Deal 1) T., q Log Walls coo �' mom a r-raw-C-laEwm 1 Backfill the nterior of the loundation until it is approximately 20'belowtop FouxeAnax nuc w msF0a ou M=Os s1bmC0* mei. 1 The remaining log courses follow a easier installation method to the base t/1 �O of stem wall.Be sae that fit meets or exceeds the assumed sol bearing c s.hr REFERMI'SunAneN rollIaTAwm Mares M.DGRoIwwAhah course d RAN FbUhwGNahx "1aE -orma,AND sa9lcmis.-m-mm— pressure of 2000 PSF McasM mweFArenGVA _ HISx<REEIfoRIa1G simwNtssiAueEmamm Z At the comers the lags should extend IZ beyond the centerine d the log Z Place 4'clean granular Oil wtlh vapor bameron or E-011aowl9El 4.18DN wAhonweor ln.iwRwnxamETaw tzorrilE lop wccaRaw<Ew<awim wNLph.9nlESerrs.. Paolo.aloin. dcmamas(Referto Detarl3) MODEL • eiaxmaxaxRAcnca eAR u•oAram xooxAExhExoae+es.oro 3 Mu arc pour your stab according to manufacarere hstnActons ata shEuwAu. 3 Be sure to check that each corse oflogs is level and plumb as you � CUSTOM minimum ot3 W mickv4t+6'x S welded wwe mesh proceed 4 Leave W expaaionpm alstem wall. 4.Use door and window bucks to frame your openings as reach them DESIGNED BY JMG ,.. 5 Allow slab to are according to the manufactzers specifications 5.You may not have a but joint in the logs dwecly over a door or wndow CHECKED BY: opening for the(2)courses above gine opening MEL FOUNDATION OPTION 6 Butl Ions shoed he Isle steggened at east 2'(rapart.(Refer a Oetal 5) PLAN 1DATE 0/2115 • t maybe possible a wnstructyour Wong,stem wall and slab alths 7 Your completed log walls should be 13 courses high and extend 6'-1 Vin samebmebydonglfemaasnglapour Please mnsull a local contractor in above your all plisse. DELIVERY DATE rtenzi Information on constructing GENERAL CONTRACTOR NOTES 1504817 your area fosse tete s an option az youru n9 era Far addg yar l09 will Passe consult SLH • Construction Mamhal.Although Itdom net reference this type o1 garage 1)CONTRACTOR TO VERIFYALL DIMENSIONS PROJECT NUMBER • specifically,it contains many helpful hints,and bps tlRatwii help you ecoid BEFORE BEGINNING CONSTRUCTION Possible problems-The secion for assembling log walls begins on page 4.3 2)REFER TO SOU H A ND LOG HOMES . CONSTRUCTION MANUAL FOR FURTHER INSTRUCTIONS HEFT NUMBER 10/7/2015 11.40 AM ' NEW YORK,NY 3 LU} nfflE Z Z LL $N198tiN81 W JBm EB,` yam®+tie s Z Ix a Sg- Ef or�xr ro-' sa��€�� a 0 02 BLU ROOF FRAMING(Rotor to Detail 7-9) 1 To begin roof Ironing locate the 2x6 rafter pious,and 2.12 ridge board in yourlot Out to length to match the log walls Mark rafter plates and nelge °nav°Rtwk L U,,YC_A_aT CFlATGRXORIOYIDm TYPICALWNDOWOPe4NGIN board with apencil®16•oncenters This is the spacing for the rafters" fIInmooADOK_ ON GTAXWaWDa LOG WALL 40ji5 na;493� omrs f0R H.T.— 2 Center the rafter plates over the log wait and secure with Beat YOK. h 16tl rials spaced " axiwaReuRlsm Rto, p gE„ gg at 16•on center,staggered These rafterpiates ordy need to be on the left �„ "O � (' $�8 E m adnghtsidewals Thefrmtmdewmllmllbefranedw4h2x4'slater WINDOW AND DOOR 2.7118996;. on for the gable ends ,,, ^us98 a $ 3 Use temporary framing and/or bracing to hold ridge board a place 1 It is always best to follow manufacturers specifications when installing any $ �5 (3'-10''/••above the rafter plate)so you can determine the proper door or window naoAoo REaP suoAmxaa $ $5 z L placement for the cuts n the rafters You wil need to cut a notch where far.Bin HOG BeR S A a 2 h Is Important that you determine the size of the rough opening needed for L HOG °p$ the rafter meets the sit plate,commonly called a bud's mouth,and you willGeteUCo OBOPSHH.Utiort $ e your specific door and window during the layout process before 6N10°'"1B1d1°� =2 ' -need to make a straightcutwhere the rafter meals the ridge board so they Y Pe 9 aY P roc B'. oR 1m I.aNiauoxexax .g 8§o can be secured firmly together construction of the walls is started B'. be I ara•f oaaP�Gru Ami 4 Another cut wit hemade roNation the lop comer dthe rafter where rt 3 The btrcits for the door and window can also helpalign logs dun rig saTxvrHUuDePu ,ap,�Lvawrewoeos° NSERTAWlAlUYNAPCAP {BOFlIEdWNOPNID0.IYPE, meets the ridge board -rho flat area created by this cut cannot exceed 2• construction by iramlrg the openings and being temporarily supported In �°N"QUQR01a"'d 1utlnaogNuuerox (Refer to Detail 9 OF°er� AeitHgLisi DReaes TRm IEY W 5 It is important that you have the ridge board centered and a1 the comet[ 7 place Making sure they are plumb and square - haghtbeforemakingarrywlsnihsraflere "rte"" - er' BUCK p� ^ 6 Once you have cut(1)raker for each ode or the ridge board d checked CONGRATULATIONSI Youbave now completed construction of your Custom TA aq, MO LY \ Ym04Lm LL to make sure they fit securely You can then use those rafters as Garage from Southland Log Homes.a ltwDOWNItB ermaaspwA xa.T ^at Z gxaAo nanvA sY wU) ir template to wt the remaining rafters YMEx mACYNG T J oos Aoumu 7 IMPORTANT NOTEI Do not remove temporary framing abraorgforf.Rmxoowsroot xaaomer y0 civxGwaeucx ridge board until collar Use have been Installed It is Important to remember that before undertaking any project of this type you (.Y—.) 1wDmass.er c9 D avar.aacpxo I uxooesuLxaawammo Q e Secure all ratters in place using(2)i6d naffs,you can then setae the `°"'" 4 k understand all the skills,materials and knowledge requiredtocomplete the woo uwa Loa N colar ties Into position with(3)led Mats par connection(Refer to DelsA 7) •�I neaxrmioalRRR i protect safely and properly Please take the time to familtanze yourself with the �rrnwaq >K 9 h 9M the'rmrs m Section–A•m sheet l l fa,—M dlw t. � _ « steps outlined)tare as well as the plans and details for your garage. For further --for information you can refer to the Southland Log Homes Construction Manual _Btux Biu.d ee ` • 10 Once coAar ass are In place you can takedown the temporary framng or / mum„N seine INtl1aL °= -- braxng for the ridge board s PoLYVI,YJEaI. 'J sae aumrarava �3'c”, 11 The font and rear gable end training uses conventional 2x4 framing to ""B1O""tl1av, MY04TM ) is 8 d E frame the opening and then use 7116*OSB sheathing covered with 30a x.�`wavxx..s `=Siege$ felt papa to enclose rt (Refer to Dotal(l) 12.Use galvanzed or abmnrm nals to fasten the log siding to the ` I•:E a:a E sheathing. en 3 I' 13 A a consistent bead of exuenor c .y n PPIY erode caulking on top of the log wail Z E Z E EEeG'� coarse it beginertg of adult 14 Use a 10•darinum flashing at the bottom of the log sdmgwdh eauldng �raeRa J fag o k' sour nw,xw 6 J .E`,E v` above and below v..w,c,ax Q a�e=e 8 8 c 15.The7/16'OSB roof sheathmg can now be ser into place , Z 16 Lay the sheathing so that the long ans is perpendicular with the rafters ` ` _ APGLYCRVntAG.n TYPICAL DOOROPENNGIN L LL 9 as y 17.Remember to stagger pints as you go to the next layer up and secure '�`oii .o® fr��oN a o LDG WALL a1 L1 = E $5 aia•m,aw.vaP,.rw� wW.Go a � ��—�F � 7/16'tnmcane fres where to next sheetwll make a connection • ma.es, Ersne 18.Anachthe sheathh with°v r MOXO1`�O'• 9 fdYwDod adlesive antl Bd galvanimd common iwso,xm �aw ttausmovmm m E .- BY rials,space 6•on centerat the edges and 10'on caster on the intenorof 55 the shed Please refer toNalhg Schedule on sheet 2l $ SJdY e�foB 19 Be sure to leave a gap a the ridge for dolga vent to be suppled by others faToxsrn 14 His J Z m and appled later tadwo¢Rr fawnonms 20.After sheathing is secured you Can begs appysrg the 30M rod fall FlA91 ARowosex:wGu e00HOG O duRoalTnmurara 21 Follow the mandaOcaers instructions and local codes for applying the left FKSPOLrUlCor-ot.. f.slmEnaoarnmr Z LL 10 paper correctly n your area a1ROMm11(9YOwxal4 I leromtBa p n�u wra•1.OfF➢_� Y GMWLLYARYMSED.LOG Q .ixuxDTAx odaeL .0 0 Lrri aow,—A— pQ FINISHING TOUCHES xs__UU c V_ Gula I The last steps to take to sed m your garage are caolking,setwndow and TaPO__Ao,em—Ata nnBa.lnau Q iie door,and apply Southlands Exterior Snell to protect the logs Go ur RY0.MaR) 9Y m 2 The wndowand door you recefve should 6e nstalied accortlug to Z manrfacturerespecdoafions.Please note the size dthe rough openings aeucxsvRvnm W needed forthe doorand window before you begin your log wall oo.u+m0 I aarxmslmt L } a w Ge Constructor, .ncavmra:cYvccm,L 9 xMn :n�vsixw fl � 3 The tan colored caulking is provided as part d the materiels you received nmousrnsuaErrm 7 u w eY GUH.W.. O O U N • DoCa5a1 I C.CPnE&A, Rae.OMOLW r your garage x^ *^� W—ass.eY 4 The cauldng should be applied using the manufacturers mstructons on ecoipxs. I err OTXER, the package,and should be applied before any sealers or wood sterns are used ,Q qi J I aro 5 All seams between logs and eA fonts should be gutted to sed them c, ¢ O 09bly �i �LL W. SU tom 6 You may wart to practice m chidden area to sharpen your technique ,9.•swna�sw,.v,sc Mya�o ins ¢O before you complete the more visible Bea, - - W n1 os I F c �7 for mare information on caulking please refer to your SLH Constructionr ¢`ora,n Maruat,page4.17 m.rarevxec ]� mm wx 8 The exteror woad presemWe provided will help to seat and mals nm • R your logs O 9 For best results apply(1)heavy coat on dry surface 10 When hanging your garage doors it maybe necessary to hang the gage - D.L. door mile from one of the rafters or the Collor ties depending on the she MO door you decide on. CUSTOM DESIGNED BY JMG CHECKED BY MEL PLAN DATE 10/2/15 DEUYERY DATE Jr GENERAL CONTRACTOR NOTES 1504817 11 CDNrmAACTOR TOYERIFYALL DIMENSIONS BEFORE BEGwNNG CONSTAUCfION ' - 2.)REFERTIONMNDLOGHOMES 3.2 CEFER T ICTIONHLAND L G HD14ESFURTHER INSTRUCTIONS L SHEET NUMBER 10/7/2015 1140 AM NEW YORK,NY W (A O Zw L B�ms`;'o 38 �� Qv< ZLL¢Z Q£g€mffle 8m �Z =).W Fw� ymP;tee Ei Floor Materials Log Wall Materials RooMtud Wall Materials 5 °s o Z cc- i§s to tl UIn6 F-UQn Z =o< a�LL2 $ 2�� Please find below a complete list of matenals needed to construct your floor system Please find below a complete hst of materials needed to construct your wall system Please find below a complete list of matenals needed to construct your roof system V ~ In Name Quantity Unit Code Log Walls Name uant Unit Code L m PT Ledger FP 2 x 10 x 1'-8 1/4" 4 Be L21016T 1 x6#28TR EWP 1139171 Ink L16WFB PT Ledger FP 2 x 10 x 5'-0" 2 Be L21016T 3/4"x3"Jamb Extensions304 541 Inft WE PT Porch Floor Joist 2 x 6 x V-8" 2 ea. L268T Bucks 1 112 x 71/2 x 3'-5" 5 1 each LWB PT Porch Floor Joist 2 x 6 x Z-0. 2 Be L268T Name want Unit Code Bucks 1 1/2 x 71/2 x 3'-6" 18 each LWB 3 a $ - 47 s E PT Porch Floor Joist 2 x 6 x 3'-4' 2 Be L268T 6x8 Post 16 each Code Bucks 1 1i2 x 71/2 x 5'-0' 14 each LWB v=`-E 2 $d� a 3 PT Porch Floor Joist 2 x 6 x V-8" 2 ea L268T 6x8 A Kiln Dried Cants 219 581 Inft C68Y Bucks 1 1/2 x 7 1/2 x 6'-6" 3 each LWB `a'm a m r s gl f o l'8a PT Porch Floor Joist 2 x 6 x 6'-0" 2 Be L268T 8x8 EWP Kiln Dried Cants 2,626 86 Inft C88W Bucks 1 1/2x 71/2 x 6'-9" 2 each LWB 3 g 9 PT Porch Girder 2 x 8 x 5'-9° 6 Be L288T6-.62, ay m$ PT Porch Girder 2x 8 x T-9" 21 ea L28ST Bucks 1 1/2x 71/2 x 6'-10" 6 each LWB 3 ss gg 2$ e Bucks 1 1/2 x 71/2 x 6'-11" 4 each LWB B m 8 o m $03 e PT Porch Girder 2 x 8 x 8'-0" 6 ea L288T Collar Beam 2 x 6 x 9'-21/a" 6 ea PT Porch Joist 2x 6x 4'-1 112" 6 Be L268T Sundries Collar Beam 2 x 6 x 14'-0" 8 ea. - v„`o 2 ES 3 PT Porch Joist 2x 6x 4'-3 3/4" 6 Be L268T Collar Beam 2 x 8 it 8'-8" 11 ea. LU 00$ m PT Porch Joist 2x 6x 5'-1 1/2" 6 ea L268T Collar Beam 4 x 8 x 8'-8" 6 Be ¢ _ _,8 a PT Porch Joist 2x 6x 5'-3 3/4" 6 Be L268T Jack Rafter 2 x 8 x V-10 3/4' 2 Be Oo.H m PT Porch Joist 2x 6x 5'-9 3/4" 12 Be L268T Name Quantity Jack Rafter 2x8x 3'-6" 2 ea u Unit Code F1 $2 g6-` W 0 0 PT Porch Joist 2x 6x 6'-1 1/2' 12 Be L268T 11 In Log Ho Cases 21 595 each H011g e- Jack Rafter 2 x 8 x 6-1 1/4" 2 ea J o m a x m PT Porch Joist 2x 6x 6'-4 3/4" 12 Be L26ST 3/8 x 1/2 Black Foam Tae 210 149 each HT3812 Jack Rafter 2 x 8 x 6-811T 2 ea. pc o,v = o O a~ PT Porch Joist 2x 6x 6'-7 1/2" 11 Be L26ST 5/8 Plywood Clips 4 296 each HC58 Jack Rafter 2 x 8 x 8'-33/4" 2 ea W a° a p LL PT Porch Joist 2x 6x T-3 3/4" 22 ea L268T gin L Ho Cases 0.627 each H09 Jack Rafter 2 x 8 x 9'-10 3/4" 2 Be I.- 2115121J. a Z cc) PT Porch Ledger 2 x 2 x 0'-1" 1 Be L228T Caulk Vulkem Dovetail comers-tubes 16 each HC6626Jack Rafter 2 x 8 x 1 V-6" 2 Be tY $, $3? I J W = PT Porch Ledger 2 x 2 x V-6" 1 Be L228T Caulk-Southland Tan 2001 cases 20 713 each HCST Jack Rafter 2 x 8 x 13'-1 1/4" 2 ea. a E E' toG O PT Porch Ledger 2 x 2 x 1'-10" 2 Be L228T Dowel 7/8 x 7 1/2 262 686 each HD712 Jack Rafter 2 x10 x 1':31/4" 2 Be O n-a H E o PT Porch Ledger 2 x 2 x 2'-1" 1 Be L22ST EM Wood Guard-Hone 2000 5 al 4.429 each HEWS2000 Jack Rafter 2 x10 x 3'-8" 2 ea ¢a s E m o N PT Porch Ledger 2 x 2 x 5'-9" 6 Be L228T Galvanized Flashing10 x 50-0 Roll 3 238 each HFI OG c E o m m Jack Rafter 2 x10 x 6'-1" 2 ea �� ao PT Porch Ledger 2x 2 x 6'-6" 1 Be L228T Hurricane Ties 100/Box 376 each HHTJack Rafter 2x10x 8'-5 314" ash oLao PT Porch Ledger 2 x 2 x 6'-8" 2 ea. L228T Int Natural Home Finish-Clear 5 al 2 ea 1.534 each HIF Jack Rafter 2 x10 x 10'-10 1/2" 2 ea av B b m PT Porch Ledger 2 it 2 x T-9" 20 as L228T Screw Jack 13 each HSJ16J Jack Rafter 2 x10 x 13'-3 112" 2 ea. m a�V PT Porch Ledger 2 x 2 x 8'-0" 1 ea L228T Screw Jack 2 each HSJ443J Jack Rafter 2 x10 x 15'-8 1/4" 2 Be pE v m PT Porch Ledger 2x 2 x 8'-0" 2 ea. L228T Silver Oval Tag w/SLH Logo/Plant Location/Number 1 each LOGTAGS Jack Rafter 2 x10 x 18'-1" 2 ea 3a E PT Porch Ledger 2x 2 x 8'-0" 14 Be L228T Sundries Hardware Box 1 each HBOX Jack Rafter 2 x10 x 19'-10 3/4" 2 ea g _2 m PT Porch Ledger 2 x 10 x 0'-1" 1 Be L21016T I Yard Sin 1 each YSIGN - E E Overhan Bracin 2 x 4 x 2'-8" 17 Be L2414S 3 PT Porch Ledger 2 x 10 x 2'-1" 1 Be L21016TOverhang Bracing 2 x 4 x 3'-4" 43 ea. L2414S PT Porch Ledger 2 x 10 x 6'-6" 1 Be L21016T Rafter 2 x 6 x 9'-4" 16 ea PT Porch Ledger 2 x 10 x 9'-6" 1 ea L21016T Rafter 2x 8 x 1 T-9" 12 Be `m B a PT Porch Ledger 2 x 10 x 16-0° 4 Be L21016T Rafter 2 x 12 x 16'-6 1/4" 26 ea y m o PT Porch Rim Joist 2x 8x V-10" 4 ea L288T Windows/DOO[S a Rafter 2 x 12 x 18'-1" 12 Be J$ PT Porch Rim Joist 2x 8 x 4'-6" 1 ea L288T Rafter 2 x 12 x 18'-3 1/2" 22 Be PT Porch Rim Joist 2x 8x 4'-9" 1 Be L288T Rafter 4x 8 x 16'-2" 12 ea. PT Porch Rim Joist 2x 8x 5'-6" 1 Be L288T Name Quantity Unit Code m 4`o r 3068 Fiberglass 2-Panel w/9 Ute Grille Left Out Door(High Wind 1 each DBF3029L0 Ridge Board 2 x 12 x 6'-0" 1 ea. L21216R Z ° 2 ro PT Parch Rim Joist 2 x 8 x 5'-9" 5 Be L288T Ride Board 2 x 12 x 14'-0" 1 ea L21216R s o 9 m` PT Porch Rim Joist 2x 8 x 6'-3° 2 Be L288T 3068 Fiberglass 2-Panel w/9 Lite Grille Right In Door(High Wind 2 each DBF3029RI ^0 9 EE 30x32 Bronze Clad Twin Window(High Win 1 each WCH30322B Ride Board 2 x 12 x 16'-0" 1 ea L21216R m a PT Porch Rim Joist 2 x 8 x 6'-6' 2 Be L288T H 30x32 Bronze Clad Window-Tempered(High Wind 1 each WCH30328T Ridge Board 2 x 8 x 9'-8 1/4" 1 ea. PT Porch Rim Joist 2x 8X 6'-8" 2 Be L288T E 3"� >o 30x410 Bronze Clad Window i h Wind 5 each WCH304108 Rld a Board 2 x10 x 20'-93/4" 1 ea PT Porch Rim Joist 2x 8x V-10" 2 Be L288T 30x410 Bronze Clad Window-Tempered(High Wind 2 each WCH304108T Ride Filler Board 2 x 6 x 14'-0" 1 Be L2614R i°iu.�' Z O Z co _- PT Porch Rim Joist 2x 8 x T-0" 1 Be L288T 6066 Fiber lass Full Vlew French Left In Door HI h Win 2 each DBF60FLI 1"-H-a I LL Sidin EWP for Bin Lo s R/L 1,707 36 Inft S8W o m q PT Porch Rim Joist 2x 8 x T-9" 14 Be L288T 6068 Fiberglass Full View French Right In Door HI h Wind 1 each DBF60FRI to _ PT Porch Rim Joist 2 x 8 x 8'-0° 8 ea L288T 72 x 72 Bronze Clad Triangle Left Hand(High Wind Left Window 1 each WC7272TRILB Truss BraGn 2 x 4 x 4'-0" 20 Inft L2414SP W '�?w n C N Z Truss Bracing 2 x 4 x 6'-0" 30 Inft L2414SP �;m_w m ¢ Z Glulam Beam 5 125"x 16 5"x 18'-6" 1 ea L518161220FG 72 x 72 Bronze Clad Triangle Right Hand High Win Right Windo 1 each WC7272TRIRB ¢ Glulam Beam 5 125"x 19 5"x 22'-0" 1 Be L518191224FG Truss Bracing 2 x 4 x 14'-0" 190 Inft L2a14SP ?m 9 r Q R Truss Plate 2x 6 x 01-5112" 1 ea L2614Y < x O 2WW7"Picket-PT 216 each L2227PT ¢ 5 } 2x6x14'PT Porch Decking61 88 each L2614T Truss Plate 2 x 6 x 2'-0" 1 ea L2614Y Q E 4 m m 2x6x8'PT Porch Deckin 131 267 each 1268T Truss Plate 2 x 6 x 3'-6 1!2" 2 ea L2614Y W ,'a c $ °a a o m Z 3"x4"x8'Bottom Rail-PT 16 each L348BOTi0MT Truss Plate 2 x 6 x 4'-0" 1 L2614Y Manufactured Trusses Truss Plate 2x s x s'-S 1/4^ z Beea L2614Y 3"x4"x8'To Rail-PT 16 each L348TOPT ¢ =m o ¢ w o Truss Plate 2 x 6 x 10'-23/4" 2 ea L2614Y W o s 6"x6"Newell Post-PT 6 each L66NEWELLT 0 „a e E$ w Truss Plate 2 x 6 x 14'-0" 14 ea L2614Y Name Quant Unit Code Valle Plate 2x 6x 1'-83/4" 2 ea cc H E y c E o 0 o m Valle Plate 2 x 6 x 6'-4 1/2" 2 ea to_=m..� Common Roof Truss Full 24 each ROOFTRUSSC Valle Plate 2 x 6 x 14'-0" 4 ea y m$y` H Extra Items Gable End Roof Truss Full 2 each ROOFTRUSSG Glulam Beam 5.125"x 19 5"x 24'-0" 1 ea L518191224FG m Mono Common Roof Truss 1/2 18 each ROOFTRUSSMC 2x4x120 Interior Stud 175.417 each L2410Sc B E E .nm 2x4xl4 Studs 44 562 each L2414S m r$• Name uand Unit Code 2x4x14 Studs(plates) 793 625 Inft L2414SP 3 E r a e $w mS 2x6x12 Interior Stud 17 5 each L2612Y °' Fa 1x8 White Pine T&G 1,700.00 Inft L18WTGW8 2x6x14 Studs(plates) 525 Inft L2614YP 30Ib Felt roll 30 077 each RF30 W x o B 5/8 CDX Plywood 165 424 sheets SP58C Redwood 3 954 each HRSHINGLEe O r+o>x Shingle color to be Redwood 128 886 each SHINGLES a N ci a W O� am2 tarter Shingle-Bundle 3 255 each RSS w:3�sx o0 �W Wo Z C/1 m`$ w¢Wcc3 a ¢o= ur>rn F WC?WZW Z=O MODEL ce�o 0 2 CUSTOM, O yo0, Z w x DESJMG BY F=]==LL 01 o¢ i a J LL CHECKED Br W 11H- MccW / 15x y m V DEllVERV DATE sga�t- a 1504817 5 J, PROJECT NI <00: 3 ~cc 7.1 2 LL 0 F— =J m SHEET NUMBER 10/7/2015 11.40 AM LOG SIDING®GABLE END 3 W 8�Z � 12 12 ?LL C S S� f B@ g « e NO BREAKS IN(24)LOG COURSES Q Q J Ug Er B ABOVE GARAGE OOORIJ TYPICAL 3 S F—UQ as" W 0<M cc IMPORTANT NOTE V w ALL LOGS ARE RANDOM LENGTH AND y w MUST BE PRE-CUT PRIOR TO ASSEMBLY o s E a e a O >E BYOTHSISSEYOND (11 COURSE Of LOGSIDWG RAMPTOGRADE BYOTHEASBEYCPN (1)COURSE OF LOG SIDING IIa �vD NOTE RDDVERIFY RAMPTOCRADEBYGTHERS NOTEFFDDVERFY '3�3g 8 NOTE FIELD VERIFY (iWDECONOITIONS GRADECOMIITIONS GRADEOMI IONS NOTE FIELD VERIFY Rr GPADECCWONS 8 FRONT ELEVATION RIGHT ELEVATION :cL „a•.,•-0 W _x U d LOG SIOWG@GABLE END 6�Z /� � 12 12 NOTE WINDOW AND DOOR S1K)WN ARE FOR e v, e VISUAL EFFECT ONLYAND WILLCHANGE ACCORDING TO SLH CHOICE OF EACH. a NO BREAKS IN(2)IDG COURSES J y ABOVE DOOR 08 WINDOW OPENINGS K w NOTE,STAGGER SEAMS ON - s4 oALL ELEVATIONS FOR PROPER APPEARANCE ® v o 8m e _CD �o Tu J B o (i)COURSE OF LOG SIDING:70 STFPSTOGRADE' ®® (1)COURSE OF LOG SIDING N BY OTHERS BEYOND qBYYi0THERSBEY0ND TOGRADE 7" E9 iLL 'o e NOTE FTEIDYIILFY NOTE REIN VBIIFY NOTE RBDVERIFY STEPSTOGPADE NOTERELDVBdFY J 'Z•�- GRADECONDITIONS GRAOECIXJIXIgNS GRADECOMITIONS BYOTHBS GtADEOMMONS d WINDOW AND DOOR LOCATIONS J °' REAR ELEVATION MAY BE ALTERED ON SITE Q a g� =ag4 va•=r-0• LL LEFT ELEVATION m's3$E5S'mz.g - NOTE: 8 iia ss! IN HIGH WIND LOCATIONS,7/16"OSB ROOF SHEATHING WILL BE REPLACED Z m W/5/8"COX ROOF SHEATHING Z U. 2X12RIDGEBEAM N Q 7116'OSB ROOF SHEATHING Q 16 W/304 FELT TYPICAL m Q ¢ 12 LL W Z16 6 p ~ O w 2K70 RAFTER TYPICAL V N ¢ e a ¢ Wo 0 > ; Q 2X10 COLLAR TIES 016'0 C 30YR ARCHITECTURALSHINGLES O Q V y r- -� 2YA RAFTER PLATE TYPICAL , GARAGE DOOR HANGER(TYPICAL) Q mo 13 REFERENCE POINTONLY 12 13 �» QX Oya N ¢ 7 rn 20S t12 8. a; >N 24-0' 2•-0' o$ o LU 6 m0 7 NO mm ¢mom Q 6 S J S Q nm C) 4 N3 (3)27(8 PT E 3 3 3 a TYPICALICAL 2 1 J 2 Q Z 1 (1)COURSE LDD SIDING o�_ Z_ 312'MIN REINFORCED CONCRETE MODEL' TYPICAL IT, SABASPERLOCALCODES CUSTOM GENERAL ELEVATION NOTES. DESIGNED BY. FIEDVERIFY FIELD VERIFY ALL EXTERIORWOOD DOOR TRIMANDEXTERIOR JMG a GRADE CONDITIONS W STEMWALLTYPICAL GRADE CONDITIONS PROVIDEDISYSO�FMNDDLiOG HOOMESE CH MF BY EXTERIOR TRIMFOR CLAD DOORS. COMPACTED FN.3VAPOR CLAD WINDOWS AND ANY RADIUS WINDOW PLAN DATE TO BE PROVIDED BVOTHERS 10/2/15 BARRIER AS PER LOCAL CODES RIDGE VENT BYOTHERS DEll/lY DATE REINFORCED CONTINUOUS REINFORCED CONTPIUCUS CONCRETE FOUNDATION PER CONCRETE FOUNDATION PER LOCALCODE REQUIREMENTS LOCAL CODE REGUIRE.tENTS GENERAL CONTRACTOR NOTES: 1504817 1)CONTRACTOR TO VERIFYALLDIMENSIONS J v BEFORE BEGINNING CONSTISUCTKkI TRANSVERSE SECTION —A— 2)REFER TO SOUHAND LOG HOMES' SCALE 3,8'./'-0' CONSTRUCTION MANUAL FOR FURTHER • _ � INSTflUCTIONS. SHEEP NUMBER 10/7/2015 1140 AM NEW YORK,NY S.C.T.M. N0, DISTRICT: 1000 SECTION: 78 BLOCK: 7 LOT(S):J2.6 I \ DWELLLING I LAND N/F W/WELL DWELLLING LAND N/F OF DWELLLING \ \W/PUBLIC WATER OF GONZALEZ W/PUBLIC WATER LAND WILKINSON - STARON LAND N/F DWELLLING \ \ OF IN/WELL @ @ CARLSON I S39009'40"E2238\ 3 O ' — 6' STOCKADE FENCE / PIPE 6' STOCKADE FENCE EL 18.5 EL 10.7 EL 13.6 to � O 00 LAND N/F OF WELL SCHILL & WOODHULL 0 " DWELLLING Y (�'~ 2 W/PUBLIC WATER 2 Cb* U (� LAND N/F OF LUTK SKI EL 10.0 EL 13.6 WOOD _ MON. DECK EL 15.5 ? 58.2' 22.0' .6 1AWELILLING cd IN ;n 28.0' 16.0' I o GARAGE ,p PROPOSED LANDOF/F 2 N 576 S.F.10.0' DWELLING LLM N "" 24.0' ;n 2,133 S.F. I Q'iLDWEL OTH Z j AO 2 _ ,56.0'' I' 1 Z 1 ao PORCH 39ON ko czi W 3 to 1ING o N i IWC WATER 40 J ,} a c ! I Q'i I O LP L PROPOSED 1 w j tn EL 14.7 3-4 BEDROOM i SYSTEM EL 9.5 L 12.2 i X 1,000 GAL. S.T. ►� 0.00' MON. I (2) 8'DIAx6'DEEP L.P. L - - - - - - - - .N3.T0S'4.a7 N_.. .. 181.88' EL 9.8 PROPOSED W ER SE I � � \ STONE D aY EL 13.8 ,P ATE R i AD #27 \ L — — — �g6 \ DWELLLING I 1 rob W/WELL WELL ELEv, 15.5 I LAND N/F \ OF BROWN LAND N/F WELL OF SM OAMY SAND OF DWELLLING \ ERICSSON & I W/WELL WHITE PALE \ I BROWN SP TO ISANDMEDIU \SAND I a WATER EL 1.5 WATER IN —14' \ PALE BROWNFINE \ TO MEDIUM SAND — 17' \ MAY 11, 1999 IMc00NAL0 GEOSCIENCE WATER SERVICE DETAIL @ 20' X' 1" COPPER TUBING TYPE "K" SOFT COPPER TUBING (PROPOSED 322' RUN) W.M. TO DWELLING—� 1 1/2" PLASTIC PIPE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PROPERTY LINE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,284 SQ.FT. or 0.93 ACRES ELEVATION DATUM.' _NAVD88------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE, TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: PETER DUNN; MAP OF: FILED: SITUATED AT: 'SOUTHOLD TOWN OF SOUMOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York A1931 FILE # 1,5-194. SCALE: 1"=40' DATE: NOV. 8, 2015 PHONE (831)298-1588 FAX (631) 298-1588 N.YS, LI,�C. NO. ,050882 maintaining the records of Robert J. Hennessy & Kenneth N. Noychuk S.0 T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 7 LOT(S):32.6 I \ OWELLLING LAND N/F W/WELL \ DWELLLING LAND N/F I OF DWELLLING \ \W/PUBLIC WATER OF LAND N/F GONZALEZ W/PUBLIC WATER OF WILKINSON STARON LAND N/F DWELLLING \ \ OF W/WELL @ CARLSON LO S39009'40"E \ 6 \ — 223.87' STOCKADE FENCE PIPE 6' STOCKADE FENCE EL 10.7 EEL 18.5 L 13.6 co O 00 LAND N/F OFWELL SCHILL & WOODHULL O 'W' w DWELLLING 2 Cti WjPUBLIC WATER ¢ 0Cb* U v LAND N/F OF LUTK SKI EL 10.0 EL 13.6 WOOD _ MON. DECK EL 15.5 Q, 2 58 2. 0 22.0' o rL�i DWELLLING , .6 / I ,1 28 0' PROPOSED 16.0' W ►VELE o GARAGE t6 1 STY FRM. IW I LAND N/F W C N 576 S.F.10.01 DWELLING N ww OF 2 24.0' ;n 2,133 S.F. 31 �+ ROTH O I vi w� z I q o 2 56.0' Go R V) PORCH �9�• k� '� @ o 2 W I W DWELLLING a ' I Vi ► �W/PUBLIC WATER to a O I w i O LP L PROPOSED j LO EL 14.7 3 SYSTEM BEDROOM I E"i .�. EL 9.5 1 L 12.2 i 1,000 GAL. S.T. ►� 150.00 MON. I (2) 8'DIAx6'DEEP L.P. L - - -•-' - - - - - - - - - N3S�0-S.'-4Q'.'I1'_.. .._.._: .._..� 181.88' EL 9.8 PROPOSED W ER SE 1 I \ STONE D AY EL 13.8 .P ATE- R AD #2 7 \ L - - - �a6 DWELLLING W/WELL WELL ELEV. 15.5 I LAND N/F \ OF BROWN LAND N/F WELL ZAFFINO SM 0AWY SAND OF DWELLLING \ ERICSSON & I IN/WELL WHITEI PALE \BROWN SP FI MEDIUMSAND \ I WATER EL 1.5 WATER IN —14' \ PALE BROWN \ FINE TO MEDIUM son17' \ MAY 11, 1999 IMcDONALO CEOSCIENCE WATER SERVICE DETAIL 20' X 1" COPPER TUBING TYPE "K" SOFT COPPER TUBING (PROPOSED 322' RUN) M. TO DWELLING----ow- 1 WELLING1 1/2" PLASTIC PIPE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PROPERTY LINE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,284 SQ.FT. or 0.93 ACRES ELEVA77ON DATUM. _NAVD88------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PETER DUNN; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN of SOUTHOLD KENNETH M WOYCHUK LAND SORVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design owa P.O. Box 153 Aquebogue, New York ,11931 . FILE 15-194 . PHONE (831)298-1588 FAX (831) 298-1588 # SCALE: 1"=40� DATE NOV. $, 2015 N.Y.S. L§C. NO. p50882 maintaining the records of Robert J. Hennessy & Kenneth N. Woychuk U Q Z op FLOOR PLAN KEY: w >- > ci�a Q J WL0 �2t—.0 _j0Z WINDOW SCHEDULE DOOR SCHEDULE SQUARE FOOTAGE(ANSI 2765-2003) INTERIOR WALL O z o a W n.0 9 HEATED AREAS: LL Q 0 O Y INTERIOR LOAD-BEARING z W O �' FIRST FLOOR................................ ~ J na ca 2 0 2: Created at 11 :16 AM 10/2/2015 Created at 11:16 AM 10/2/2015 2029 sq.Ft. WALL Z n- o on N m o (D p E MUD ROOM....................................... 139 Sq.Ft. Q Q J Q -415=o 2 o- MARK SIZE ROUGH OPENING TYPEOTY REMARKS PROVIDED BY MARK SIZE ROUGH OPENING TYPEQTY REMARKS PROVIDED BY TOTAL HEATED............................................. 2168 Sq.Ft. ""'' `''`'''' PLUMBING WALL U Q a 3 o Q = a3_ Z c W � 0Z =3-E 3-0 x 3-2 6-3 7/8 x 3-4 7/8 D/H 1 Bronze Clad Twin (High Wind Southland 1 3-0 x 6-8 3-2 1/2 x 6-10 1/2 EXT 2 Fiberglass 2-Panel 9 Lite Door-RI (High Wind Southland O Q o R Q� Q o 0 B 3-0 x 3-2 3-2 1/8 x 3-4 7/8 D/H 1 Bronze Clad Single-Tempered (High Wind) Southland I 2 3-0 x 6-8 3-2 1/2 x 6-10 1/2 EXT 1 Fiberglass 2-Panel 9 Lite Door-RI (High Wind) Southland UNHEATED AREAS: STOCKADE/DOVETAIL 0- W iv Y 7).0 _ PORCH ES LOG WALL o s I- o O m C3 ca C 3-0 x 4-10 3-2 1/8 x 5-0 7/8 D/H 5 Bronze Clad Single (High Wind) Southland 3 6-0 x 6-8 6-3 x 6-10 1/2 EXT 2 Fiberglass Full View French Door LI (High Wind) Southland PORCH(ES) 508 Sq.Ft. (REFER TO CONTRACT) ~ on o o 8 7����72 D 3-0 x 4-10 3-2 1/8 x 5-0 7/8 D/H 2 Bronze Clad Sin le-Tem ered Hi h Wind Southland 4 6-0 x 6-8 6-3 x 6-10 1/2 EXT 1 Fiber lass Full View French Door-LI HI h Wind Southland TOTAL UNHEATED.................................. 508 Sq.Ft.�72 ��6 �/l �61 /16 �xe 1 Bronze Clad Triangle Left Hand (High Wind) Southland EXTRA ITEMS PURCHASED WITH YOUR LOG HOME PACKAGE HANDRAILS&PICKETS /16 I 1 Bronze Clad Triangle Right Hand (High Wind) Southland EXTRA 1x8 WHITE PINE T&G 1700 Inft TOTAL UNDER ROOF............................. 2676 Sq.Ft. (BY OTHERS) 66'-0" 8x8 SADDLENOTCH-EWP-HW 6x8 LOG POSTS y 2 - T (REFER TO CONTRACT) � on Q °' 5 .9 >, SUNDRY ITEMS ARE INCLUDED ® ® N c � o aUi > 10-Off181-011 221-011 161-011 IN YOUR LOG HOME PACKAGE - - - ca E cn a� vi � 6x8 LOG LINTEL c a a� E >, co (REFER TO CONTRACT) a,m m U 3 (� o — c o 5'-6" 5'-6" 7'-0" 7'-6" 7'-0" 7'-6" 7'-0" 4'-6" 4'-6" — — — 5 � E03N'N0 m � oa� cca TOILET Z a�ia� a,0o `mM _ (BY OTHERS) cc o a_ a (D o P'3 a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ al 7 - - - - - - - - - - - - - - - - - - - - - BIDET Ja o 'L O g (BY OTHERS) 0 - =0 0 L a3 fl_U 7 � C U =O 0d ` ca — O N c U cn �� CN In M U Q on N •� 0 _ CEILING FAN W/LIGHT '0 a) �' o ENCLOSED 9 I (BYOTHERS) ~ II SUNROOM _ (BY OTHERS) \ / I � JUNCTION BOX (BY OTHERS) =C` _ _ - - T LIGHT W O (BY OTHERS) J= VENT FAN W/LIGHT u.L) F— CaQQS (BY OTHERS) 0 _ �O�� / / \ \ OT O - SD SMOKE DETECTOR d O U. b —A �Q�o� / I 1'-6" 6,_6„ 61-011 6. c -6\ y���9 o O (BY OTHERS) Z CO��V SWITCH W LIJ Mx ?>> / \ N (BY OTHERS) J W W \ \ \ 220v OUTLET (n 0 1 / / OF ABOVE OE ABQVE z o (BY OTHERS) ('3 L=j / ' O O 1 \ \ INTERRUPTER L(BY IOTH RS)RCUIT O U) 1 / - ' / 00 cm / \ J iV \ \ oWP BY OTHERS)WATERPROOOUTLET x / I \ 00 \ WTOERRUDPTER(BYIOTHI RS) 1 DECK / 1` /� \DECK GFCI ` o 'I / / co I / 0 co \ o 00 5'-6° 6'-9" " c� c �c c cc o0 (CM CARBON MONOXIDE DECECTOR / 5-9 \ I / 5-3 6-6 4-3 y 2c =Noy7 If —1es 2x4 CONVENTIONALLY FRAMED ' ' _ / _ \ o WALL%/EXTERIOR LOG SIDING - - - A wP c� \ GREAt ROOM / wP cy) / o y'y°' y cn GENERAL FLOOR PLAN NOTES: "� d 1 O cv \ 4x8 DECORATIVE ABOVE w/ / N / 1.)UNLESS OTHERWISE NOTED, ROOF LOADS ARE c y Qt! y is c d - - - - - - - - - - it - \ 1x8 EWP T&�PANELING / O _ - DESIGNED FOR 15 PSF DEAD LOAD.ALL OTHER �°, i' R c m'd v I_GFCI — — i SLOPED SLOPED o guo ROOF LOADS TO BE DETERMINED BY LOCAL o E c°a a M ` CO GFCI I BUILDING CODES N _ c N r - ( ( \ CEILING CEILING / N � c � > 0 �° DW olil \ \ I , / I - ----___-_---__:__-_-:_- - _-_.__ Z E � v mvJ, SOUTLAND LOG HOMES CALCULATES / I I FOOTAGE ACCORDING TO STANDARDS Sr By BY J a_ UAREN f� J / O U (ANSI Z765-2003) a •c m R,> N E rn N_ rz / 1 1 I I I I100 i -HEATED SQUARE FOOTAGE IS CALCULATED J v c.n 0 v 0 a z KITCHEN I I / / FROM OUTSIDE TO OUTSIDE OF WALLS Q °� v a c -, c y 0 \ Z o .- o I MUD ROOM/� O - - - I'Iw / �- I� j STAIRS CAN BE COUNTED AS SQUARE c 4 m $2 c� 1 m \ I w d v 0 y 3� .. I — 1 1 1 1 / I p \ FOOTAGE ON EACH LEVEL LL- Q y c T= cn i LAUNDRY � � Z \ E y � m � � `° �� 0 � / I C7 \ AREA WITH CEILING HEIGHT IS LESS THAN o > n v c J / I \ m — _ 5'-0"IS CONSIDERED STORAGE(IF KNEEWALL >z , �_�M c U c O / O ' cn III / x \ ) L � � a> N ► N c c c c I cD / _ O N IS PRESENT ITIS UNHEATED STORAGE m c 16 m I– fn O w U 9-0 2-6 I lao / I \ v cp , cD UNHEATED SQUARE FOOTAGE IS CALCULATED `o m � > c N E T I x \ I I bo O FROM INSIDE TO INSIDE OF WALLS c c 'y F, O r `9 14 E o 00 I GFCI c L w v c Z PROMO - - - - - PANTRY x O av m U o a GFCI GFCI i Il F, GARAGE 1 CV � 1 1 1 0 \ 100 MASTER 1 III POINT LOAD FROM ABOVE I \ ©I / BEDROOM Y r °W I N �\ III - - - SDI / / - Z 01Z F00 , LINEN I D W I III I U- h O CD O 1 \ 1 x z: - 5.125"x 19.5"x 22'-0"GLULAM BEAM - - _ i LINE OF FLAT CEILING - - U cD p Z W ti r co _ 04 co co co U? _ T r , BATH " ® I — — — — — — — ' (0 6'-5" 9'-7" c T' sD /� Q �' I D Z _ Q - 1 1 FCI o m .> O 1 I 1 I I w I I I I z w l � �' k / l0 1 I I I 1 w � a 0 N O ' C° J 1 �' O0 0 0c j w LO to I U \ FOYER \ \ I \ \ _ w w o i — o - Iw I' wi0l - - - - - - - - - - - - - - - - = - - - - � i ¢ o r - ' / / �� WALK IN i MASTER ") - w uj `� w c') --�,') ' I I i I CLOSET io o C) U U) - I BATH GFCI / ,N- - I - / I - - 0 ca UST pM BEDROOM #2 0 o f BEDROOM #3 // s T R o Q� 0 hG' <x Orn EO ' I c� cn W w Cn Q OC N I M Z Fwd n N >w 1 1 O O C�� �O 1 a WM GC / �� oao I O w O 0 1 O Oct ry�c�o W T — I a om rx 51- 3'-6" 114'-6.. 3'-6.. 8,-0" 3'-6" 9'-0' 3'-6" 5'-0" �__ m lo 0 15'-0" 1 3'-0" 15'-0" 7'-0" 3'-6" 3'-0" 9'_6" o I7 11II oo �I a SLOPED FR�NT SLOPED :- 4,= f�:E�, I CEILING CEILING O H, �O MODEL: PORCH .., ,.w ��� ,, W iso 9 - - — — — — — — — - - - D 15 �'� ' �`' CUSTOM STEPS TO GRADE U: J DESIGNED BY: BY OTHERS - Z SEP 1 3 201$ � JMG 6'-0" 6'-6" 6'-6" 6'-0°10 CHECKED BY: 151-01' 251-01' 16-0 D ✓ PLAN DATE: y.� . ...:.- xJ AOFESS\O 10/2/15 10'-0" 56'-0" 0 jr,0 DELIVERY DATE: 66'-0" 0 (' GENERAL CONTRACTOR NOTES: 5481 FIRSTFLOOR PLAN 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS E to BEFORE BEGINNING CONSTRUCTION. willow 1/4"=1'0" 2.) REFER TO SOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER INSTRUCTIONS. 2ml SHEET NUMBER 3/9/2017 1 :41 PM Jim O V o (0 ? a J ii wt _zo � Z O -� C� c'3 Zvi o m Cn 0 , acw � Em E z u- Q C7 S C)ID ' 1..1. 11 J p (0 O wLt3) N " A L /A Loot,/ < < J Z cY No €� °' ¢• aLi302� �� 0 ED A S NOTED z A m, � — �� � a� am� O Q IL 0 U U I- 0 d 404-2-- a W (0 o— 8Lt �o �, oma ` U)= ti FrE _ BY: BUILDING DEPARTM AT 75-1602 $AM TO 4 PM FOR THE O"J'CUPANCY Or, F..-LOW;NG INSPECTIONS: 1. �1jNIDA7!QFi - TVJO REQUIRED LI... ANTU' E IS UNL . c THANK YOU FOR PURCHASING A QUALITY LOG HOME PACKAGE r�,� PO''RED CONCRETE 0 � � � � 0 �. ROUOi - FRAMIPJG & PLUMBING WITHOUT CERTIFI _ � E � E � 2 3. IN'�ULAT.ON E �' ` FROM SOUTHLAND LOG HOMES. THIS IS YOUR FINAL SET OF PLANS. 4. FINAL - CONS! UCTION MUST OF oCCU �•��%� � 0 N 0 BE COMPLETE FOl C.O. om. PLEASE READ ALL INF RMA T/ NPR PROVIDED T Y BY T L N ALL C(JN�TRUCTiON SHALL MEET THE Z _ _ S O O O O YOU SOU H A D REQUIREMENTS OF THE CODES OF NEW o o o m o 3 a ''TE. NOT RESPONSIBLE FOR o w c YORK Sr.� LOG HOMES BEFORE BEGINNING CONSTRUCTION. OUR KNOWLEDGABLE DESIG��! OR CONSTRUCTION ERRORS. is U � o STAFF WILL BE AVAILABLE TO ASSIST YOU WITH ANY QUESTIONS YOU L � �Q COMPLY WITH ALL CODES OF MA Y HA VE DURING THE B( ILDING PROCESS. NEW YORK STATE & TOWN DODES AS REOUIr�ED AND CONDITIONS OF a f3A W It uw O F— Q M Q 00 0— LL i LuW >-j 00 wZ � DFfA1NAGE INSPFd.'•T��n�� e�F RFnt11RED N Q Contact TOS F_,w ,peer "a �T;1115-"i 560 before 0 6p.ckfill,OR Provide:r:ngineer's Certification a Q x O th,,�t the drainage has been installed to Ced^. J GO K CO Ur� CERTIFICATION ON LE/1 L-1 CONTENT BEFORE PLUMBIN(31 o �w CLP TiFICATE OF OCCUPANCY ALL PLUMBING tiY�',t> y v c p is a ;&WATER LINES NE i? o L N ° y SULGF_R USED IN WATER TESTING BEFORE COI E ING c 3 0 o_ SUPPLY SYSTEM CANNOT p y>>, EXCEED 2110 OF t% LEAD.. Ty 4) Cc,Nd ;iV) a) WWW.SOUTHLAJqNDLOGHOMES,. COM 00 ` � ��_ to CIO � i d U (n 1 Qr 7 p N wr�i0 0) E EENC= W r I'...r....: :1CAL Q 'C E 3•a m m 0 \\1r• H INSPECTION AEQeAr� E® m +. C. N y>�sz c w a c o N H Z o °' 'c o V " SUSS PLACARDING RECD"JInED z _� y`= 3 pr. to 7 Z d [cc 2 N w� �•`i \ p >, C'd A C zMCI C 10 DO NOT PROCEED WITH y o y ; ;.0 o r '._' ,JIL SURVEY y g � w .. .. FOU',' G d >. �N E OF FOU.; :F;�ION LOCATIO'd � .y HAS BCEN APPROVED. L ; N " - y iso w C oas :: R 02 U co a v d To U a tv, -- — --� --- J z CO z O h W Z = � N r .",e,. '.•,y' .-+;irA .,:�, eas LTi i 4 q tA � .. w > LO G H p � E °° ~ m Sca Lu Z O H o N O WU co LAN I a W w o 0 a Lu1I.-t-0 w `s UI U c` 00 CID T QX Orn u (nQ CCN F ALL CCU In 00 w!q o LO lf)r >Oc T hl �TM 0 0C `s' "t 00 ¢� U 00 r; Om 00 6 com— ®.] 00 CO X I Loo O vmftit O BOX 1668, HIGHW Am Y. 176 1 26 (� � MODEL: 'r CUSTOM IRMO, SOUTHCAN 29063=1668 DESIGNED BY: JMG CHEMEL BY: (803) 781 510® ( LOCAL) F IN PLAN DATE: o, wy/s '0 10/2/15 a o "�� DELIVERY DATE: =800=845=3555 ( USA) ujW 1504817 i DO NOT BEGIN CONSTRUCTION IF: `� oess2a �, � � PROJECT N MBER YOUR AREA REQUIRES SEALED PLAN F ES ✓ �~ ! Q S FROM AN ENGINEER. PLEASE pRO� S\0e1� WAIT UNTIL THE SEALED PLANS ARRIVE BEFORE PROCEEDING WITH I YOUR PROJECT. SHEET NUMBER 11/23/2016 9:54 AM Introduction These include: Log Homes Council of the National Association of Home Builders Conventional While log homes appeal to many home buyers, determining their value presents a • Open beamed ceilings Conventional roofs are made from dimensional lumber assembled just as in IMPORTANT NOTES challenge for appraisers and lenders. Log homes comprise a specialized segment of the • Cathedral ceilings Appraising Homes conventionally framed houses. Roof framing material consists of either dimensional housing market, making valuation and comparisons with other types of housing difficult. • Solid wood wall coverings lumber rafters or pre-fabricated trusses. The framing is covered by plywood sheathing, READ CAREFULLY Because many appraisers and lenders have limited experience with log construction,they • Solid wood siding felt paper, and shingles.The roof is insulated using fiberglass, foam batts, or blown-in- APPRAISAL PLANS • Custom wood stairs and railings An overview of the log home industry.and log home appraisals fibers. Roof ventilation is required just as for conventional houses. Because materials and turn to comparable value properties to establish value. But, a comparable value approach g q can be misleading unless the appraiser understands how to select comparables. • Custom wood trim Revisions by the Log Homes Council , 2008 construction are similar,the cost of a conventional roof is no different than in a ©2010 SOUTHLAND ND LOG HOMES, INC. These blueprints are OriginallyPublished b Jim Cooper copyrighted architectural works and the ownership of • Custom or solid wood interior doors Y P conventional home. This is usually the least expensive roofing option for a log home. copyrights are retained by SOUTHLAND LOG HOMES, INC. In cases where the appraiser or lender is uncertain, the final appraisal may be over • Solid wood floors result the potential home buyer may be unable to meet mortgage or • Custom wood cabinetry a blueprints are to be used for the construction i Built-Up one (1) SOUTHLAND LOG HOME and may not be copied or conservative. Asa p Y Y Saddle-notch construction loan requirements. Not only do homeowners lose an opportunity to own the • Masonry fireplaces Saddle notches often secure corners in a variety of log profiles. The basic joint is Built-up roofs offer wooden (usually) ceiling coverings and exposed beams, both features altered. All rights are reserved. type of house they desire, the lender loses a potential loan, the log manufacturer loses a • Energy efficient windows made by cutting a notch into one or both logs of a corner pair. One log fits into sought after by many log home customers. A built ri roof is built by erecting a framework of timber rafters. Purlins, timbers set horizontally, paralleling the ridge line NOTE:THESE ARE APPRAISAL DRAWINGS ONLY-THEY ARE • Cedar shake metal or slate roofs Y� P b g potential sale, and the local construction industry loses job and material sales � the notch in the other or, if both logs are notched, the two are interlocked. Like FOR DESIGN, ESTIMATING AND APPRAISAL PURPOSES-THESE • Set on large, often secluded lots may also be used. Solid wood decking, usually of tongue and groove pine or cedar, is APPRAISAL DRAWINGS ARE NOT TO BE USED opportunities. g dovetails, saddle notches are cut using precision machinery or in the case of • Porches and decks handcrafters, by hand. Saddle notches simplify corner construction and may secured to the top of the roof framework. Rigid insulation is placed over the decking and FOR CONSTRUCTION PURPOSES. This information is designed to familiarize you, the appraiser or lender, with log homes reduce labor costs. Like butt and pass corners, saddle-notched corners produce a covered with a layer of sheathing. Some systems add a layer of sleepers before the included styles, construction and cost variables, market trends and points of comparison When comparing a log home to a similar sized custom conventional home that does not distinctive appearance. A fully notched corner can have solid,rather than sheathing or use two layers of sheathing separated by sleepers to create an airspace for with other types of housing. It is designed to help you accurately establish the value of include these features, the value contributed to a conventional home can be added to give alternating overhangs on both sides of each corner. Overhangs may be cut in ventilation. log homes. a more realistic picture of the value of the to g home. decorative patterns. Shrinkage (the dimensional change) of logs occurs as they acclimate to the inside Because of their custom features, log homes are often more expensive to construct than environment of the home. The amount of shrinkage per log(and ultimately the whole Post& Sill walls stem may differ due to a variety of factors. Home Market basic tract-built stick homes. This can be seen by comparing the construction process as system) Y Y Man people are drawn to to homes, and the appeal of to homes has fueled the in the following table: Post&sill construction is distinguished by the presence of vertical posts at corners and Y P P g PP g g periodically along walls. Actually not just a corner system, it represents a different Settlement results primarily from the shrinkage and/or compaction of logs after development of a modern log home industry. Over 400 manufacturers, ranging from P Y g P g small sawmill operations to sophisticated, full service housing companies, serve this Stage Conventional Lo method of log wall assembly. Usually posts are slotted allowing insertion of a tongue construction of a home. Shrinkage affects logs differently, depending on the average - -I milled into the end of the log. As a result, post and sill houses are similar to timber frame moisture content of the logs and the construction system used.Usually,logs settle as they growing market. Excavation Typical Typical g g homes. As logs settle,they simply slide down the slots m the posts. The frame does not shrink, slightly reducing the overall height of a log wall. Foundation Typical Typical 1 settle. Log Homes have been a part of America's housing heritage since colonial days. Structural shell Typical Higher labor costs for log I Abundant forests and the availability of large trees made log shelters an easy solution to erection;timbered roofs Because log systems vary widely, there is no standard for treatment of LOG TYPE shrinkage/settlement that applies to all. The Log Homes Council of the National housing demand. Because early log homes or cabins were often used as temporary Interior framing Typical Higher cost due to construction A variety of wood species acre used for the logs that make up a log home. Manufacturers WARNING" structures or interim residences,they were often hastily constructed, poorly sealed and ill - details required in framing to Association of Home Builders specifies that its members must either utilize anon -settling • q g and prospective log home owners invest much energy in defending one species or log system or have some method for accommodating settlement,but leaves the DO NOT use these laps to begin m construction. maintained. accommodate log shape and another. In fact, the preservatives, modern sealants and insect repellents that are part of engineering details to the individual manufacturers. These tans are intended for con review and comment settling modern log homes make differences in wood species less significant to the structural p Workingwith minimal tools and rimitive knowledge, almost anyone could build and may be used for estimating purposes only. SLH is P g Y Mechanical systems Typical Typical to higher cost , depending I integrity of the house. Speciific woods, however, have characteristics that may appeal to a Each Log Home Council Me mber manufacture has defined specifics on how they address not responsible for any construction begun prior to the serviceable shelter tuhat would last the few years necessary until a"proper"house could I on system articular bu er or offer a particular look. For example,oak has a very rich grain that _ P Y the settlement issue with their"settling"or"non settling log system." customer receiving Final Plans. be built. Later, from the vantage point of that"proper"house, many who started life in a Roofing TypicalTypical to higher cost , depending appeals to some people; cedar offers a distinctive color and aroma that attracts others. log cabin looked back with nostalgia on the rustic structure. on owner preference Energy Efficiency Trim Typical 7st higher cost if custom Selection of wood species affects the finished house costs. Pine and oak are usually less Log homes have a deserved reputation for energy efficiency.Tests performed by the Today, few people start life in a log home (although there are probably more today who ed; custom cabinetry, expensive than cedar. Cypress also carries a higher price tag. federal government found a log structure to perform as well or better than other types of can claim a log home heritage than at any time in the last few generations). The appeal of and rails common construction, including an R -1 I insulated 2x4 framed wall structure, even though the logs has become one of nostalgia for simpler times, a more"natural" lifestyle, and Painting, varnishing Typical Typical to higher, usually more In addition to solid log wall systems, an increasing number of manufacturers are offering nominal R-value of the log wall was less than nine. perhaps breathing room after a day spent battling modern technology. Log home living stained and varnished areas, may "super-insulated"log systenns. These originated as a means of meeting stringent energy today is not just about housing, it's about lifestyle. This has important implications for valuing be done by homeowner code requirements in some ureas. Super insulated systems consist of half-logs or log Experts attribute the energy efficiency of log homes to thermal mass of the solid wood the structure and its marketability. Exterior Typical Higher cost to trim and seal siding covering a core of insulated framing or structural insulated panels, both inside and walls. In addition, a well-sealed and maintained log home does not exhibit the energy loss because of logs out. The appearance is identical to a solid log house with manufacturers even including due to convection or air infiltration that is characteristic of framed wall construction. The log home market of today can trace its beginnings to the late 1960s or early 1970s full log corners to maintain a traditional log home"look."Interior construction is when a"back-to-the-land" ethic inspired many to look toward self sufficient lifestyles. Types of Log Homes simplified fied because such hones do not require special features to control tog settling Although log homes have inherent energy efficiency, this can be offset by poor Until then, log cabins occupied the niche of"vacation homes," seasonal dwellings, These homes offer a broadeir market appeal by combining many of the most desirable construction or maintenance. Log home manufacturers provide specific construction constructed inexpensively with only basic amenities. Suddenly, more people were HAND-CRAFTED features of a log home with some of the positive features of a conventional home. details and maintenance guidelines to ensure that homeowners realize the full benefit of looking for a permanent residence they could construct(or at least participate in These are one-of-a-kind homes built by a log home specialist known as a hand-crafter. log construction. If these guidelines are not followed,the result may be high utility bills. construction)themselves. As log homes shifted from seasonal to permanent dwellings, Working with raw logs, which he has either purchased or cut himself, the hand-crafter FASTENERS they increased in size and were filled with the same amenities as conventional homes. prepares logs individually using powered or manually operated hand tools. Corner joints Because they use large timb>ers and tongue and groove decking and require more labor to Summary are measured, marked, and cut individually. Logs are cut to length and numbered. construct,built-up roofs can cost several times as much as conventionally framed roofs. Just as with frame construction, log homes show wide variation in design, styli: and Several characteristics of log home enthusiasts contribute to the overall high quality and Usually,the shell of the house is pre-assembled without seals or fasteners at the hand The look created, however, adds significantly to the lodge-like atmosphere many buyers quality. Determining the value of a log home involves analyzing these characteristics, not value of log homes. First,log homes are usually built as someone's dream home. Second, crafter's logyard, individual pieces are number, and the shell disassembled for shipment are seeking which can add significantly to the value of the home. only in relation to the conventional housing market,but as they relate to the log home log home shoppers usually spend considerable time researching the product before they ( to its final destination.There it is re-assembled and finished. market, too. Since log home buyers represent a unique market segment, they often desire buy. It is not uncommon for a log home purchaser to spend several years and amass large ROOF COVERINGS qualities not sought by conventional home buyers. For many, the more a lea home amounts of information before actually purchasing a home. Third, occasionally log Handcrafted homes are usually distinguished by the large logs used and the chinking Roof coverings used on log homes -1re similar to those used in conventional homes. approaches a conventional one (drywall interior partitions and ceiling, painted trim)the homeowners become involved in supervising or actually participating in construction of (I"or larger bands of white or colored grout) that fills and seals spaces between logs. Fiberglass or composition shingle: .ir-- the basic coverings offered by most manufacturers less interested they are. In addition, many of the features sought by log home buyers their home. The horneowner is sometimes responsible for the actual design of the house. LOG STYLE & PROFILE PER P g Handcrafters often include other custom features such as hand -cut timber framed trusses, (when they include roof coverings in their package). Other popular coverings include would be considered expensive upgrades in a conventional house.For example,call-ledral As a result, the quality of the home may reflect the owner's design,management, or stairs, and railings. Sometimes hand crafters embellish timber components with cedar shakes, slate and metal.TbP�v add significantly to the cost of a home,just as they ceilings,hardwood floors, solid wood, custom cabinetry, exposed beam ceilings, SIGNED CONTRACT construction skills (,or lack thereof). Since most homeowners take great pride in their decorative carving. would with conventional construction. fireplaces, wood wall and ceiling coverings, stained and varnished trim,porches and homes and spend considerable time preparing to build, quality tends to be higher than in decks are considered"standard" amenities in many log homes. conventionally built homes. Hand crafters may be responsible for erection of the log structure only or they may finish TRIM the house entirely. The quality of the structure is dependent on the skills of the hand Log homes usually have more trim,particularly on the exterior,than conventional homes. The nature of the construction process also contributes to the high quality of log homes. A final characteristic of log home enthusiasts is their dedication to owning a log home. The quality of trim and its installation can affect the perceived quality of a completed to Despite the pre-packaging of materials,there is very little pre -fabrication in a log home. 8x8 Most are not interested in another type of housing and will purchase a conventional home crafter and the design chosen by the home buyer. q Y P q Y P g home. Because log home packages, styles, and owner preferences vary,there is no Even with milled, pre-cut logs, assembly is usually labor intensive,requiring only if circumstances prevent them from owning a log structure. They are prepared to pay The cost of a hand-crafted log home ranges from moderately to substantially more standard for trim.Also, since home owners often install trim themselves,it may reflect craftsmanlike skill.The result is a unique,highly customized home that carries a cost E W P the same or more for their log home dream. A study by the National Association of Home expensive when compared to a conventionally framed home. A great deal more hand their abilities rather than the.quality of the structure itself.It is important to not judge all typical of custom craftsmanship. Builders confirmed this by finding no difference in re-sale value of log homes when work,requiring time and specialized skill, goes into the construction of a hand-crafted log homes by the quality of trim.,r; found in some. compared to other types of housing. log house. Log home buyers also contribute to the value of their home. Log homes are rarely built as Log home trim varies from plain dimensional lumber(usually pine or cedar), to the same "spec" or tract homes. Most construction originates as "dream"homes for log home Appraising Log Homes MANUFACTURED OR MACHINE MILLED pre-fabricated trim used in conventional housing, to custom made trim from a variety of buyers. Thus the home often receives far more attention from their original owners. Most Appraisers and lenders face two types of log home appraisal: (1) appraisal of a home to Manufactured log homes are based on logs that have been shaped with milling woods. Trim may be supplied ready to install or may arrive from the manufacturer as log home owners spend an extended period researching their home. One to three years be constructed, (2) appraisal of an existing home. Appraising a log home guided only by machinery. The manufacturing process varies from simply removing bark to milling the dimensional lumber to be curt and shaped on the job site.Log home interior trim is often spent selecting a log home is not uncommon. Home buyers are usually well versed in blueprints is difficult, especially for someone not familiar with log construction. Existing log into a variety of profiles that may include interlocking tongues and grooves, corner stained and varnished rather than painted, a feature that would add considerably to the construction technology and log home characteristics. The home owner usually directs log homes are easier to appraise because there is a tangible product to evaluate. Other notches and slots from splines. Some manufacturing processes include manual operations value of a conventional home. the design of the home and monitors construction carefully. Most log home owners are variables,however, are introduced, such as quality of construction. similar to handcrafting. very attentive to maintenance. Maintenance The comparable value approach is made difficult because of wide variation in style and Log home manufacturers sell their product as "packages"or"kits."Minimally, a kit As a result of the materials used in log homes and the methods used in their assembly, log P pp y While not a factor in appraising a log home to be constructed, maintenance plays a role in design. Also, some of the features in a to home appeal to to home buyers,but not consists of logs, fasteners and sealants that form the log wall system. Many evaluating existing houses. ILike conventional homes, to homes require periodic homes usually cost more to build than conventional homes. Although manufactured log g g PP g Y g g g q P manufacturers also include other components of the house structure, including windows, homes began as an inexpensive housing alternative, with advertising aimed at the"do-it- necessarily the mass home buying market. maintenance. As with conventional housing, neglecting maintenance affects the doors, shingles, dimensional lumber, porch and deck material, stairs and trim. Often yourself-and-save" market, the market has changed. Log home buyers expect higher appearance and perceived value of the home. Log home manufacturers and builders stress These don't actually lower the value of the home (they may in fact increase it), they manufacturers offer their packages in several levels of completeness. the importance of maintaining a water resistant wood preservative on the exterior log quality form a log home than from a conventional home, with additional amenities. They —_ _ ---- simply change its market position. Not everyone likes the rough hewn look of certain surfaces with UV protection or inhibitors. Failure to do so may result in a gray weathered occasionally participate in construction and may act as their own contractor. As a result, types of to homes, but those that do are prepared to a as much, or more, for a Log home manufacturers are often further distinguished according to whether they offer appearance that some eo he find attractive but man do not. While this may affect the log homes are truly custom homes, with appeal to a growing, specialized market. yp g P P pay PP P P Y Y conventional home of similar design. pre-cut or random length logs in their packages. Pre -cut logs are cut to length and perceived value of the house,the condition is not usually serious and is easily remediedG H O M numbered according to a master"cut sheet"that is used to guide assembly of the wall L E S by simply pressure washing,or bleaching the exterior and applying a sealant. While the Marshall & Swift Traditionally, appraisers and lenders based comparisons on homes of similar construction system. Random length logs are supplied in bundles that have not been cut to a specific condition may look serious, it is usually no more serious than a conventional home in and design. This often made it impossible to appraise a log home simply because no length. Measuring and cutting is done by the carpenters or erection crew on the job site. need of re-painting. For those new to the residential building market, Marshall& Swift is one of the similar home existed in the market area. Fannie Mae addressed this problem in authorities serving the appraisal industry. Marshall& Swift prides itself on providing Announcement 91-28 which stated"We have no requirement that one or more of the Log Systems A SOUTHLAND LOG HOME FOR: Shrinkage and Settlement appraisers with the necessary cost data to complete evaluations of residential properties comparable sales must be of the same design and appeal as the property being appraised CORNER SYSTEMSacross the country. It has served the industry for more than 75 years. PETE & BARBARA DUN N ... If recent comparable sales of the same design and appeal as the property that is being Settlement occurs in all types of houses,but the nature of log construction can make them Corner systems vary in complexity and many manufacturers offer more than one style of susceptible to greater settlerment than other systems. How settlement is handled by appraised are not available, but the appraiser is able to determine sound adjustments for corner. Corner type can affect final house cost by affecting both the labor and time Seeing the unique fit the log homes market has within the residential industry,Marshall & SUFFOLK NY required to construct log walls. the differences between the comparables that are available and subject property and to � manufacturers, carpenters, and homeowners can all affect the quality of a log home. ,ubtle variations in corners result from different Swift turned to the Log Homes Council in 1997 to learn how to more accurately capture demonstrate the marketability of the property used on older comparable sales, manufacturers' methods of deaing with fastening and sealing corners. However, most the value of log homes in appraisals. The LHC assisted in developing " The Log Home DRAWING TITLE: comparables sales in competing neighborhoods, the existence of similar properties in the Logs can be secured in the vvall using a variety of fasteners. Three of the most common „ P P g g P P log home corners fall into four)asic categories. Appraisal Training Guide which was designed to be a companion text to the Residential Appraisal Notes market area, and other reliable market data-the mortgage is acceptable to Fannie Mae." fasteners include spikes, lag;screws, and through dolts_ Some manufacturers predrill the Cost Handbook, a standard publicati on for Marshall& Swift. Butt& Pass logs for the fasteners used to ensure proper placement, spacing, and vertical alignment. Fannie Mae's guideline leaves more flexibility in choosing comparables,but the Butt&Pass corners ar the simplest and most widely used in log homes. Using All three factors can affect tlhe settlement of the log wall system and the integrity of its DELIVERY DATE: 3/15/16 appraiser or lender its still left with the challenge of choosing realistic comps. Because log h The Log Homes Council encourages anyone interested in log home appraisal to utilize this system, one log o"a corner pair butts against the other log of the pair. The weather tight seals. Each log;home manufacturer should provide details on the proper this resource to learn more about the designs, components, and customization of today's MODEL: CUSTOM homes are usually sold and delivered as packages, there has been a natural tendency to second log usually pases beyond the corner to overhang outside the corner of the utilization of fasteners in their log wall system. label them as a type of prefabricated home for which cost comparison data is more modern log homes. Topics in the Marshall &Swift Guide are similar to those contained yp P P house. Butt&pass lrgs alternate in successive log courses, creating a distinct in this document(energy efficiency, sealing systems,maintenance, etc.). Most sought LOG STYLE: 8x8 SADDLENOTCH EWP readily available. Tlhere is some prefabrication involved in log home construction, pattern of altematinf overhanging logs on the corner. The pattern is a desirable SEALING SYSTEMS after is the guide's analysis on appraisals of conventional versus log homes. including pre-cutting and pre-drilling logs. As with custom conventional construction, a feature of many logaome buyers because it instantly identifies the house as a log Each manufacturer includes, a sealing system designed to prevent air and water LOG PROFILE: 520 Private Road 27 bulk of the log home materials must be assembled on the site. However, the uniqueness home. infiltration at joints. A varietty of materials are used and new sealants frequently appear About the Author of log homes can often call for skills beyond those of conventional carpentry, making a on the market. Sealants maybe solid foam or compressible material such as butyl rubber, SCALE: AS NOTED finished to home foul a work of custom craftsmanship. Given the intricacies in Jim Cooper is an experienced log home builder who has also written a book on log home g Y P m Butt&pass comes are often modified to create a stronger or better sealed joint. liquid foam, and caulk. Sorme systems use splines and adhesives instead of, or in addition construction for the novice, Log Homes Made Easy/Contracting and Building Your Own NE DESIGNED BY: JMG construction, a log lhome can be compared to any custom home. For example, notoes may be cut in the pass log into which fits a tongue cut in the to, foam and caulk seal ants.. Solid foams are supplied in rolls or sheets and are designed Log Home. Jim also writes articles about log home construction and design for leading OF �, end of the butt lo; (mortis &tennon). While these may increase strength or to be compressed between bogs. The may be adhesive although some are not. Liquid o• wN� y0 When comparing log homes with conventional ("stick-built")homes it is important to P g Y Y g q consumer magazines devoted to log homes and log home lifestyles. �Q- � Sp �p CHECKED BY: MEL weather tightnes�of the corner, a basic butt and pass joint is still strong enough foams are supplied in cans or bottles and are injected into holes or grooves. They are r� 2.9 recognize that to homes are usually highly customized both in design and materials. 2 �r g g Y g Y g and can be madetight enough to handle the stresses imposed by the log system. designed to expand, sealing spaces around them. Caulk is designed to be injected into About the Lo Homes Council " -+ PLAN DATE: 10/2/15 They often include:features considered upgrades in other types of housing. g �� `W w joints and is often used to seal log home exteriors and interiors. Depending on a variety The Log Homes Council is part of the Building Systems Councils, an umbrella Dovetail of factors,reapplying caulk:may be a part of routine maintenance of a log home. It is or anization of the National Association of Home Builders. Members of the Log Homes "2 "' CUSTOMERS ADDRESS SHEET NO. Dovetail jointsrequire precision cutting machinery or a skilled hand-crafter. The g important to properly maintain a log home to prolong its life and beauty. Council are log systems manufacturers. The Council is dedicated to promoting excellence �p o a932$ _O joints are desined so that settling and normal log movement act to strengthen p P�' in log wall construction by contributing to the standards and codes that affect the quality RpFESg�oN v 2 rather than lessen the joint. In a dovetail, the two logs that form the corners are ROOF SYSTEMS �./ of log homes built in the United States. Members of the Log Homes Council produce each notchedin a modified"V."The "V" holds the corner together and any A variety of roof systems are used in log homes. The specific roof system used in a home movement irthe locy or settling tends to drive the logs tighter together. Dovetail depends on owner reference budget, and availability from the manufacturer. Man model code complying building, and are committed to professional and fair business CUSTOMER ID NUMBER& PRICE/MATERIALS LIST NUMBER Southold, NY 11971 b g g g g P P g Y Y joints are chracteristic of many handcrafted houses and are reminiscent of the manufacturers offer more than one roof system. 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OFESS�ONP 2.)REFER TO SOUTHLAND LOG HOMES' !� (� CONSTRUCTION MANUAL FOR FURTHER j ■ INSTRUCTIONS. SHEET NUMBER 11/23/2016 9:54 AM z a °'o I U � J rT wrm >,Z ¢ nom �� U�Za) p t t O = O7C.0— OJ O --I � �' 3'o v)v FS- m N 4 z S am g c=O. m W J UO ma -mn Tca J aS aS N� Oz-NL I z z mY cu0 m a) E Q J C 0 Off ` c— i F U Q 2 3rnZc c l, Z Hc(s > S.n c a= gO o Q LL O a� ^O^ U U I-• 2 U= d L.1. U„I a)"- D.D a nr p L t O O 4) c OCZ LL p ` (n L O O I O U J �1 �a CHIMNEY aci t c `� BYOTHEIRS «- aL o t N cy .. aS r O c � y > c cu c°i E y a) 2 N w t a) E >,E l � CD W L cci E 3 °-O- OU U O y 'O O cn E .LO. a5 _N c > > Eo o > 3 O /— FULL LOG GABLE END j Q a)rn� (D � -0 CO J0 E-'O ca 'O •, C L a) a)_ ui as «. 12 12 : 0 .0 0>, iu aS U V N L = a Q 12 12 y-0 a` c o U 5wM c 'nUrn U) o)-0 c� o �v L O aS U Q U) to O C FIXED GLASS LOG OPENINGS i ~ ARE CUT ON SITE BY OTHERS N a (2)6X8 LOG LINTEL 6X8 LOG POST LuW U. V �..� a 0 LJ_ L wZ \ w J W Z 00 O 0CID ❑❑ ❑❑❑ O V/ C0 m ❑❑ x T I 1 1 I I I L p a5 M d) c 0 NIS I- - - y 2 0•L a ° y N ca I STEPS TO GRADE y a y a Z,3 O V y f STEPS TO GRADE STEPS TO GRADE � 0;Q �, ^3 3 BY OTHERS 3 o 2 a) L y >. BY OTHERS BY OTHERS 4) c v_, a NOTE:FIELD VERIFY 2x4 CONVENTIONALLY FRAMED WALL c w U)�•N y > GRADE CONDITIONS GUARDRAILS AND PICKETS(TYPICAL) w/EXTERIOR LOG SIDING c 2 2 Y 1° c a U /� 0 •3 N c i d L c / 'y Q.. .� ° N Z E Ly � y > ay I E m E 7.c E .�_.N 0 REAR ELEl� ATION Q 1 2 ,0 cc r,—r " ` ` ° z CL a w E U) 1/4"=1'0.. E ui as >N D z J > rasymZ CL o'a;r y� Q v 0 o vo d3a> ZcU) ' Y= sacLoyF- Z .° C ai �'O d °cU LL a icy–' L °CL H c d > ca�- >,C Z C o m a ui •�O'arn y O y S-0 c U c i L c y a) L a) y >V) 0 3ZaL y•a d �.C.0fn U L C C y f, O CHIMNEY MATCH RIDGES U fA a s CCU a s BY OTHERS o o l d ca"r O cc Y } r 'J Z c�0 LOG SIDING @ GABLE END i Z 0 ti 12 12 Z LL (O h r � N 8 � � 8 ? 0 (n 'p � a I>rr �- m Z W > m a ,_ LOG SIDING @ PORCH GABLE END Lu ca L�j p Q p U N O 12 - 12 w � U) 3 � �3 0.. w w 0 p p 6X8 LOG LINTEL J J 0 w w w p p U cq i m w c° ��❑ 6X8 LOG POST Q Q m � 0 0 ❑❑❑ tomo N w(n ❑❑ O c� T C7 0�0 O ao O O(� mc�O p O Iff a �� Tx �O Till I /IF I v r�m ( STEPS TO GRADE a (2)COURSE OF LOG SIDING BY OTHERS(BEYOND) NOTE:FIELD VERIFY STEPS TO GRADE GRADE CONDITIONS BY OTHERS MODEL: GUARDRAILS AND PICKETS (TYPICAL) CUSTOM GENERAL ELEVATION NOTES: DESIGNED BY: s LEFT ELEVATION ALL EXTERIOR WOOD DOOR TRIM AND EXTERIOR J MG NON-RADIUS WOOD WINDOW TRIM TO BE CHECKED MEL BY: 1/4"=1'0" PROVIDED BY SOUTHLAND LOG HOMES. EXTERIOR TRIM FOR CLAD DOORS, PLAN DATE: CLAD WINDOWS,AND ANY RADIUS WINDOW J OF NE�y TO BE PROVIDED BY OTHERS. 10/2/15 p, Wyss j`G� RIDGE VENT BY OTHERS. DELIVERY DATE: '- >- GENERAL CONTRACTOR NOTES: I r "All 1504817 z �6 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS cY PR E T NUMBER BEFORE BEGINNING CONSTRUCTION. 0139325 P � OFESS\ON 24 CONSTRUCTION 2.)REFER TO SOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER lm2 INSTRUCTIONS. SHEET NUMBER 11/23/2016 9:54 AM U C/) z FLOOR PLAN KEY: �o LLIIW4 b z M a) Wr � �zogoz WINDOW SCHEDULE DOOR SCHEDULE SOUARE FOOTAGE(ANSI 2765-2003) INTERIOR WALL o o r w N Z LL z M CL 0) 0:2 HEATED AREAS: Q (7 m O a,cn c INTERIOR LOAD-BEARING I— W J O m c =o m y Created at 11:16 AM 10/2/2015 Created at 11:16 AM 10/2/2015 FIRST FLOOR............................................ 2029 Sq. Ft. WALL ! Z wa za 2 T J � N tl) �Q a) a) E MUD ROOM....................................... 139 Sq.Ft. Q Q J ¢c-4 J c`a o� PLUMBING WALL 1 H C) Q = �3 2)z N o Q MARK SIZE ROUGH OPENING TYPE QTY REMARKS PROVIDED BY MARK SIZE ROUGH OPENING TYPEQTY REMARKS PROVIDED BY TOTAL HEATED............................................. 2168 Sq.Ft. L z ` =w I � o z � Q�•Qo�� A 3-0 x 3-2 6-3 7/8 x 3-4 7/8 D/H 1 Bronze Clad Twin (High Wind Southland 1 3-0 x 6-8 3-2 1/2 x 6-10 1/2 EXT 2 Fiberglass 2-Panel 9 Lite Door-RI (High Wind Southland - O p= a� o 2 STOCKADE/DOVETAIL Q LL O a' 0 o L_ �' B 3-0 x 3-2 3-2 1/8 x 3-4 7/8 D/H I 1 Bronze Clad Single-Tempered (High Wind) I Southland �� 2 I 3-0 x 6-8 I 3-2 1/2 x 6-10 1/2 EXT I 1 Fiberglass 2-Panel 9 Lite Door-RI (High Wind) I Southland I UNHEATED AREAS: W co .6�.0 . PORCH ES LOG WALL - p � `° C I 3-0 x 4-10 I 3-2 1/8 x 5-0 7/8 D/H I 5 Bronze Clad Sin le Hi h Wind) I Southland I� 3 I 6-0 x 6-8 I 6-3 x 6-10 1/2 EXT I 2 Fiberglass Full View French Door-LI (High Wind) I Southland I PORCH(ES) 508 Sq.Ft. (REFER TO CONTRACT) o~ 0° ¢ I D 3-0 x 4-10 3-2 1/8 x 5-0 7/8 D/H 2 I Bronze Clad Single-Tempered (High Wind Southland 4 6-0 x 6-8 6-3 x 6-10 1/2 EXT 1 Fiber lass Full View French Door-LI (High Wind Southland TOTAL UNHEATED.................................. 508 Sq.Ft. E 72 x 72 6-0 13/16 x 6-0 13/16 I Fixed 1 I Bronze Clad Triangle Left Hand (High Wind) I Southland I EXTRA ITEMS PURCHASED WITH YOUR LOG HOME PACKAGE HANDRAILS&PICKETS F 72 x 72 I 6-0 13/16 x 6-0 13/16 I Fixed I 1 I Bronze Clad Triangle Right Hand (High Wind) I SouthlandI EXTRA 1x8 WHITE PINE T&G 1700 Inft TOTAL UNDER ROOF............................. 2676 Sq.Ft. (BY OTHERS) 66'-0" 8x8 SADDLENOTCH-EWP-HW ® ® 6x8 LOG POSTS 10'-0" 18'-0" 22'-0" 16'-0" IN YOUR LOG HOME PACKAGE c`"a ° E °i m SUNDRY ITEMS ARE INCLUDED (REFER TO CONTRACT) in a�75.2 C - - - 6x8 LOG LINTEL _ " o 5 E co cu (REFER TO CONTRACT) I a,, t 3 5'-6" 5'-6" 7'-0" 7,_6" 7'-0" 7'-6" 7'-0" 4'-6" 4'-6" 00 asr cn � +. c m CL Q O a) C O'p o TOILET Z ma> m16 � � o� - (BY OTHERS) I o - a '> 3 o= 2 = o� 8w p 2 3 a O .Q 'p Y to c: L - - - - - - - - - - - - - - - - - - - - - I BIDETo c N o o (n .. -_ (BY OTHERS) cc)i a2i ��'D 5 o (6 p 1 C U C C -p to 7 Co a). / \ � �' C — a ca I CEILING FAN W/LIGHT c a) ' .n I Q I I9 (BY OTHERS) I F_ I SCREENED PORCH 1 — (SCREENING MATERIALS I JUNCTION BOX ") BY OTHEIRS) I (BY OTHERS) LIGHT ' W O �, (BY OTHERS) .W.I= VENT FAN W/LIGHT �- �QQ� .os (BY OTHERS) 0 u J -A- O�O��P Ii I/ / ,_ „ „ I\ „ TO _ SD SMOKE DETECTOR CLQLL C) Q O 1 -6 6 6 6 0 6 n -6 y �9 0 - O (BY OTHERS)rco, (Z> / / III \ \ F9�yo� � SWITCH W UJN (BY OTHERS) yJ.JZ 220v OUTLET fnO ABOVE E ABQVE \ 29. (BYOTHERS) 0 00 \ \ INTERRUPTERL(BYIOTHERS) I OJ / I 4 3 1 _ 11 Ov ch 1 WATERPROOF OUTLET � �/✓P / (BY OTHERS) ¢ x 00 1 I I \ \ GFCI NTERRUPTER(BY ROUND FAULT IOTHI RS) s I DECK / 1 � / ` DECK � o I / M I / O f \ o 00 51 6'-9" / 5'-9" \ ( / 5'-3"c 6'-6" \ \ 4'-3" bo y 2 o CM CARBON MONOXIDE DECECTOR 2 •° 1 31-011 fo CL AL T 2x4 CONVENTIONALLY FRAMED _ _ GENERAL FLOOR PLAN NOTES: a L e 3 U).o WALL /EXTERIOR LOG SIDING - _I_ _ 0 C? \ G REAL ROOM / co / 'o 2'N d y y m T A wP N \ 4x8 DECORATIVE ABOVE w/ / wP iN 1. UNLESS OTHERWISE NOTED,ROOF LOADS ARE i c d Oct) ` r d _ _ _ _ _ - - - - _ \ 1x8 EWP T&�PANIELING / - v, c- I 3O / DESIGNED FOR 15 PSF DEAD LOAD.ALL OTHER ° w �' �'N w �'a CO GFCI I I LGFCI L \ ` SLOPED _ SLOPED / o ROOF LOADS TO BE DETERMINED BY LOCAL c w l BUILDING CODES H 3ao >CEILING CEILING / ZV m v, °a = �.I ho DW \ / _ _ Z E mEEai\ 1 1 1 � � ca � _ SOUTLAND LOG HOMES CALCULATES SQUARE ` Q � w H�� a a T '° Z= _ FOOTAGE ACCORDING TO STANDARDS SET BY J -'=2� xl � 0 O (ANSI 2765-2003) CL m ca>NEv, �,- �z ao (+) > m e c�i� N= I HEATED SQUARE FOOTAGE IS CALCULATED a cai o o azKITCHEN I I FROM OUTSIDE TO OUTSIDE OF WALLS i Q ,a a c` o N o MUD ROOM// O _ - - I I Iw / + STAIRS CAN BE COUNTED AS SQUARE g d H a 3 3 LAUNDRY 1 / ' ` \ co \ w FOOTAGE ON EACH LEVEL r m c yr- , i �'- I C/ C Z I I I� / / I �� I I� \ \ AREA WITH CEILING HEIGHT IS LESS THAN c o a >,aZ C ( \ I I I� / I \ _ Do 5'-0"IS CONSIDERED STORAGE(IF KNEEWALL o. ° m am M a c U c i , N fn x \ _ w O a>— p IS PRESENT IT IS UNHEATED STORAGE) y ° 45 y 3= 0 � I 9'-0" I� 2'-6" I i loo i I \ v ° ayi oa d U cn E �C I / UNHEATED SQUARE FOOTAGE IS CALCULATED m c >. FROM INSIDE TO INSIDE OF WALLS c c H F- o T I I I. I 00 T �, �E Tn50 - I o o0 cn u� R- moo I 1 GFCI � \ I / c Ecm nc°iccaZc 1 - _ PROMO GFCI - - - GFCI - PANTRY N— \ — I IN \ o 1 / MASTER GARAGE N y I I = b o I _ - POINT LOAD FROM ABOVE \ \ I / BEDROOM Y o LINEN r I I I - - SD / O Z h Lw I 0 N ��L I _ _ I / Z - I D W �� ISI � I - - � � _ - Z LL 1D cX O i \ \ \ I 5.125"x 19.5_x 22'-0"GLULAM BEAM - _ - i LINE OF FLAT CEILING O (O p = _ N h zn I _ Q Ro� T ~ I BATH "' ®SDI _ _ _ — — — 6'-5" 9'-7" — �' �. co Q Z - / SD ® I• m � 10 SD ® p� t0 SD I I/ GFCI Im •Lu r I I � I I ; 06 z z CD 3 I / ( 0 1 I I I 1 LLJ 0 < o U) cm 0 � J cn cc FOYER I \ ` w ; CO W / \ _ _ a w w 2 o / o I I o I \ - a WALK IN I / MASTER "' - Lu o 0 r z,) I ( I / �C I 1 co CLOSET / GFCI / BATH r 00 USTO T BEDROOM #2 o f BEDROOM #3 I/ s W R o Qo o I '` o I J o , aX oa) �n I I I co cLu n w cn W =L- N I J g I M"'a 0 MN >o O T I 1 (�� Q� 1 T F4 �y T Li wP / " O ago r cODo C C D c; Mco 0 O 0 O (� O� W T CO CO N X 51- " 3'-6" 114'-6" 3'-6" / 8'-0" 3'-6" 9'-0 3'-6" 5'-0" rm „ - O 0 15'-0" I 3'-0" 15'-0" 7'-0" 31611 3-0 9-6 0 1 I I a0 -p' SLOPED SiLOPED CEILING FR6NT CE w MODEL: PORCH CUSTOM - - - - - - - - - - - - - - - - - - - DESIGNED BY: STEPS TO GRADE BY OTHERS J M G CHECKED BY: 6'-0" 6'-6" 6'-6" 6'-0" P� o. wy,S ro MEL O 'S� PLAN DATE: 15'-0" 25'-0" 16'-0" 10/2/15 -. 10'-0" 56'-0° ' Lu DELIVERY DATE: 1 ,n � N, Lu 66'-0" 089328 P��� GENERAL CONTRACTOR NOTES: o�Ess�oN 1504817 FIRST FLOOR PLAN 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS ., I PR E T NUMBER ���?v BEFORE BEGINNING CONSTRUCTION. 1/4"=V-0" 2.)REFER TO SOUTHLAIND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER ■ INSTRUCTIONS. SHEET NUMBER 11/23/2016 9:54 AM -.+i*mrnrr-..-n+rm. .£I+'.':e.--..-... _- 41^'w^Tn^"S'mm°-s'-^)m ..., T_. n+rv:s„P`'..i?w,,Rw.,.,mmr^f.,«.-ro.Cv'+..'^inY.-e.,-.-..nr-+^.�. .'4&'wST..^T-..rstn'%T'•Tla..+..,.m.+n�'Tm"."^.RVMftx.a...m.. - .,.�..ap-A.+i,. � U Z a m❑'D W >' >'z -<EL J w� cm? o� 0 Z O -' � 2 �'3a(na , 0 f � 43) ~ m 0 I Z LL Q (7c0 - t0m� c Z 2 am cw Nma m m� 0O W ,J 0 0ca� .--=-Q_ y m C7 0=''a L FLOOR FRAMING @ PORCH(TYPICAL UNLESS OTHERWISE NOTED) Z Q J z c` ca y O � o m 2x10 PT LEDGER w/2x2 PT LEDGER @ FOUNDATION WALL _ _ (3)2x8 PT GIRDER w/2x2 PT LEDGER EA.SIDE ~ V Q = 3�'z a•� 0 w a -2x6 PT FLOOR JOISTS @ 16"O.C. � � z I— Z75 0 O �' 2x8 PT RIM JOIST @ OUTSIDE EDGE O Q LL O) N 0 > >_ p (2)2x8 PT RIM JOIST @ SIDES W o t top 0 c C7 0 56'-6" 2x6 PT PORCH DECKING N E c0i_j o 00 18'-011 22'-6" 16'-011 Of 51-911 51-311 71-011 71-911 71-011 71-911 71-011 41-3f' 41-911 16 3 C N C N C 7 O-�, 0 >CO 0 C Ei'I s0-0 E >, E -- cis m a5 ai - 0 E U 3 O. Q-U U O N e'0 7 I E-2 �'czNaa > o 'Oa0 � �N Coo C y CO O O a F_ 'D �tt1 L 0 0.7 O fSS U S9 7 N fa � C 0 U 0) r} _ 'O Cn O CO (D :i co'� as a Q(a. L .0 O CL F C) —A- 9 o Lu ; W CV N J N / Ni U- 0 F- 1 I- ^ a I CLO 0Q — LLL FIREPLACE BASE Z 0 WW 1 (BY OTHERS) }J M Z (2)2x10 RIM JSTS((TYP.) Q W w ❑ o� o°c 0 1 o Jcn OD 00 PORCH FOUNDATION 0 00 EXTENDS 1"BEYOND 1 PORCH DFOU FOUNDATION HOUSE FOUNDATION HOUSE FOUNDATION Q w 1 _ c = -- — -- FLOOR FRAMING UNDER HOUSE BY OTHERS 0 as '~ L Qy y Y Q � (3)2x10 RIM JOIST w/2x8 PT SILL PLATE ATOP FOUNDATION WALL y >,3.0 0 y N T (3)2x10 GIRDER w/2x2 PT LEDGER EA.SIDE E o iE oAL cV 1 -2x10 FLOOR JOISTS @ 16"O.C. o' 2x10 FLOOR BLOCKING @ 24"O.C.BENEATH PARALLEL INTERIOR WALLS T 0 u,y d i I 3/4'T&G PREMIUM OSB UNDERLAYMENT 'D aN 1x6 T&G#2 YP FLOORING ) c ry Lr d v c B_a .. .. Q m I Z E m E EBiZ-m Q 0 Es E = cO a � 60 CL 0. 'r E N >v)Lz a) J > cc r 0-a .. H �L E!.2 � OU y a) d .. CN_0 s C L O y H y d o d 1 2x10 FLOOR JOISTS @ 12' O.C. 0 m a N a 0 C c mid aCi� aci I � � dm .. do� d O d y > V1 W o=—. O` N N `O16EtNrn0 - C E C a) 0 0 N Z C O 02 to 0 w U co as°-mcu)0 a I CV CV Y r — O Z 00 1 Z LL. I` Z LL, co h D 7_T_ ii Ii iI —T- 0 cl) 'a 0)r (� T I o T. m Z icc }' 1 Q mO 2i m a = ca z ui n 4-6 LO rZ O WU co � OwC CL c � 2 ❑ O > > ❑ Q ❑ ❑ U cq I 00 T 1 1 ❑m _ - GENERAL FLOOR FRAMING NOTES: Qx om W CO< a:N 1.) PROVIDE SOLID BLOCKING BENEATH ALL Z)u- OCU 1 LOG POSTS. M..� �N Lu U) LOT-2.) PROVIDE BLOCKING/AT MIDSPAN FOR ALL LOG 60�1 :� M DOC0 o JOISTS 10'-0"LONG AIND LONGER. Cr O �00 O� LO ap a- ap 3.) PROVIDE DOUBLE JOISTS OR PERPENDICULAR p oa mCD -A- BLOCKING @ 24"O.C..BENEATH ALL STUD a apao *-x WALLS RUNNING PARALLEL TO FLOOR JOISTS. ® �O I-00 4.) CRAWL SPACE HEIGHT TO BE A MINIMUM OF 18" O FROM BOTTOM OF FLOOR JOIST TO TOP OF a FINISH GRADE OR PER LOCAL CODE- WHICHEVER IS GREATER. 5.) DROP PORCH AND DECK PIER HEIGHT SO THAT ' MODEL: TOP 6'-3" 6'-6" (6'-6" 6'-3" SUBFOF DECKING IS 5 5/8"BELOW MAIN HOUSE S CUSTOM 14'-11° 25'-611 15'-11° _ 6.) FLOOR SYSTEM DESIGN BASED ON SELF- DESIGNED BY: 11 9'-10" 56'-4" SUPPORTING ROOF. ALL ROOF LOADS TO BE J MG CARRIED ON LOG WALLS,UNLESS NOTED CHECKED BY: � 11 66-2 OF Ew OTHERWISE. MEL 0. Wy 7.) ALL FASTENERS THAT WILL BE IN CONTACT WITH ; PLAN DATE: FLOOR FRAMING @PORCH(TYPICAL UNLESS OTHERWISE NOTED) P ��` �`S0 �'Q TREATED LUMBER MUST BE NO LESS THAN 10/2/15 2x10 PT LEDGER w/2x2 PT LEDGER @ FOUNDATION WALL -cft7m- l- '1� A HOT DIPPED GALVANIZED COATING. -(3)2x8 PT GIRDER w/2x2 PT LEDGER EA.SIDE �� e ; �� DELIVERY DATE: PLEASE NOTE: ALTHOUGH SHOWN,FRAMING -2x6 PT FLOOR JOISTS @ 16"O.C. w u MATERIAL UNDER HOUSE IS TO BE SUPPLIED,BY OTHERS -2x8 PT RIM JOIST @ OUTSIDE EDGE (2)2x8 PT RIM JOIST @ SIDESt1, ;-V -2x6 PT PORCH DECKING 's� �� �� GENERAL CONTRACTOR NOTES: ��� A o��32� P�� FLOOR FRAMING 1504817 OFESS�O A PLAN R1.)CONTRACTOR TO VERIFY ALL DIMENSIONS PROJECT NUMBER ��•/( 1/4" 1'-0" BEFORE BEGINNING CONSTRUCTION. = �,.�A�.�A �.�6�.��� ems;�•..a"_.,.. 2.)REFER TO SOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER INSTRUCTIONS. ' 3ml1 I` SHEET NUMBER 11/23/2016 9:54 AM II I U FOUNDATION PLAN KEY: W } z L z U ` W i Lou,r ��Z a� o Z o, = o o Lua) 8" MIN. FOUNDATION WALL ZZ LL Z = o =o o 0 I Q coo - a,omcn2 � w/2 FOOTING H w —^� ° 0)'o - =.ar Y J Z C Y 0-1 - O'O 9 Ct Q = N?� d,Z C O u Q F 1 3" (MIN.) STEEL COLUMN p < Z o= o o L ° J (BASEMENT) LL wcoU o 0 a) v o cc: L= � a) C 56-6" — CD o F_ —I 3" (MIN.) STEEL COLUMN 18'-0" 22'-6" 16'-0" ' I w/ POINT LOAD ABOVE 0 " 9 5'-9" 5'-6" 6'-9" 7'-9" 7'- 7-96- 4-64-9 (BASEMENT) — 0 12 s 11 F_ —1 3" (MIN.) STEEL COLUMN w/ POINT -r- 5 E v cz ® I LOAD ABOVE & SOLID BLOCKING IBI I � I IBI IBI L_ _J (BASEMENT) F, F1 F1 Ft a a L) U O i 03+- U C� _J CL _J CL _J CL_ _J 1 (I mL �cC .iC C .�.O -O -1 E - c .o > 3U- 2 0 ov $ a, 0 2 3 0- 12" SQUARE CMU PIER GROUTED Q = �.1 U .1 �, �, L _J � o� _ _ 0Oy Zv CV I (CRAWLSPACE) see detail sheet 6.1 fSS U U a) L 2 AO � a U 7� C U F_ —I 12" SQUARE CMU PIER GROUTED Y o 0 °N � _ 0 cn p�.0 C o O p F_ � - -1 w/ POINT LOAD ABOVE N o < ;� C) I I I I I I L —J (CRAWLSPACE) see detail sheet 6.1 o T T �J F1 —J �. w�,.,..r�m�.•.,��--e �—— -� 12" SQUARE CMU PIER GROUTED Q. 22,_4„ I tj I w/POINT LOAD ABOVE & o —A— - L —J SOLID BLOCKING W o r 22 4 o (CRAWLSPACE) see detail sheet 6.1 W (o do (V J N CO I — — — — — — ^ N i g F— I I POINT LOAD FROM ABOVE OOC I — — — -"' FIREPLACE _ " a Q LL' _ I — — — — — — 1 oz ABOVE — — — — — — — — — � IBI I IBI IBI I BY OWNER IBI IBI IBI iY j x > ❑ PORCH FOUNDATION I — FO — — — — — FO i L— Ft L— F1 L— F, fl >-J W Z EXTENDS 1"BEYOND F' ——1 I F' —J F' J I — — — — — — — — — GENERAL CRAWLSPACE NOTES: N W 5 HOUSE FOUNDATION I I I I I PORCH FOUNDATION ❑ 0 I - _ - I I EXTENDS 1"BEYOND 1.) SOIL BEARING PRESSURE IS ASSUMED TO BE A O m N MINIMUM OF 2000 PSF. IF SOIL CONDITIONS ARE Q HOUSE FOUNDATION o FOUND TO BE LESS THAN THE ASSUMED, ' J(n I I ' I o r CONTACT A LOCAL STRUCTURAL ENGINEER 0'-1" 18'-0" I I I I 16'-0" 0'-1 bo FOR A RE-EVALUATION OF(FOUNDATION PLAN. x 9'_2„ 10 8'-1��� - I I I ' .) 8"x 16"CMU PIERS MAY BE USED INSTEAD OF I 12"x 12". ADJUST FOOTING SIZE AND I - - - - - - - - - - - - - - I i _ 1 I I I - REBAR NUMBER ACCORDINGLY. { c w - - - - ' - - - - - - - - - - - - - - - - - I o ca m m _ ICL J I DROP PORCH AND DECK PIER HEIGHT SO THAT I _ o o M TOP Fo _ I I FO I SUBFOLOOR. KING IS 5 5/8"BELOW MAIN HOUSE o c �,3 0 _ _ _ _ _ _ _ _ _ _ I ) moo, y y Co — — — — — — — — — — — — — O_ C a _ N F- — — — — — — — — — I I F t— } J F' - I F' I 1 I n O:.O ` 3 Q O T I I .) FIREPLACE DIMENSIONS AND SPECIFICATIONS i >0, m e u, y 0 N I N I I I I I BEEFORE CONST UTO BE VERIFIED ICTION.TH NER € y ayi 0.%j, �'m e=° a' CV i o '3 a, 0 L � I I I I Ibo I 5.) 12"x 12"FOUNDATION PIERS WITH 24"x 24" �I y o': ` 5 a oF_ --I CONCRETE m I- -I -I _ I FOOTING W TOH03I#5 REBARS ENGS ARE OACH WAY.FORCE aci L E E a c �' I I I I I I 8"x 16"CMU PIERS MAY BE USED INSTEAD OF ( a ° y y a L c o 1 F,I J I I I 12"x 12". ADJUST FOOTING SIZE AND REBAR J `6 c � m L,2 I I I I F, J F1 J t -I I I NUMBER ACCORDINGLY. r; Q. E c) m>� E y-r m v,- tZ 6.) FOR REBAR PLACEMENT IN EXTERIOR " J 2 d E a0i ° c m O j ms �v�. y I I o o j F, .J - I o ` o .. ou FOUNDATION WALL FOOTING SEE"FOUNDATION/ Q .a-_' a o � I co I co co m :6 CL 3 ' � `° I CRAWLSPACE o I I CV BASEMENT"IN THE CONSTRUCTION Z = c y L o s T CRAWLSPACE I I j j I , �� LL. %t ` T% DETAIL SHEETS. m cn c a'o >,c Z c I I I I j I I f! "D 7.) ALTHOUGH NO FOUNDATION VENTS ARE SHOWN, o � m._ O._ I I I r I-4 F 7 I (��p �I CONTRACTOR IS RESPONSIBLE FOR LOCATING ?! °L 0 a'0 r"'i a c U c PROMO I I I Y AND INSTALLING VENTS. THE MINIMUM NET GARAGE I I B y o ��v� � F, �J — FSI �J � F�1 I J F'I �J I I �j1 v� AREA OF VENT OPENINGS SHALL NOT BE LESS "� L :c � �� o I I �DV ` !j �� CRAWLSPACE. ONE SUCH OPETHAN 1 SQ.FT.FOR EACH 150 QNING SOHALL BE 0 `=E y � I ( I I W � WITHIN 3 FT.OF THE CORNER OF THE BUILDING. .- .- o c z /► R D`� FOR EXCEPTIONS SEE SBC. o o m m 2 'o - — — — — — — — — — - 18" U fn a O ca()C a cV ) FROM BOTTOM OFFLOOR JOIST TO TOP OFF 18 M I i -i- I Fz I I M FINISH GRADE OR PER LOCAL CODE Y �- - — — — — — — — — — I (- -I L_ —•— J I V" WHICHEVER IS GREATER. I, -j Z co I I I /�` F. I I I I I I I I 9.) 16"x 16"FULLY GROUTED MASONRY BLOCK �' Z 0 I I O I COLUMN REQ'D EA. FOUNDATION END OF THE I` V' ti r I I I cm F, J F2 I F, J Zo I I I, MULTIPLE 2X10&GLULAM GIRDERS. REINFORCE w L_ -I - -I I I I � ` a� PIER PER DETAIL 6.1. BOLT WOOD SEAT ATOP I r �/ V s` COLUMN FOR GIRDER TO BEAR UPON. 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IBI IBI IBI IBI IBI - a 4'-0"x4'-0"x24" 7#5 BARS EACH WAY F7 2'-6"x 2'-6"x 15" 3#5 BARS EACH WAY MODEL: F8 T-6"x T-6"x 24" 6#5 BARS EACH WAY CUSTOM 6'-3" 6'-6" 6'-6" 6'-3" _ F9 2'-9"x 2'-9"x 18" 4#5 LONGITUDINAL BARS DESIGNED BY: 9'-10" 14'-11" 25'-6" 15'-11" 13 5 TRANSVERSELY @ 24"o0 10 3'-0"x V-0"x Cont. )TUDINAL BARS& J M G 01 66'-2" 11 4'-9"x 4'-9"x 2'-6" 10#5 BARS EACH WAY CHECKED BY. OF NF � 4'-6"x 4'-6"x 2'-3" 9#5 BARS EACH WAY PLAN DATE: 0. wHiS }"o (2)Rows of(7) 10/2/15 �Q'v�Ls` O,� �Q 1� 5'9"x 5'9"x 2'-10" #5 BARS EACH WAY DELIVERY DATE: a* � 14 5'-0"x 5'-0"x 2'-6" (2)ROWS OF(6) FOUNDATION PLAN ,� w 4., CC #5 BARS EACH WAY _ �. ' w I 1/4'=V-0" tLu Z6 GENERAL CONTRACTOR NOTES: 1504817 08932a �.� 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS PR E T N MBER pROFESS\O��P' BEFORE BEGINNING CONSTRUCTION. 2.)REFER TO SOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER I ■ INSTRUCTIONS. 2 SHEET NUMBER wrimil ---- 11/23/2016 9:54 AM :a �+ U U) W } , U "an� J wt tea?o.J o 2! = z =O am �� �p� m Z LLQ c� 8� O 'U) t f— W —I O a)-0 ` = or_T`� cis z Cl) N tzO N O EL Q Q J Q C� •N'J RS O�— 0 < -J N 3�Z C O W¢ � � =a o= '60 CO U- 00 oPLYWOOD AND PARTICLEBOARD, URFLOOR, ROOF AND ALL L0 a) p ` nL O I HEETIN (TO FRAMIN ): 1/2" OR LESS I PLYWOOD AND PARTICLEBOARD, SUBFLOOR, ROOF AND WALL � � U r — — — — — I HEETIN (TO FRAMING): 1 /32 .�)f�„ j � _ _aL' z E w E >, PLYWOOD AND PARTICLE BOARD, UBFLOOR, ROOF AND WALL Sq � r 3 I � 3 SHEETING TO FRAMING): -1" I ' S 0 U O � � Q Q - U 72 tS I - - - - - - — - - - - - - - - - T1 �.PLYWOOD AND PARTICLEBOARD, UBFLOOR, ROOF AND WALL TRUSS LAYOUT KEY: r �N � N O HEETINTOFRAMINk• 1'1I$" L �pO COMMON ROOF TRUSS co "a. - oo Ca tz C (1) 0) C = (n - .6 I N'� O¢ vQi f0. 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FLOOR SYSTEM FLOOR SYSTEM p Z o a= iv-o SILL SEALER „ 100% SOLID w STEEL POST OR PIPE O Q LL u, �; 8�2 2 z 8" KO BOND BEAM 3 2x10 RIM JIOIST OF FINISH. TOOL CAULK TO WIDTH IN HORIZONTAL JOINTS / DIA. ANCHOR BOLT (3) 2x6 PT OR 4x6 PT a LLI CO 0 6 D .0 �,0 m w/ (1) #4 ( 2x8 PT SILL PLATE CONCRETE M OR SOR TYPEMORTAR #4 CONT. BASE PLATE w - o=:E o F- ® 72" o.c. MAX. " / 2x2 LEDGER 2 LEDGER I ;I I � � N� 2 � t o 0 8" CMU FILLED SST A34 EACH ANCHOR BOLT � OF LOG 7" MIN. INTO CONCRETE 6x6 WWM (4) jx7 ANCHOR w/ (3) 16d w/ (3) 16d •I 6x6 WWM BOLTS " EXPANSION z NAILS PER 100% SOLID w/ (2) COURSES OF BASE COURSE FLATTENED ANCHOR BOLT NAILS PER � JOISTS OR � z �" ANCHOR BOLT CONCRETE OR TYPE 2x10 LOG SIDING. RIP 33" IN MILLING TO CREATE x:;. x " LEVELING GROUT JOINT w/ 7" EMBED JOISTS OR w/ 7" EMBED • 6x6 WWM JOIST HANGER 12"x12" PIER BLOCK FILLED JOIST HANGER 2 8"x16" CMU FILLED M OR S MORTAR TONGUE OFF TOP 4 CAVITY FOR WIRING 02 COURSE TO FIT =L °max-x : x- o TERMITE FLASHING BY OTHERS 3„ FURRING STRIPS (BY OWNER) ._ r 100% SOLID w/ •' r / ° �- z x;xy-x�-x.- Tx� x. x-!=., x. CON SOLID W a . -ons ` o UNDER BASE LOG. 1 �� �� ��� I �' > AS REQUIRED BY LOCAL CODE z 4 BASEBOARD (BY OWNER) E E z o „ c- CAULK ALL SIDING 1 n z _ ... z '' ..' MOR a L o E - I= M) ANCHOR BOLT @ 48 O.C. x CENTER OF LOG WALL IS 2 m.-_ - RIGID INSULATION TAR MORTAR a o 00 JOINTS. FASTEN w/ OR VAPOR BARRIER • ° MORS 'I M OR S M Y Ucon o . 8 w F m w FROM OUTSIDE OF FOUNDATION • •;,:.. '„ - - RIGID INSULATION _ o W/ 3x3 PLATE WASHER 10d ALUMINUM z 2 n W �. -� CO W Z . :.�.�. ° ..: t °•: mm-, , . ' ' _. �_Id fl.O c N—•p +%PROVIDING A 1 OVERHANG ``' w -- OR VAPOR BARRIER ,� w 4” GRANULAR FILL ``' z ' • .. _ mil Z o a� " o_ . :CASING NAILS > I,L,TO MEET LOG SIDING 4 GRANULAR FILL RIGID „ 0(BY OWNER) n 4 GRANULAR a 2 RAT SLAB fI, CJI:;. 2 RAT SLAB = - = oU 0 2 3 aa _ ._ 2 INSULATION ,• .. m o �, @ 16 o.c. SEE PLAN n SEE PLAN " * OR VAPOR SEE PLAN FILL * ; °: �2 o y r. cc w #4 @ 48 o.c. #4 @ 48 o.c. (2) #4 (4) #4 * Q N v - 2'." RAT SLAB BARRIER `.A.'...'• '•�..'. FOOTING REINF. FOOTING REINF. ° at SEE PLAN 4 48" O.C. * PER PLAN PER PLAN ) m-0 �= o , SEE PLAN SEE PLAN =-0 n 2 m'p 8 m DOTING REINF. BASE COURSE TO SEM WALL FOOTING REINF. FOOTING REINF. SEE PLAN T SEE PLAN SEE PLAN o 0 a STEM WALL SECTION SUBFLOOR SECTION — GARAGE SLAB ON GRADE COLUMN FOOTING 12x12 CMU PIER 16x16 CMU PIER 1/2" = 1'-0" 1/2" 1'-0" 1/213 = 1'-0" 1/2" = 1'-0" 1/21t = 1'-0" 1/2" = 1'-0" MAX HEIGHT 10'-0" 1/2" = 1'-0" MAX HEIGHT 13'-4" * REINFORCING NOT REQ'D IF HEIGHT OF * REINFORCING NOT REQ'D IF HEIGHT OF PORCH POST = GRADE IS LESS THAN 48 AND SEISMIC GRADE IS LESS THAN 48" AND SEISMIC DBL RIM BEAM 2x6 PT DECKING V FLASHING 2 " GALV. THRU BOLTS SUBFLOOR 0 GIRDER: w � CATEGORY IS A, B OR C. CATEGORY IS A, B OR C. ( ) � -' 2x6 PT DECKING w/ FLASHING ' T&G UNDERLAYMENT FASTENED TO JOISTS O ~ w/ 8d NAILS 0 6" o.c. O Q RIM BEAM (2) 16d PER JOIST RIM BEAM 2x6 PT DECKING W/ PORCH POST 2x PT FRAMING w W 00LL SST HU26-3 Of -2 FLOOR JOIST: (SEE FOUNDATION PLAN FOR SIZE 2x2 LEDGER TO " THRU BOLT INTO " THRU BOLT INTO (2) 16d PER JOIST (4) LOG FASTENERS & SPACING) TOENAIL TO GIRDER w/ (4) 16d NAILS GIRDER w/ MIN. 2x8 PT PLATE C-6 J ( ( TOE SCREWED SST DTT2Z w/ 4x4 PT BRACE ® 45' IRC 502.6.2: JOISTS FRAMING INTO THE SIDE OF A (3) 16d UNDER w 0 X p SILL) OR J" TITEN BOLT SST LB2x EACH SILL) OR 4" TITEN BOLT SST HU26-3/-2 " ANCHOR 7" EMBED F NOTCH TOP OF POST WOOD GIRDER SHALL BE SUPPORTED BY EACH JOIST 8•x16" CMU ORCO (INTO STEM WALL) C� JOUST (INTO STEM WALL) ® (6) "x3" SDS SCREWS FROM POST INTO ( ) o FOR RIM BEAM APPROVED FRAMING ANCHORS OR ON LEDGER 12•x12' BRICK Q ui „ 1 STRIPS NOT LESS THAN NOMINAL 2x2. IRC 502.8: STANDARD FLUSH GIRDER PIER BY OWNER RIM 3 MIN. SOLID BLOCKING UNDER POST ( ) 0 n *. " WHERE JOISTS ARE NOTCHED ON THE ENDS FOR CTI Q 12 o.c. 2 3-2x PT 12 o•c• INTO DOUBLE JOISTS * GALV. THRU BOLTS ( ) 1 o (n / 2x6 PT DECKING " N 2 "x8" LAG SCREWS A LEDGER. THE NOTCH SHALL NOT EXCEED TH PORCH GIRDER �nao DBL RIM BEAM THE JOIST DEPTH. OR (4) LOG FASTENERS BUILT-UP GIRDER: (SEE FOUNDATION PLAN FOR III x FLOOR SYSTEM FLOOR SYSTEM 2x PT FRAMING SIZE & NUMBER OF MEMBERS). GLUE & NAIL w/ 16d - PIER (SEE PLAN) NAILS 0 32" o.c., TOP & BOTTOM STAGGERED; (2) 00 SST DTT2Z TWO 16d NAILS 0 ENDS & AT EACH SPLICE. STAGGER LAP JOISTS MIN. SPLICES TO HAVE MIN. 24" SPACING. � 6X6 P POST 3" OVER BEARING. LOCATIONS PER 2/3-2x PT 2x PT SILL PLATE '� Z MAX HEIGHT 10'-0" FASTEN JOIST TO GIRDER PORCH/DECK PORCH IRDER w/ TERMITE FLASHING 2x8 PT PLATE 16d TOENAILED B 2" RAT SLAB 2 RAT SLAB (2) EXP BOLTS P1g2 ( OWNER) FACE NAIL w/ (3) y 12 12 GROUT FILLED CMU CHAMFER IF CONCRETE 16d TO PING JOIST - _. ... __:-_ - . . ;. :��_ ••.: . _•: ' ' • . � THICK GALV. -.� i .' -AL1- w;E - 8 I :.. _ I._ Xx8 ALTERNATE DROPPED GIRDER ai o y CONCRETE IR STEEL BRACKET _z y, N • .',., i .. •.: TNOT LESS THAN TWO - $ ,3 o d m H Wf F [LOCATIONS PERDECK I o Z ,; 2x8 PT PLATE A• ..,a . ,,' •A••..,° . [ ° - STEEL BEAM >` -ad y ` o zo •O d Vl Q O PER PLAN „ * GROUTED PER PLAN „ * PER PLAN M .A•.• (BY OWNER) c _ r 8 CMU GROUTED #4 @ 48 o.c. #4 48 o.c. SEE PIER DETAIL (n 100% SOLID FOOTING REINF. FILLED CMU Z o t w 2 a SEE PLAIN OR CONCRETE soOTIEE PNG� REINF. PER PLAN MNE � t� a d T u) 0. PORCH DECK TO ALT PORCH/DECK TO 2 #4 I= @ E 2r�- = PORCH/DECK DECK TO ALT PORCH DECK TO SUBFLOOR @ �- r � � J N N A HOUSE SECTION HOUSE SECTION 11111 %4 PIER SECTION PIER SECTION GIRDER > 0L dewy = 1/2" = 1'-O" **OWNER OPTION IMAYBE REDUCED 1/2" = 1'-0" **OWNER OPTION MAYBE REDUCED Q o a o a o o A z did FOR ADA OR PREFERENCE FOR ADA OR PREFERENCE 1/2" = 1'-0" 1/2" = 1'-0" NTS Z 0 rna m ° w O g d a m R tem 0 1i _ H •n N `6 �w �v�i d NOTE: ALL CONNECTIONS PER IRC TABLE R602.3. �� m� rn Oydvac0c IN HIGH WIND OR SEISMIC ZONES, USE APPROVED z eO H,r a t FRAMING ANCHORS. ALL FASTENERS & HARDWARE _ p `o d v .m � Tv~i E BY OWNER. ` ` E -" 1 ° � 10 �° « a m~Ow N b m •.. O C Z V1 A O O 1 2 0 M = =O V =O to TOP VIEW LOG FASTENERS U w av d 1° V a a POST: SILL PLATE �� LOG WALL SYSTEM ® 12 o.c. 6x8 LOG POST FASTENED w/ (2) 9" LOG HOG SCREWS Y }. FOUNDATION EACH SIDE OF POST. FOR HIGH WIND OR SEISMIC ZONES, C 11 LOG FASTENERS -j Z ap o USE SIMPSON (OR EQUAL) POST BASES TIED TO PIER. STAGGERED Z 0LL h zoo Z LL N Lu � 1x6 PT TRIM (BY p = p M w 0III 2x6 PT DECKING FASTENED U) w z " DIA. ANCHOR OWNER) OVER 2x8 PT w/ (2) 16 GALV. NAILS SECTION VIEW C < 0 Z o OUTER RIM & 2x8 PT ® EACH SUPPORT SST LB26 ® 2x6 LOG WALL SYSTEM Q INNER RIM fill LB28 ® 2x8 W LB210AZ ® 2x10 m 0 2x8 PT SILL PLATE ; LB212AZ @ 2x12 EACH 3" MINIIMUM PENETRATION w Q = 1 STORY SPACING 72" O.C. JOIST Q E- w/ ANCHOR BOLT COUNTERSUNK FASTENER m m 2 OR 3 STORY SPACING ® 48 O.C. ° SOLID BLOCK[ G UNDER POST IF NECESSARY " " " INTO CONCRETE BLOCK w 0 w x3 x3 PLATE WASHER °� z I— z I1 W o U) / PIER w/ TERMITE Q o „ SHIELD 2x8 PT SILL PLATE LOG FASTENERS F- () co w W N SEISMIC CATEGORY < C 72" o.c. w/ ANCHOR BOLT SIDE VIEW STAGGERED 11J > � w o Ln SEISMIC CATEGORY > C 48 O.C. SST DTT2Z w/ INTO CONCRETE BLOC 0- w w p Q w/ j"x3"x3" PLATE WASHER ANCHOR BOLTPIER w/ TERMITE > > (— SHIELD w w Z)I- SECTION A-1 SECTION A-2 LOG WALL U U) ANCHOR BOLT TYP. PORCH DETAILSFASTENER PLACEMENT 00 1 1/2" = 1'-0" NTS 1/2" = 1'-0" Q f� Q X 0 MINIMUM FASTENING j,Q � FASTEN 2x6 T&G DECKING w/ (2) LOG WALL SYSTEM LOG WALL SYSTEM STUDS ® 16" o.c. w/ DOUBLE TOP CODES W � W v 24" LOG OR LESS - KILN DRIED SOUTHERN YELLOW PINE W/ 11" OLYLOG 16d NAILS (BY OWNER) TO LOG w/ LOG FASTENERS AS PER w/ LOG FASTENERS D PER � 00 w cn TIGHTEN BUTT JOINTS BY LOG CONNECTION DETAILS LOG CONNECTION DETAILS PLATE, SINGLE SILL PLATE OVER NOTE. u, - >_ 4 OLYLOGS; 2 EACH END FASTENERS COUNTERSUNK " FLOOR BEAMS w/ (2) 11" 2x6 PLATE RIPPED TO 21" RECEIVE „ TOENAILING LOGS TOGETHER ALL HARDWARE AND FASTENERS BY BUILDING CODE: IRC 2015 , 'qDM 't l x LO - o 24"-72" LOG - OLYLOGS PER BEAM INTO GIRDER 2x6 T&G FLOOR DECKING 00 Q - 6 OLYLOGS; 2 EACH END W/ (2) 16d GALV. NAILS (BY OWNER) APPLY "x " FOAM GASKET IN GROOVE PRIOR TO OVER LOG WALL OTHERS UNLESS SPECIFIED IN USC 2016 o ; of OVER 72 LOG; 2 OLYLOGS FASTEN LOG ENDS SETTING NEXT COURSE FLOOR/ROOF BEAM EACH END & BETWEEN 3" CONTRACT. INTERIOR FINISH I�'�' 600 ►a ° 0�° m � W/ 2 OLYLOG FASTENERS w/ LOG FASTENER TOE-SCREWED FLOOR/ROOF BEAM N Q ® 12 o.c. STAGGERED MAX / ( ) ;, APPLY J" BEAD OF SOUTHLAND TAN CAULK AT ALL COURSES LOG SIDING AS BLOCKING To Loc WALL (SEE FRAMING PLRI) FASTEN 2x6 T&G DECKING BASIS OF DESIGN ASCE 7-1 0 r` m EACH END COUNTERSUNK � (SEE FRAMING PLAN) w 2 16d NAILS TO 8x8 LOG AND BUTT JOINTS, INSIDE AND OUT PRIOR TO APPLICATION BETWEEN LOG BEAMS DETAIL LOCATION / ( ) O OF FINISH. TOOL CAULK TO J" WIDTH IN HORIZONTAL JOINTS. BUTT OPPOSING BEAMS © OPPOSING BEAMS PRE-ENGINEERED BUCKET BEAMS w/ (2) 11" OLYLOGS LOG SIDING OVER a • CENTER OF DOUBLE GIRDER NOTCH BEAM IN TO LOG WALL w/ LAGS TO LOG WALL PER BEAM INTO GIRDER. BUILDING FELT DESIGN LOADS OF LOG FASTEN EACH END TO GIRDER BEARING ON GIRDER PROVIDE REQUIRED BEARING PAPER AND DRILL 1" DIA. HOLE x 6" APPROX., CAULK o o w/ (2) 11" OLYLOG FASTENERS ROOF FLOOR BEAM " OSB WALL MODEL: TOP VIEW CENTERED ON BUTT JOINT, FILL FOAM GASKET n z DOUBLE LOG GIRDER: SHEATHING MAIN LEVEL 40 psf " w/ CAULK, INSERT �" DIA. A A USE (2) 11" OLYLOG FASTENERS ® 12" o.c. TO LOG WALL LOG WALL SLEEPING LEVEL 30 Sf CUSTOM DOWEL SUPPLIED IN PACKAGE 1 OF 1 STAGGERED. BUTT JOINTS IN BOTTOM P LOG ---J COURSE MUST BREAK OVER SUPPORT POSTS. NTS ROOF 30 pSf DESIGNED BY: (n LLJ 12" STD OLYL GS DOWEL FASTEN 2x6 T&G DECKING Loc WALL SYSTEM LOG WALL SYSTEM GROUND SNOW 20 pSf p JMG z� w/ LOG FASTENERS AS PER w/ LOG FASTENERS AS PER LOG BEAM CHECKED BY: EXTENSIO w/ (2) 16d NAILS (BY � LOG CONNECTION DETAILS LOG CONNECTION DETAILS 5 p JOF LOG P16��( 2x6 T&G FLOOR DECKING 2x6 T&G FLOOR DECKING PORCHES DECKS 6 0 p sf M E L � - OWNER) TO LOG BEAMS. w DOUBLE 8x8 GIRDER "' FASTEN LOG BEAM TO / (2) 16d PER JOIST w/ (2) 1sd PER Jasr " TIF �Fw WIND SPEED 130 mph PLAN DATE: NOTE: NOTCH IS MORTISED J" PAST THE USE (2) 11 OLYLOG FASTENERS Q'� o wy/s �'O p 10/2/15 GIRDER w/ (2) 11 OLYLOGS " w CENTER OF THE LOG TO ALLOW FOR ® 12 o.c. STAGGERED. BUTT SEISMIC CATEGORY B ADJUSTMENT. DO NOT START CORNER LOG DETAIL LOCATION CAP LOG w/ TIMBER/LOG FLOOR JOIST JOINTS IN BOTTOM COURSE MUSTy DELIVERY DATE: 24" MIN. 24" MIN., TIGHT TO BACK OF NOTCH. BEAMS FROM ONE SIDE (2) 11" OLYLOG w/ LOG FASTENER TOE-SCREWED BREAK OVER SUPPORT POSTS. �� 0 3/15/16 TO LOG WALL r' $ Lu WEATHERING SEVERE BETWEEN BETWEEN[ BEARING ON GIRDER FASTENERS NOTCH JOIST IN TO LOG WALL n Lazy "' BUTT JOINTS BUTT JOINTS BETWEEN BEAMS TIMBER/LOG 1„ Z (PROVIDE REQUIRED BEARING) OR FLOOR JOIST 2x LEDGER w/ FLOOR BEAM � 4 FROST DEPTH 3 FT DOUBLE LOG GIRDER: PRE-ENGINEERED BUCKET (2) 16d PER FOOT OR SECTION A-1 NOTCH FLOOR DECKING � C` USE (2) 11" OLYLOG FASTENERS w/ LAGS TO LOG WALL IN TO LOG WALL ,o 93 TERMITE,, TERMITE MOD—HEAVY 1504817 LOG WALL JOINT TYP. STOCKADE ® 12" o.c. STAGGERED. BUTT FLOOR BEAMS PROVIDE REQUIRED BEARING SYSTEM @ FRAMED RoFtrSS�oNP PROJECT NUMBER JOINTS IN BOTTOM COURSE OVER GIRDER TIMBER/LOG FLOOR GABLE END WALL TO LOG WALL 1/2" = 1'-0" 1/2" = 1'-0" SUPPORT POSTS. 1/210 = 1'-0" NTS 1/2" = 1'-0" 6sl SHEET NUMBER 10/26/2016 11:46:04 AM 2 3 4 5 6 7 SIMPSON STRONG TIE CONNECTORS. UNO. (1) SPH4/6 FOR UP TO 1030 LB UPLIFTS cn Z o APPLY CAULK EXTERIOR TRIM 6" FLAT 0 EACH END OF HEADER AGAINST 1x2 CASING PROVIDED ON STANDARD JAMB EXTENSION - °� 0 (2) SPH4/6 FOR UP TO 2060 LB UPLIFT (2) LOG FASTENERS @ INTO DADO • WOOD WINDOWS ONLY. FOR CLAD PROVIDED w/ UNITS SAWN LUMBER TO GLULAM ROOF LSSU210 W J co 2 E2 "z� Z a 4) OW n K ON SITE) MAX WINDOWS, EXTERIOR TRIM I O O 4:): o F- d „ 3 -0 o.c. BLOCKED MAX SUPPLIED BY SLH GLULAM RIDGE BEAM HD7B ~ -� (n � �; = 8 SAWN LUMBER TO RIDGE BEAM LSTA30 Z = a 0 w N�a cn SPH4/6 01 48 O.C. z � L a� �p �«• ii NOTE Ir'TRUSS TO w TRIM PER BUILDER OG WALL SYSTEM 2x10 ROOF AND PORCH RAFTER HTS20 TO WALL W Q °0 8 w -p �� ° SP AREO T REQ R o 2 LOG FASTENERS z w EL - N O t I� ( ) w/ LOG FASTENERS AS PER 2x8 ROOF TO PORCH RAFTER LSSU28 AT WOOD J o=E N --�L----- ----- n Z 01 @ 3 -0 o.c. BLOCKE LOG CONNECTION DETAILS 2x10 ROOF TO PORCH RAFTER LSSU210 AT WOOD Q Z Y J o a HEADER 1x2 DADO KERF ROUGH OPENING ROUGH OPENING Q J g.a o m0 m= 2. 2x WINDOW/DOOR BUCK SETTLING GAP AS PER x WINDOW/DOOR BUCK LOG HOG FLASH AROUND SIDE FASTENERS 2x12 ROOF TO PORCH RAFTER LSSU210 AT WOOD (CUT ON SITE) a�-•c c FASTENERS BUCKS & UNDER TRIM FASTENERS H c w ------ ------------- FLASH aRouNo SIDE GIRDER (3)2x10 LUS210-3 p Z ag 'Q o LOG MANUFACTURES LOG OPENING WIDTH 1x2 DADO KERF w/ 4 MIL POLY VISQUEEN LOG OPENING WIDTH 3 p BUCKS & UNDER TRIM 1x6 INTERIOR & EXTERIOR O Q o 2= 2 %)R U. TOE NAILED RECOMMENDATION (CUT ON SITE) OR 15 Ib BUILDING FELT GIRDER (3) 2x8 LUS28-3 „ 8 p-R �, U H INTO CODE APPROVED w/ 4 MIL POLY VISQUEEN 1x6 INTERIOR (BY OWNER) TRIM (BY OWNER) W o t- °O a� co ED KING STUD (TYP) OR 30 Ib BUILDING FELT FLOOR JOIST (2) 2X8 LUS28-2 WINDOW/DOOR PER BUILDER 2 LOG FASTENERS (BY OWNER) TRIM (BY OWNER) �/ N~ 0.0 -0 POST TO FOOTER HTTS WINDOW SILL PLATE ) LOG FASTENERS @ 3'-0" o.c. TOE-SCREWED INTO LOGS MULTIPLE SEAT CONNECTOR MSC (PER TABLE BELOW) CUT 45, 1" DEEP KERF, APPLY TOE NAIL ENDS OF EACH PLY w/ SOUTHLAND TAN CAULK, GAP WILL VARY BASED ON LOG CUT 45', 1• DEEP KERF, APPLY 2x4 = (4) .131'x3.25"NAILS SECTION VIEW 2) 16d @ 6 o.c. INSERT ALUMINUM DRIP CAP PROFILE & WINDOW/DOOR TYPE. SOUTHLAND TAN CAULK, GAP WILL VARY BASED ON LOG 2x6 = (6) .131•x3.25• NAILS „ (4) 16d TOE-NAILS TOP INSERT ALUMINUM DRIP CAP PROFILE & WINDOW/DOOR TYPE. 2X w/ (2) 16d @ 6 O.C. BUCK TO SIDE BUCK (BY OWNER) INTO KERF & FILL R LOOSE INSULATION A 1; c c CAULK TOP OF DRIP CAP INTERIOR TRIM (Bl OWNER) (81 OWNER) INTO KERF & FILL w/ LOOSE INSULATION WINDOW/DOOR BUCK AGAINST LOG FACE CAULK TOP OF DRIP CAP ( ) a� y_- --- TRIM PER BUILDER HEIGHT: INTERIOR & EXTERIOR TRIM BY OWNER -- --r =____��=====n==- SHIM SPACE 2x BUCKS PROVIDED U �° 8 v 0 t AGAINST LOG FACE y c � �� �� c NOTE. z o FIELD VERIFY o HEIGHT- r ICRIPPLES IF REQUIRED I3Y OTHERS SHIM SPACE 2x BBUHCKKSSPROVIDED co o ALL HARDWARE AND FASTENERS BY m�' q t p (E 3 LOG FASTENERS @ WINDOW JAMB 0 HEAD ) WHEN STACKING z FIELD VERIFY m EACH SIDE OF OPENING 1x6 WINDOW STOOL ao a LOGS: ADJUST AS DOOR JAMB O HEAD ( ) Fu WHEN STACKING �. ca �0 N I o WINDOW SILL BY OWNER o NEEDED BY JAMB EXTENSION d z LOGS: ADJUST AS v o''� = o oc I I r n 1x6 EXTERIOR TRIM 2x4 SILL BLOCKING '_' CHANGING BUCK PROVIDED w UNITS o NEEDED BY OTHERS UNLESS SPECIFIED I N =o �, c y - (2) UP TO 3 -6 WIDE (BY OWNER) o THICKNESS OR BY DOOR SILL SUPPLIED BY SLH o CHANGING BUCK a a c C o m FLOOR SYSTEM OR LOG (3) UP TO 6'-6" WIDE 2 8 BOTTOM BUCK NOTCHING INTO LOG S THICKNESS OR BY CONTRACT. Z 0 w=5 = _� TOP VIEW LOG FASTENERS @ COURSE BELOW OPENING (1) SPH4/6 (SLAB) OR (1) CS20 (WOOD FLOOR) EACH SIDE OF OPENING -- ---- (4) UP TO 12'-6" WIDE FLASH UNDER SILL & NOTCHING INTO LOG c 5 3 _� EACH SIDE OF OPENING. UP TO 1030 LB UPLIFT 2 ° o D o 2 3 0 (2) SPH4/6 OR (2) TNG. UP TO 2060 LB UPLIFT (2) UP TO 3'-6" WIDE BEHIND TRIM w/ 4 MIL ��1 8m o y N 2x w/ (2) LOG FASTENERS POLY VISQUEEN OR %INTERIOR TRIM � 8 - o o L J:p N Nco N (0 •- C SILL PLATES SPANS FOR 10'-0•WALL HOGIiT 3 UP TO 6'-6" WIDE r n 30 Ib BUILDING FELT (BY OWNER) U•- a)t w olslcN MAX SPANS FOR SPF 2 ( ) @ 3 -0 o.c. WINDOW SIDE VIEW (BY OWNER) WIND SPEED (1) 2x4 (2) 2x4 (1 2x6 (2 2x6 TABLE A-3.238 (4) UP TO 12'-6" WIDE BOTTOM BUCK �ati �= c8 90-100 MPH 5'-3" 7'-9' 7'-8• 11'- OR OTHIER WALL o(D a 2 c N HEIGHTS (H) SILL c m rn o c 10-120 MPH 4'-4" 6'-6" 6'-5" 9'-6" SPAN SHALL BE m c y c TYP. WINDOW TYP. DOOR Ln Fn 130 MPH 4'-0• 6'-0• 5'-11" 1 8'-9• DIVIDED UY " '° LOG WALL OPENING BUCK DETAIL OPENING OPENING FRAME OPENING DETAIL NTS 1/2" = 1'-0" NTS NTS ROOF FRAMING: ROOF FRAMING: ROOF FRAMING: MANUFACTURED TRUSSES (SEE ROOF NOTE: _ ROOFING (BY OWNER) ROOFING (BY OWNER) ROOFING (BY OWNER) ROOF SHEATHING w 8d RS NAILS V 30 Ib ROOFING FELT. 30 Ib ROOFING FELT. 30 Ib ROOFING FELT. / FRAMING PLAN FOR SIZE & SPACING) TRIM LOGS ALONG TOP OF ROOF SHEATHING TO RAFTERS w/ 8d NAILS (BY OWNER) 0 ROOF SHEATHING TO RAFTERS w/ 8d NAILS (BY OWNER) 0 ROOF SHEATHING TO RAFTERS w/ 8d NAILS (BY OWNER) O 6" O.C. EDGE & FIELD -1 O FASTENED TO 2x6 RAFTER PLATE w/ ROOF/FLOOR SYSTEM RAFTER (SHADED) LENGTH VARIES wv/ PITCH n REFER TO LOG OVERLAY SHEET 0 ^ Q s• O.C. 0 EDGES & INTERMEDIATE SUPPORT. USE PANEL CEPS O 6• o.c. O EDGES & INTERMEDIATE SUPPORT. USE PANEL CEPS 0 6• o.c. O EDGES & INTERMEDIATE SUPPORT. USE PANEL CUPS O 2x RAFTER @ 24 o.c. MAX APPROVED TRUSS CLIPS (SST H3 OR EQ) (SEE FRAMING PLANS) -' O Z LL J UNSUPPORTED EDGES. PLACE O 4• o.c. ALL EDGES OVER GABLE UNSUPPORTED EDGES. PLACE 0 V o.c. ALL EDGES OVER GABLE UNSUPPORTED EDGES. PROVIDE j• SPACING BETWEEN PANELS. 2x CEILING JOIST @ 24" o.c. MAX (BY OWNER) EACH END OF TRUSSa� co LL WALE. PROVIDE j" SPACING BETWEEN PANELS. WALLS. PROVIDE j• SPACING BETWEEN PANELS. 12 SEE IL J RAFTERS (SEE ROOF FRAMING PLAN FOR SIZE AND SPACING) ATTACHED TO RAFTER - (3) 10d u RAFTERS (SEE ROOF FRAMING PLAN FOR SIZE AND SPACING) RAFTERS (SEE ROOF FRAMING PLAN FOR SIZE AND SPACING) FASTENED TO 2x6 RAFTER PLATE w/ (1) H3 (BY OWNER) OR PLAN A W '` D FASTENED TO RAFTER PLATE w/ (1) SIMPSON H3 OR EQUAL O FASTENED TO RAFTER PLATE w/ (1) H3 (BY OWNER) OR EQUAL 0 EQUAL EACH SIDE. IN HIGH WIND OR SEISMIC ZONES, USE // '/// M EACH RAFTER. EACH RAFTER. APPROVED RAFTER CUPS (SIMPSON H3 OR EQ.) EACH RAFTER. BLOCKING BETWEEN RAFTER '/ 1 2ND COURSE } Q W Z OF LOG GABLE Q W MIN. 1• FOR AIR FLOW MIN. 1• FOR AIR FLOW CEILING FINISH (BY OWNER) 12 RAFTER TO TOP PLATE 1ST COURSE Q OVER INSULATION OVER INSULATION 12 APPLIED TO RAFTER PRIOR TO SEE ,,' __ ______________ __ SEE 12 SEE PLAN 4 8d TOTE !AILS ------ 0 U) INSTALLATION OF DECORATIVE RAFTER ( ) OF LOG GABLE SOLID BLOCKING &/OR INSULATION PLAN SOUD BLOCKING &/OR INSULATION PLAN r,"a+n q O 00 BAFFLE (BY OWNER) INSULATION ' RAFFLE (BY OWNER) INSULATION (FOR SHEAR LOADS) "" u, --------------- CUT ON 3 & VAPOR BARRIER (BY OWNER) & VAPOR BARRIER (BY OWNER) MIN. 1• FOR AIR SST H2.5A -�- DROP GABLE x FLOOVER ___ ' SOLDWBLOCKINGS&/OR 2x 10 RAFTER N 00 CEILING ' SIMPSON H3 OR EQUAL FINISH (8Y OWNER) ONE SIN E H EQUAL CEILING FINISH (BY OWNER) INSULATION BAFFLE (BY OWNER) ' ONE SIDE EACH RAFTER ONE SIDE EACH RAPIER TRIM /-TdcG DECKING: TRIM T&G DECKING: SOLID BEAM OR � OF (BY OWNER) /2 KNOTTY SYP FLR DECKING. ' w LOG FASTENERS LOG WALL: RAFTER (BY OWNER) #2 KNOTTY SYP FUR DECKING. �' CENTER 2x RAFTER LOG LINTEL / TREFER TO CONTRACT B RIP 2x6 RAFTER PLATE TO - MIN (2'.) 16d NAILS (BY OWNER) MIN (2) 16d NAILS (BY OWNER) GUTTER (BY OWNER) CEILING FINISH SAME SPACING AS IN WALLS EACH [BOARD TO LOG FLOOR BEAM. RIP 2x6 RAFTER PLATE TO EACH BOARD TO LOG FLOOR BEAM. PLATE OVER LOG FOR SELECTED LOG r 3�". FASTEN TO LOG WALL `� OF A w/ (2) LOG HOG FASTENERS 3�". FASTEN TO LOG WALL VINTMERIOR TRIM (BY OWNER) AS PER OWNER WALL. FASTEN TO SUPPORT POST STYLE & L-SERIES ` 0 16• o.c. STAGGERED. w/ LOG HOG 0 16• o.c. LOG WALL WITH LOG (SEE FRAMING ATTACH POST TO BEAM/LINTEL DETAILS FOR MORE LOG WALL 1 `o_ SIT TO INSIDE EDGE STAGGERED. SIT TO INSIDE �; c o is m .) RAFTERS 0 48• o.�. LOG FASTENERS STAGGERED _ .. d „ OF FOAM GROOVE. 8x8 FLOOR BEAMS: EDGE OF FOAM GROOVE. 8x8 FLOOR BEAMS: NOTCHED INTO LOG WALL ON HOG SCREW PLAN FOR SIZE) w/ LOG FASTENER TOE-SCREWED INFORMATION a c 3 c ;n (2) 8x8 LOG LINTEL OR KILN DRIED SOUTHERN YELLOW KILN DRIED SOUTHERN YELLOW EACH COURSE IN LOG WALL & PINE BEAMS FASTENED TO GIRDER (2) 8x8 LOG UNTEL OR PINE BEAMS FASTENED TO GIRDER SITE & FASTENED w/ 2X SUB-FASCIA BY @ 16 o.c. STAGGERED (2) PER POST w/ o c Q m SUPPORTING LOG WALL w/ (2) 11" LOG FASTENERS. FASTEN 2x6 SUPPORTING LOG WALL w 2) 11• LOG FASTENERS. FASTEN 2x6 (2) s• Loc HOGS. OTHERS INTO RIM JOIST AND AT EACH / ( 2'-0• LOG WALL SYSTEM FLOOR LOADS ONLY 3 •o �•a`r � w' o•o' T&G DECKING TO FLOOR BEAMS T&G DECKING TO FLOOR BEAMS CENTER 2x6 RAFTER PLATE OVER LOG END, SPLICE, AND LOG CUT d N- w/ (2) 16d NAILS (BY OWNER). w/ (2) 16d NAILS (BY OWNER). EAVE OVERHANG: LOG WALL FASTEN TO LOG WAIL SOFFIT BY OWNERto (4) PER POST w/ >' co "'" m ` ENCLOSE UNDERSIDE w/APPROVED WITH LOG FASTENERS WALL OR BEAM FLOOR & ROOF LOADS ° m d z, SEE DETAIL C2 SEE DETAIL C2 EXT. GRADE SOFFIT (BY OWNER) 0 16• o.c. STAGGERED. (SEE WALL SEC''TIONS) o L - COVER EDGE OR SHEATHING & RAFTER c � a o g '� oc ` a ` a- w/ FASCIA EDGEBOFOROOF)TO GUTTERS Q £ >,4E' £ LL= t RECOMMENDED. PROVIDE MIN. 1" E AV E CONNECTION CONTINUOUS VENTILATION THROUGH TYP. E AV E LOG WALL POST SUPPORTING SECTION A-, J o E _ -0 „Q FLOOR ASSEMBLY N FLOOR ASSEMBLY CONTINUOUS FULL SPAN OF COONTINUOA S”FULL SPAN OF FASCIA OR SOFFIT. C. ` `0 ai A ROOF UP TO 36'-0" MAX. ROOF UP TO 36'-0• MAX. DETAIL C� FRAMED WALL & TRUSS R 0 0 F BEAM LINTEL LOG GABLE END. t � N w z AS RAFTER TIE AS RAFTER TIE OVERHANG CUT ROOF LINE Q / „ - - - t » r n n , n N •00 7 C � C �0 NTS NTS NTS 1/2" = 1 -0 1/2" - 1 -0 1/2" - 1 -0 1/2 = 1 -0 `� d y a �3 _ �. IL 0 2 " OSB OR CDS( ROOF RIDGE TENSION STRAP* LSTA12c y U awA �wa�oiyy SHEATHING w/ 8d RS NOT REQ'D w/ COLLAR TIES o.c. EDGE & FIELD RIDGE BEAM c f/I O d 6 a N c V c Q AND NAILS4'" o.c. GABLE' (SEE ROOF FRAMING PLAN) y `o=" w DROP TO PROVIDE ROOF RIDGE BEAM VENTILATION IF REQUIRED (SEE ROOF FRAMING PLAN) T c c � � c 16jpEwura,0 ~` 12"-24" WHEN WIND SPEEDS ARE LESS THAN 105 - MAX ETERS MAY BE ATTACHED TO ROOF SYSTEM y ` .. c c z y n rr O p 2 y m 2 Z Q�0 U coN av- m �� a MPH RA SEE FRAMING PLANS) OUTLOOK TO WALL w/ RIDGE w/ (4) 16d NAILS (4) 8d TOE-NAIL AND H3 FULL LOG GABLE END WALL OR SST LUS28* 00 J Z00 BALLOON FRAMED GABLE END WALL 2x ROOF RAFTERS Z ti @ 24" o.c. MAX Z LLW. to N OVERHANG wl OUTLOOKERS (UP TO 24* MW CONVENTIONALLY FRAMED 2 > * j" OSB OR j" CDM ROOF 4x SST LUS48*RAFTERS ATT CH POST TO RIDGE BEAM Q � O Z SHEATHING w/ 8d RS TO INSTALL BUCKET: w/ (10) LOG FASTENER TOE-SCREWED 3 @ 48" o.c. MAX 2 C Q w p NAILS @ 6" o.c. EDGE & FIELD CUT SAW BLADE WIDTH UNLESS NOTED OTHERWISE ON PLAN AND 4" o.c. GABLE SLOT THE DEPTH OF HEAVY TIMBER FRAMED m W O THE BUCKET IN RAFTER NOTE: FOR 4x RAFTERS 2ND FLOOR SUPPORT POST 1 w rr Q = n BEFORE INSULATION. SLIDE @ 48" o.c. THE LUS410 (SEE FRAMING PLAN FOR SIZE) m > F' 12 BUCKET IN TO SLOT THEN MAX INSTALL RAFTER. NOTE: DO MAY BE REPLACED BY 206 z IL OUTLOOK BLOCKING @ 24 o.c. (2) LOG FASTENERS = W = IL cul) O NOT NOTCH OVER SCREWED THROUGH THE W o U) o W o FULL LOG GABLE END WALL OR RAFTER THICKNESS. RAFTER INTO THE BALLOON FRAMED GABLE IEND WALL RIDGE BEAM 3" MIN. w 0 W 2 o 0. > > I- a OVERHANG wl LOOKOUT BLOCK (UP TO 12`0 MW w w co I- RIDGE BEAM GABLE CONNECTION 00 OVERHANG DETAIL 1/2" = 1'-0" * REQUIRED WHERE WIND 1/2" = 1'-0" 1/2" = 1'-O" SPEED EXCEEDS 105 MPH 0 0 a N ROOF FRAMING: RAFTER (SEE ROOF ZONES 2 AND 3 ARE 3 FT WIDE rW Z) LL of w 0 ROOFING (BY OWNER) FRAMING PLAN FOR CLO 00 A 0 LO - � O 30 Ib. ROOFING FELT PROVIDED TO COVER SHEATHING. LUSE PANEL SIZE & SPACING) L CUPS 0 UNSUPPORTED EDGES. PROVIDE SPACING IBEIWEEN COLLAR TIE {SEE ROOF OF rr� M >J7 J* � I I FRAMING PLAN FOR �v• t W 6 _. 4 ao00 Q - PANELS• �� � I I � � SIZE & SPACING) � � � � RAFTERS (SEE ROOF FRAMING PLAN FOR SIZE AND SIPACING) \v>�` -- T ���/�� (2)1• DTA. A325 O c) SST MSC SIZED `� THROUGH BOLTS w/ / SECTION A-1 FASTENED TO RIDGE BOARD w/ (3) 8d NAILS (BY O)WNER) `�� II I vi i > NUT & WASHER EACH END FOR DOUBLE COLLAR CO CO TOENAILED. RIDGE BOARD SHALL BE MIN. 1• NOMINAL TTHICKNESS FOR GIRDER ®< y p I i'�� TIES O 48' o.c. m x & NOT LESS IN DEPTH THAN THE CUT END OF THE RAIFTER (SEE FASTENER TYPE ROOF ZONE a o PLAN & MATERIAL LISTS FOR SPECIFIC MATERIAL IN HIIGH WIND OF OR SEISMIC ZONES, USE APPROVED RAFTER CUPS (SIMIPSON H3 GLULAM C0 E 8d COMMON m OR EQ. EACH RAFTER. TIE _ " 1 2 3 ) A - (0.131 x2 � ) a RIDGE VENTr- 1 - INCHES ON CENTER (BY OWNER) HOU) BACK ROOF SHEAITHING TO PROVIDE PROPER AIR FLOW. SECTION A-1 PROVIDE MIIN. 1• FOR AIR O�� L� FOR HEAVY TIMBER SUPPORTED PANEL FLOW OVER INSULATION G\� t� RAFTER (SEE ROOF ROOF SYSTEM END AND EDGES 6 6 6 \ CUSTOM 12 Q W O FRAMING PLAN FOR A SEE -i P SIZE & SPACING) 2 ' Q>- • 'Sj COLLAR TIE (SEE ROOF DESIGNED BY: PANEL FIELD D JMG O SIZE & SPACING) FRAMING PLAN FOR � OF 6 4 3 CHECKED BY: C/.p RAFTER MEL 0 0 (3) 16d NAILS PER CONNECTION PLAN DATE: Of OF 10/2/15 4x8 (DEC.) RAFTERS 0 C TIES �� o.c. OPPOSING RAFTERS ry O F Nj FASTENED TOGETHER ', DELIVERY DATE: 2 o. wy,Jo o 3/15/16 w/ (4) 16d OR EQ.TOENAJLE CEILING FINISH D(BY OWNER) SECTION LED �, � APPLIED TO ROOF RAFTER PRIOR NOTE: USE NAILED CONNECTION WHEN FOR NAILED GLULAM COLLAR TIES ARE ATTACHED TO EACH COLLAR TIE ROOF SHEATHING TO INSTALLATION OF RAFTER PAIR 0 MAX. 24• o.c. CONNECTION n 1504817 DECORATIVE RAFTER. NAILING PATTERN `� 1.�; CONNECTION VALLEY/HIP GIRDER TYP. COLLAR TIE ?, � �' PROJECT NUMBER RIDGE C CONNECTION @ DECORATIVE RAFTER NTS CONNECTIONS O AROFESSIONA NTS NTS 6s2 SHEET NUMBER 10/26/2016 11:46:05 AM NOTE: 2x6 RAFTER LEDGER w/ FOUNDATIONS 0 1. TRIM OUT BOTTOM OF POST WITH 1X SOIL BEARING PRESSURE................. 2,000 psf ASSUMED (n z_ a o 0 0 ROOF SHEATHING w/ 8d RS J , z 20- @ o (2) 8d RS NAILS ROOF SHEATHING w SST H2 5A W W L 0 U o Z o v BASEBOARD TRIM OR DECORATIVE ® 24 o.c. MAX (MAX / „ STRUCTURAL CONNECTORS: -� 2 m= _ RAFTER SPAN 16 FT FLASHING. 8d RS NAILS 2x RAFTER LEDGER w/ NAILS @ 6 o.c. EDGE & FIELD = 3 o u)v y 2. SEE CONSTRUCTION MANUAL FOR ) „ (2) 3�'4' LAGS o 24• o.c. MANUFACTURERS AND PRODUCT NUMBER FOR � � Z = a��� ��a � MAINTENANCE REQUIREMENTS & KNEE WALL/VERT. BRACE @ 6 o.c. EDGE & FIELD ROOF SHEATHING w/ 8d RS NAILS Z LL- s w o a� CONNECTORS, ANCHORS, AND REINFORCEMENT ARE LISTED Q o 8 .- „o �� _ O 6' o.c. EDGE & FIELD " LLI J o 2 2 a E @ 2x RAFTER ® 24 o.c. MAX FOR EXAMPLE NOT ENDORSEMENT. AN EQUIVALENT DEVICE � � � � �� o:� w ADJUSTMENTS REQUIRED FOR RAFTER 2x RAFTER O 24' o.c. MAX Z O- o c, w o a� rn SST H3 OF THE SAME OR OTHER MANUFACTURER CAN BE z SPANS OVER 10'-0" 2x CEILING JOIST @ 24" o.c. MAX SUBSTITUTED FOR ANY DEVICES LISTED IN THE EXAMPLE Q U -J g r o r o y ° DRILL 6" DEEP x OR VERIFY THAT ROOF BLOCKING BETWEEN RAFTER TABLES AS LONG AS IT MEETS THE REQUIRED LOAD Z ?��'ag a o �� SYSTEM IS DESIGNED FOR ' D 11j" DIA. HOLE IN CAPACITIES. MANUFACTURERS INSTALLATION o 8 oto 2 (2) 6x8 LOG GIRDER PORCH ROOF POINT LOAD RAFTER TO TOP PLATE INSTRUCTIONS MUST BE FOLLOWED TO ACHIEVE RATED Q LL .. ° N CENTER OR POST 0- W °' o " FILLER STRIP 2x RAFTER LEDGER w/ w/ (4) 8d TOE NAILS LOADS. ALL CONNECTIONS EXPOSED TO THE WEATHER N O1 o 0 0 FI TRIM FASTENER (2) 3}'4• LAGS (PER TABLE) 2x CEILING JOIST o 24' o.c. MAX (FOR SHEAR LOAD) SHALL HAVE THE MINIMUM FINISH RECOMMENDED O w/ LUS26 TO LEDGER BY MANUFACTURE. CV Z W ® NAILER ONLY 2x RAFTER O 24' o.c. MAX CEILING FINISH AS PER OWNER CEILING INISH U w/ LUS26 TO LEDGER 2x SUB-FASCIA Z SETTLING JACK 2x6 CEILING LEDGER w/ AS PER OWNER TOP PLATE (2) 3)• • LAGS o 24• o.c. BY OTHERS OPTIONAL 2x RAFTER ALL ARE COMMON NAILS UNLESS OTHERWISE POST � N cn A � � � .__ WALL COVERING LOG OR FRAME WALL SYSTEM y m „ m o PLATE w/ (2) Jx34SPECIFIED OR ACCEPTED BY CODE APPROVED TEST a ... � aL�,—o �, MULTIPLE STUD CEILING FINISH SOFFIT BY OTHERS LAGS ® 24" o.c. REPORTS AS HAVING EQUAL STRUCTURAL VALUES. 2 g E �;Z 2 y SST SSP BOTTOM PLATE CONVENTIONALLY AS PER OWNER , - -o t E T E ca THREADE FRAMED ROOF SYSTEM MAX RAFTER SPAN 16 L 8 °3 3 JACK SCREW o " - ALTERNATE SINGLE ASSEMBLE CEILING SST H2.5A LOG WALLS: PLATE �; PORCH BEAM ALL LOG WALLS ARE MILLED LOGS WITH FLAT STACKING 0 ca :3Y ° °' - ADJUSTMENT SUBFLOOR MINIMUM LEDGER ATTACHMENT ° 8 c m Ti TO INSTALL BUCKET: SURFACES. EACH COURSE IS ATTACHED TO THE COURSE Z NUT o ROOF SPAN FASTENER SPACING CUT SAW BLADE WIDTH SLOT PORCH POST w/ (4) LOG BELOW WITH LOG FASTENERS. LOG FASTENERS SHALL BE o�` s o SCREW JACK o INSTALL FASTENERS INTO 2x CEILING THE DEPTH OF THE BUCKET IN Z o 1 3 0-8' (2) . LAGS O 24• o.c. FASTENERS TOE-SCREWED " " _ - = v ° 2 3 a BASE SLOTTED STUD. DO NOT JOIST ® LOG FASTENERS RAFTER BEFORE INSULATION. SPACED AT 36 o.c. (12 o.c. WIND SPEED > 110 mph) m�,� , c, �, y TOP PLATE 8'-12' 2) ' LAGS O 16 o.c. SLIDE BUCKET IN TO SLOT UP INTO BEAM °c @ vi COUNTERSINK HEADS „ LAGS 0 AND SHALL PENETRATE 3 MINIMUM Q �' 24 o.c. MAX 16 o.c. 1 BASED ON(2) J* PSFF DEAD LOAD c THAN INSTALL RAFTER. INTO SUPPORTING LOG. r BOTTOM PLATE SEE EAVE NOTE: DO NOT NOTCH OVER} SIDE VIEW ISOMETRIC VIEWI CONNECTION WALL OR BEAM a - ° $ MULTIPLE STUD AND 20 PSF LIVE LOAD RAFTER THICKNESS. a c a 2 ?a DETAIL INTERIOR STUD WALL, co °'-OV; = c' °' PORCH °� � PORCH TO ALL INTERIOR STUD WALLS ARE NON-LOAD BEARING; LINO. m 8¢ a N SCREW JACK SETTLING JACK DETAIL PORCH TO ROOF LOADS TO BE CARRIED ON LOG WALLS OR ROOF TO POST FRAME WALL WALL CONNECTION BEAM CONNECTION BEAMS WITH INTERIOR SUPPORT COLUMNS; LINO. BEARING INTERIOR I 0 R ROOF CONNECTION WALL STUDS TO BE SPF #2; UNO. NON-LOAD BEARING WALL MAY BE SPF STUD GRADE. ALL 1/2" = 1'-0" NTS 1/2" = 1'-0" NTS 1/2" = 1'-0" PROTECTEDSFROM MOISTURE TO BE SYP #2 PTLATES NOTE EXTERIOR STUD WALLS: _ 6x6 PT POST ALL EXTERIOR STUD WALLS ARE LOAD BEARING SHEAR C) PORCH11DECK ASSEMBLY- Z','_ 3x4 RAIL WALLS WITH SPF #2 STUDS, SYP #2 PT BOTTOM PLATE, w �r SPF #2 DOUBLE TOP PLATE WITH 10-16d NAILS PER LAP L� O 1. 2x6 PT SYP #2 DECKING FASTENED w/ (2) 16dSPLICE; SP4, 6-10d "U" STRAP TOP AND BOTTOM AT o Z J GALV. DECK NAILS (OR SCREWS) @EACH SUPPORT i 48" o.c. LINO; J" OSB OR R" COX SHEATHING, WITH n- W LL PANEL EDGES FULLY BLOCKED, FASTENED WITH 06 J 2. TOENAIL 2x6 PT JOIST © 16" o.c. w/ (3) Z i 2x2 PICKETS ® 8d COMMON NAILS, SPACING 6" o.c. PANEL EDGES, w 0 8d GALV. NAILS TO 2x8 PT GIRDER; Ico1 i Z JOIST BEAR ON 2x2 PT LEDGER I 43x4CRAIL 12" o.c. INTERMEDIATE FRAMING MEMBERS; UNO. Q L.LJ D 2" GRADE & SPECIES: 2x6 PT PORCH DECKING O (/� 3. FASTEN 2x2 PT LEDGER w/ MIN. (3) 16d 2x6 PT PORCH O co GALV. NAIL UNDER EACH JOIST & x RIM JOIST USE PRESSURE TREATED LUMBER WHEN IN CONTACT J BETWEEN JOISTS. N V2x8 PT PORCH WITH CONCRETE OR MASONRY. x 00 RIM JOIST NOTE: ALL CONNECTIONS PER IRC TABLE GLULAM BEAM: 24F-V3 SP, Fb=2400 (psi), R602.3. IN HIGH WIND OR SEISMIC ZONES, E=1.8(10"6 psi); UNO. USE APPROVED FRAMING ANCHORS. ALL 2x6 PT JOIST @ 16" ox i i LVL BEAM: MICROLAM, Fb=2900 (psi), B FASTENERS & HARDWARE BY OWNER. i E=2.0 (10-6 psi); LINO. (3) 2x8 PT GIRDER BEYOND I LSL BEAM: TIMBERSTRAND, Fb=1700 (psi), o rn d F v REQUIRED GUARDS ON OPEN SIDES OF DIA. ANCHOR BOLT E=1.7 (106 psi); LINO. y w `a w y o w A w STAIRWAYS RAISED FLOOR AREAS i PSL BEAM: PARALAM, Fb=2900 (psi), c c �, a ;m BALCONIES AND PORCHES SHALL HAVE II i GRADE E=2.0 (10"6 psi); LINO. o o N o INTERMEDIATE RAILS OR ORNAMENTAL SOUTHERN YELLOW PINE (SYP) #2: ,, d = 2 y ` 2 1 CLOSURES WHICH DO NOT ALLOW PASSAGE OF f 2x8, Fb=1200 (psi), E=1.6 (10"6 psi)(TYPICAL); 2x10, `o y H�N c r A SPHERE 4 INCHES OR MORE IN DIAMETER. Fb=1050 (psi); 2x12, Fb=975 (psi) (n o 9 o M a a d SPRUCE PINE FIR (SPF) #2: Z at ° LL - 20 w2x8, Fb=875 (psi), E=1.4 (10-6 psi)(TPICAL ; 2x1O, 02x2 PICKET PORCH/DECK OE E' " o.c. Fb=875 sx , o o ` a 'o 4 SPHERE " GUARDRAILING -- LOG GRADE IS PER ICC400-2007 BASED ON SPECIES SHOW IN LOG PROFILE DETAIL. WALL LOGS ARE A MINIMUM J d r A �w z 6x6x6'-O" PT POST ' 10 L d w ; 5) GRADE OF: WALL (LHC) OR WALL 30 (TP); HEADER LOGS Q v a 2 m o o R z CUT ON SITE TO FIT Z d _ _ = d o „ NTS ARE A MINIMUM GRADE OF: HEADER (LHC) OR SELECT (TP); w c y ` o d c v 8'-0" MAX. o.c. LOG BEAMS ARE A MINIMUM GRADE OF: BEAM (LHC) OR LL a � � � 3x4 PT GROOVED TOP RAIL PREMIUM (TP). (LHC=LOG HOME COUNCIL, NAHB; r d d TP=TIMBER PRODUCTS INSPECTION, INC.) SUPPLIER MAY o` r°a o o� SUPPLY AN ALTERNATE BEAM WITH EQUAL PROPERTIES 'n o0dvv =Uc PT PIPE RAIL BY OTHERS d z OR MAY SUBMIT THEIR OWN SIZING LOGS ARE KILN DRIED TO AN AVERAGE MOISTURE CONTENT o ;° �, ;,N E z PER ICC-400 STRUCTURES ARE CLASSIFIED AS SETTLING. E 0 € N 0 a zz c SETTLING JACKS ARE TO BE PROVIDED AT POST AND o o J2 -r o= dTa t INTERIOR FRAME WALLS. V U) av 00 a C-4 11-1 1 CONCRETE: Y �,,, r MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28CD3x4 PT BOTTOM RAIL x ' Z co o DAYS, F c=3000 PSI. WHERE EXCESS WATER IS ADDED 10 2x6 PT PORCH DECKING ' i. ® TO THE CONCRETE SO THAT ITS SERVICEABILITY IS Z LL 3" STD PIPE (3) 2x8 PT GIRDER (BEYOND) DEGRADED, THE ATTAINMENT OF REQUIRED STRENGTH Z IL N Q ® SHALL NOT RELEASE THE CONTRACTOR FROM PROVIDING p �, LCC 3.5-3.5 2x6 PT PORCH JOIST ® 16" o.c. SUCH MODIFICATIONS AS MAY BE REQUIRED BY THE Q LCC 5.25-3.5 GRADE ENGINEER TO PROVIDE A SERVICEABLE MEMBER OR Q 0 Z LCC 7-3.5 2x2 PT LEDGER (� STEEL POST ® SURFACE. ALL CONCRETE SHALL BE VIBRATOR. NO REPAIR p SEE PLAN PROVIDE HARDWOOD SHIMS 1 OR RUBBING OF CONCRETE SURFACES SHALL BE MADE Q LTJ J AS REQUIRED 7 SST HGLT 2x10 PT SKIRT BOARD PRIOR TO INSPECTION BY AND APPROVAL OF ENGINEER, m SIZED FOR GLULAMS OWNER OR HIS REPRESENTATIVE. Q = w/ (2) 2x6 PT TREADS Q m > H- 2x8 PT RIM JOIST WELDED WIRE REINFORCED SLAB: m Z) M 0 l'-O" SQ PIER w/ 2x8 6"x6" W1.4xW1.4, FB=85 KSI, WELDED WIRE od z Z IL PT PIER BLOCKING REINFORCEMENT FABRIC (W.W.M.) WO o U) p CONFORMING TO ASTM A185; LOCATED IN MIDDLE OF THE UJ } w o LIJ Ln SLAB; SUPPORTED WITH D. w 2 o APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO j Ill < EXCEED 3'. Zi w U) W STEEL POST GLULAM TO GLULAM PORCH/DECK FIBER CONCRETE SLABo 0 ol ol U) SUPPORT BEAM CONNECTION GUARDRAIL & STAIR IF ALLOWED BY LOCAL CODE FIBER MAY BE SUBSTITUTED FOR WELDED WIRE FABRIC IN SLABS ON GRADE. co NTS NTS NTS CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC CD FIBER REINFORCEMENT. FIBER LENGTH A INCH TO C) 2 INCHES. DOSAGE 1.5 POUNDS PER CUBIC YARD PER Q o EXTERIOR TRIM 6• FLAT CASING PROVIDED ON STANDARD THE MANUFACTURER'S RECOMMENDATIONS. FIBERS TO W U w N WOOD WINDOWS ONLY. FOR CLAD WINDOWS, JAMB EXTENSION PROVIDED w/ UNITS COMPLY WITH ASTM C 1116. SUPPLIER TO PROVIDE Z) u- Of V APPLY CAULK 04 NOTE: TABLE 1609.1.2 TYp. STUp WALL WI>� LOG SIDING AGAINST n o PRIOR TRIM IS BY OWNER. SUPPLIED BY SLH ASTM C 1116 CERTIFICATION OF COMPLIANCE WHEN 4P. - MWIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE LOS�(ALI. LWOOD HURRICANE SHUTTER DESIGNED & WOOD HURRICANE SHUTTER DESIGNED &INSTALLED ACCORDING TO IRC SECTION R612.6 3' INSTALLED ACCORDING TO IRC SECTION R612.6 REQUESTED BY BUILDING OFFICIAL.ALL HARDWARE AND FASTENERS BY FOR WOOD STRUCTURAL PANELS 8x8 KILN DRIED SOUTHERN YELLOW KERF (CUT ►u�x 12d DBL HEADED O o.c. MAX 12d L HEADED O 6• o.c. PINE WITH 11. OLYLOG FASTENERS ON SITE) 4f x W � Q OTHERS UNLESS SPECIFIED INI FASTENER SPACING (INCHES) ~I (4• .c. FOR SHUTTERS OVER 5') (4• o . FOR SHUTTERS OVER 5') BETA@; COUNTERSUNK}' oM 0 to CONTRACT. FASTENER TYPE PANEL SPAN M. LOG WALL SHEATHING ASTM A 615, GRADE 60, DEFORMED BARS, FY=60 KSI, ° o m X FOAM GASKET ALL LAP SPLICES 40 DB (25 FOR #5 BARS); LINO. <= 4 FT > 4 FT > 6 FT IN GROOVE LOG SIDING ALL REINFORCEMENT SHALL BE DETAILED AND PLACED ti m �— 6 >— $ FT 1x2 DADO KERF ROUGH OPENING LOG HOG FLASH AROUND SIDE ROUGH OPENING OLYLOG IN ACCORDANCE WITH ACI 315, U.N.O ALL TENSION PLYWOOD �' PLYWOOD FLASH(CUT OUND SIDSITE) E FASTENERS BUCKS & UNDER TRIM FASTENERS DEVELOPMENT LENGTHS SHALL BE 23". O STRUCTURAL PANEL STRUCTURAL PANEL LOG OPENING WIDTH 1x2 DADO KERF w/ 4 MIL POLY VISQUEEN LOG OPENING WIDTH 1x6 INTERIOR & EXTERIOR a BUCKS & UNDER TRIM CUT ON SITE) OR 15 Ib BUILDING FELT TRIM (BY OWNER) N0. 8 WOOD-SCREW w/4 MIL POLY VISQUEEN ( BASED ANCHOR WITH 16 10 8 1xs INTERIOR (BY owNTJ2) CONCRETE BLOCK: }' ANCHOR }•ANCHOR OR 30 Ib B(BY OWNER) TRIM (BY OWNER) ' 2 INCH EMBED LENGTH w/ WING NUT MIN. w/ WING NUT MIN. APPLY CAULK AGAINST ASTM C-90 WITH MEDIUM SURFACE FINISH, F m=1500 PSI. MODEL: 2' EMBED 0 iO 2• EMBED CUT 45', 1' DEEP KERF, APPLY 1x2 INTO DADO KERF (CUT ON SITE) NO. 10 WOOD-SCREW �� SOUTHLAND TAN CAULK, �1QBIAH. BASED ANCHOR WITH 16 12 9 INSERT ALUMINUM DRIP CAP GAP WILL VARY BASED ON LOG CUT 45, 1' DEEP KERF, APPLY CUSTOM 2 INCH EMBED LENGTH PROFILE & WINDOW/DOOR TYPE. SOUTHLAND TAN CAULK, GAP WILL VARY BASED ON LOG TYPE M OR N FOR ALL MASONRY UNITS. a (BY OWNER) INTO KERF & INSERT ALUMINUM DRIP CAP PROFILE & WINDOW/DOOR TYPE. {�' HEX a CAULK TOP OF DRIP CAP FILL w/ LOOSE INSULATION • HEX INTERIOR TRIM BY OWNER (BY OWNER) INTO KERF & rnLL w/ LOOSE INSULATION DESIGNED BY: DRIVE , J' 21, DRIVE AGAINST LOG FACE ( ) ANCHOR BOLTS: • 21• CAULK TOP OF DRIP CAP INTERIOR & EXTERIOR TRIM (BY OWNER) JMG INCH DIAMETER SHIM SPACE---' 2x BUCKS PROVIDED o HEIGHT: AGAINST LOG FACE — A-307 ANCHOR BOLTS WITH MINIMUM EMBEDMENT AS BY OTHERS (TYP) z c� FIELD VERIFY �, HEIGHT: SPECIFIED IN DRAWING BUT NO LESS THAN 7% CHECKED BY: LAG-SCREW WINDOW JAMB o HEAD z SHIM SPACE 2x BUCKS PROVIDEDo c, FIELD VERIFY MEL 16 16 16 MIN. 3�' MIN. WOOD HURRICANE SHUTTER b WHEN STACKING DOOR JAMB O HEAD BY OTHERS z = BASED ANCHOR WITH 1x6 WINDOW STOOL o a LOGS: ADJUST AS WOOD HURRICANE SHUTTER ) b o WHEN STACKING 2 INCH EMBED LENGTH (BY OWNER) x NEEDED BY (IF REQUIRED o JAMB EXTENSION a z LOGS: ADJUST AS WINDOW SILL c� c� (IF REQUIRED) PROVIDED w UNITS o ry NEEDED BY PLAN DATE: 12d DBL HEADED O 6" O.C. 2x4 SILL BLOCKING o o CHANGING BUCK DOOR SILL / = a (4' o.c. FOR SHUTTERS OVER 5') (BY OWNER) THICKNESS OR BY SUPPLIED BY SLH o CHANGING BUCK OF 10/2/15 FULL LENGTH STUD x8 BOTTOM BUCK NOTCHING INTO LOG 4' o c2dFORLSHUTTERS OVER 5) THICKNESS OR BY 1x6 EXTERIOR TRIM ( NOTCHING INTO LOG '�� 0. Vy/�� I-O DELIVERY DATE: ANCHORS TO BE 12' o.c. ANCHORS TO BE 12' o.c. ADJusTED TO(OPENING f.P�Q'�,�,, `SO 'o 3/15/16 O OPPOSING ENDS OF O OPPOSING ENDS OF SAME (� OIX) STRUCTURAL PANEL STRUCTURAL PANEL FLASH UNDER SILL & i , 7 INTERIOR TRIM 10 � � �� BEHIND TRIM w/ 4 MIL (BY OWNER) �_• 5 •'' 2 POLY BUILDIVISQUNG EN LT 1� b Z 1504817 W 30 Ib BUILDING FELT �(7 1;t;`� W (BY OWNER) TYP WINDBORNE TYP WINDBORNE TYP. WINDOW OPENING TYP. DOOR OPENING PROJECT NUMBER DEBRIS PROTECTION DEBRIS PROTECTION w/ IMPACT RESISTANT w/ IMPACT RESISTANT it °Es,oNP`'� NTS WHERE REQUIRED BY LOCAL CODE NTS WHERE REQUIRED BY LOCAL CODE SHUTTERS SHUTTERS _ _ 6 .3 NTS WHERE REQUIRED BY LOCAL CODE NTS WHERE REQUIRED BY LOCAL CODE SHEET NUMBER 10/26/2016 11:46:05 AM 19 CIO W Z�L U yZ 4)-0 Q N V '~' WJ WLC.oZOJpZ J g .o = 0 m _.... . QJ Q O � O � OcW ��� � RS � -C to Z 0 0-C (Z� =0 -6 � 1� Z LL Q C7 ()i� 0 0 U) Ei CL Entry Systems Castmate . . . 1 1 1 . / #� � ' 1 1 1 . / . 4 N I¢ V Q Q a- 0 Co o c rn . Cast ate L_ - J ` ZCo�Q Entry Systems I e .. N .,_, = a�_ c W Entry Systems ' I a i l l Q U V N m _ a C) Z O a = = a O IntertekTesting Services FLUSH GLAZED DOORS Q) fo X win -FIBERGLASS DOORS FIBERGLASS DOORS � o .� o o cm Za ;?S- N N N N N N N N N N N N N N N N N iew . 4 4 4 yyy� 4 R9 " 4 _� R 4 49 4 qa Qp N 9 O O O O $ S $ $ O O O O O p O N N -+ N N N N N m N N ll V 10 N N In O rA �- N N N N N N N N N N N N NO N N N N i r_^ Wo Go o ` 0 � Y Y .•ffYff 4_ 4 4 4$ 4 4 4 4 `7 0 4 � 4a � � `�J ae� Cerlificate Q E S g4 4 Y44 44 4 4 4 4 4 4_ s$ ^` N N N N �Q1 N N N �Yy N N N N N N N fy N N N N N s (((QVVV q N N '� '` /�� L�•� � � � N N g $ Q Q S N N O N N N N N N O O O V W •V O C N C C Certificate #3026447B o $ $ o g g o m $ gam .y 4 R 4 C_ N 4 _ _ ��� v,�l � -0 E_ ` � � Cert pp O 8 p O 0 0 0 O O w i T V O G N N G O N r Q _ T T O N <T 4 ly N T W C' ~ N > C }.3. N tV O S N O O O N p O O N O O O •Q�'• p p Q �' " _ G 4 Q Q R R N N r N N O N A N " O r N " S 4 N a a�D `0� _ C 0 $ Q O O O Y W IV L N RS o $ E. o o v S o o m f o o M o 0 0 000 o0 0 0 o o b o >? v < i O v c Q v o ? ~ � (O„) 'a) 7roL'. U 3 This certifies that Intertek Testing Services/ETL Semko has reviewed structural load test — S o s o o p S S s S g s" _ _ _ _ " p _ 0 o g S So o $ o 0 0 $ C f • $ pp p o e o ` S o Q a o o g Q o O ! 6 N S S o 0 0 0 .3 d •R a�+.. gg pp C. pp 2 p9 — 0 `/• L M= C N 3330 o S g $ S o S o d f g o d u3 Q v r� c c c�• .r3 b data and documentation supplied by Masonite/Premdor Exterior Door Products on the S2 eT 1 LMys Y � S $ S S O o o g s 0 0 0 0 0 �, ` ^ W O N Ca ng t�C (.t product lines indicated below to determine the appropriate design load and impact ratings " nd specified b Miami-Dade County, Florida Protocol PA201, PA202 and PA203. o and s o 0 0 0 � �' Cr. = o v p N 0 � 3 Q E n > 3 " o P Y mmm � � � „ � �,' _ for applicability in support of the data contained in the Y m m m 5 m m m °� a N N n.l N N N N NLa y The data supplied was reviewed pp ty pp QJ u s s g s s rn1 3 3 -0i p N N NI N N N N N �3v N d N N N N N N N N N N Y r PZ r^T {� 1; {� {� r^.. n 1; {� �; {� n n ¢ 3• 3 3 3 3 3 3 3 3 3 3 3 3 3 I � 0 O O Masonite/Premdor Product Perfiormance Data Manual for the product line and product _ s s s s s s s s n 2 ig tg m o W p Y Y mmm p m f o W La o d, v indicated below. ITS/ETL Semko certifies that the test reports provided are consis- E _ _ _ _ _ _ _ _ = z = _ _ _ _ _ _ = z = _ _ _ _ _ _ _ _ _ _ = models in t �r- =3 0 s � � � � � � � � � � � � o� � � = meg' C tent with the Masonite Certificate of Performance sheets (COP's)contained in the product =: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A� `� �'� 3 1 o e ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ 0 0 0 0 0 0 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ z Z Z Z Z Z z 2 2 z 2 z z Z z 2 z z z z z 3m � � $ � � � � zzzzzzzz c Q .411a1Qfn gzzzzzzzz E �� performance data manual specified herein. The attached Masonite/Premdor COP/Test l y U a a E a z z z Z 2 z z z z 2 z 2 2 Z z z Z z z z z z z z Z z 2 2 z z z ii L N C Report Validation Matrices (unicquelynumbered byproduct model) provides correlation g $ Y $ Y � $ g � � n .mn .omny> .mnQYYYYvyOn nuoan .rOi .. g�i . d� oo ° 00000000000000000000000000000 r • • • • • • • O o m N .O .n IOi .fi .A h O .A 10 N .ti h Y9 m N •A +� O N •O m m .n vmi h information for each product model reviewed indicating the test lab, report number(s), _ " m m N " m �, " �, �, �, ^ �, �, �, �, �, �, M: O O O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 o e -=:e 0 0 0 0 0 OR 0 pOp O O O O O Opp QQ O d N - - N LV CV YN,a C� Q Q v0 0 Ci Q •� 10 rr) Vf F� �- z Z z Z = Z a= = 1p 100 b 100 b � 100 t0 � � Z = � Z Z = r•... h O h h Il+ h +D 4 Q h •n N m I[L m •O 1n O product size and installation information and ratings for design load and applicability of rem e`er 0 0 0 0 0 " 0 0 0 0 o O o o o o o o O c m m .n m mi m .ri N o n r� n n N ' m - vi - - - - - - o - u� � � m h � the large missile impact test. All applicable COP's and Matrices must bear the Warnock +— " '� '� m " '� " m �, h " .� •.0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m dtC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O p O O O O O O O O l7 � G O tJ 0 0 0 tp 1G .G .O .D IO ID m O O O Ci C O 0 0 O- 0V � N N LV tV tV N O O O O O O O O •n •A h vI •A h 1A •n i� f� I� I� r� 1� `_/ ♦...� < < Q - - - - - - •[i m m m n .n s +v h m h h m h .10 Q Q Y Q < Y O < •0 r0 r0 N va of 10 m O O 0 � Y < V Hersey verification stamp . �a � o � o � ado � o � o � 000 � o � o � �_ oaoaDo, aD00000 _ _ _ _ _ _ S2 52 ca c� cD a� 52 cD av cD cm g S22 52 9 v c3 aD co aD S? S2 !2 CD co ca La ra c� a� CD ^D o - - - — cD 0 �a cD 0 0 aD cD c� c? 0 0 cD aD cD 0 m cD cys c3 S2 52 iD c� cD cD cD aD c- cD a� tD wJ Product Line: Castlegate Entry Doors "r 1 _ _ �I u.W W om o 0 o m m m m m o a ij O nasal -00 m m m m m m rn rn rn rn rn a m m m m m rn rn o> rn rn `�. o 0 om o o o 0 o .p 1p (p m m o 0 0 0 om o 0 o m m m m m m ao eSteelDoorUnits Matrix #3026447B ) Ar xXKxxXxxxX ,� >cxacXXXX = ZXXXXXXXXXXX mm mm •DmmO � � O O O O mmmm •� mmm `Smrnwrn �iwrn o � CL �- ProductModels:Wood-Edg ( cymXX >< XX >CXX >< XXXXl� m . mmm � � m � � m .� mm .� � m a XxxKxxKXx % KxXKKKxx % KxxKKKKKKKKKx � $ $ $ 0000m m .� mmmmoe0000m � � m E q N m N t7 N N L•') tq t0 M N N Na N O t9 O> N C ,y m f0 m •O m < m V m m m v ^ m ' m 10 m v m ^ m T m m ^ m v m ^ 0+ rn rn rn rn m m m m W m rn rn rn rn rn o O Metal-Edge Steel Door Units (Matrix #3026447B-002) _ s E W " .� ^ m M ^ m m m a, m A N K x X K .p X x X K K x X K X K X X K K X X X K K X X x X X X K K -Y J a. =u .�(N'�I e N oma m m ami wmi ami a'oi ams em+l am+a ami eml .m.� lma lm', M amz M m 1m+i am+. emn ami .mn e m m m M m �CC- W�/w, V J G O =r N I — ^ Fiberglass Door Units (Matrix #3026447B-003) w N J J N J N J J N J = J J N J N J J N J N r• h r N " N N h a- h N N r' N N VJ E D >s N N N N N 0. al.f• N J J c• J ,r N � J J J n^ J � J •• Flush Glazed Door Units (Matrix #3026447B-004) -1-1- �) Cn J N U J J N J � N ��/�O N '- N G V �•~ Gp W m m m 0 0 0 0 O m Qr D. m m E 6 - J m C COD CD 0 Or [h 01 rn rn m m m m m rn rn rn a O m E V - �0. direct knowledge o the tests conducted and has made no attempt to verfy the g_- X X x X X X X X X X X X X X X X X X x x E 0 0 0 0 m m o e e $ m m = 0 ITS/ETL-Semko has no S f m m m m I rn rn mmm rn _ •w m N N p V m N N p Q m N N p %p m N h O O E w i_ K K X K E o accuracy or correctness of the data .submitted. The review conducted was only to determine that the �y r' " " � ^ ^ " " " � " b o- x x X x x x K x K x % x K X X X% p e- o o m m a m m m E� O fib m tv N S n •00 .� S M n .roa C�0 O m F ton 1G S c .•N a O o m m X to m O, Of o 0 o m to m m rn m o manufacturer's claims as represented in the COP's are correct representations of the data supplied from 3 E >G mmm m o rn mmm m rn rn J T � � � O` x x x K x K x x K X K X x at at X x X K x E o O fi w m ti n O at tm+> n O [•a n r� O S r ti o < E w the laboratories.ITS/ETL Semko's review was for structural performance results only and did not include O o 0 0 0 0 0 0 o v a �a v� tRl-r kLWV `� - - - - - - - - - - l review of air infiltration or water penetration test results. �.3 _ H= o 0 0 0 o a o 0 0 o a� xRr.Eaer - - - - - - _ - b YII..Y.Dek o' X Ic" X O m � � - O O O O O O 0 0 0 O O o� VERIFIED aY. ' Revision Date: Jul 31 2002 X X X o o x o o X ;� a o o x o X o o X o o X o o ©�' m - q ®% Q ISSUED: 6-14-02 Y X o o X X X X o o X o o X p o ; X o o M b ...,,. a X o X o X o X o F- Supercedes Certificate #3026447B o N O O o x X C, o x o o x O O X X o „ ��• W ui N N N N N N N N N N N N N N 4i X COPIMAD7MID Si,eets netErenced n X p X X O X 0 OX X p O C !wr r,tom W U 4 4 4 4 4 4 4 4 4 4 4 �? `�' NY m Issued June 14, 2002 •► N N CD " N N N N N N N N N N N N N N N N in this malriX Prov des additional w 1 F- W m m m m m m io m " n•�a •- [O?3 N N N N N N N N N N N N N N N N N N N O N Q N q �� Q Q Q •( P O O O •'(' O C Informal from the COP/MAD/I.110 sheets referenced lQ� .GR [Q'J a¢'r .�} OW '� 0 N N N N N �Ny N N N N N N N N N In this matrix provides additional ° Q W C1' Q Q 4 Q' fL} O_ O O O O O O N N N N N N _N N N f2 n MasonilE webdte Q Q C? Q 4 ' O Q O Q O 0 0 0 4 O Q,E ` ` Q .g3 www.masenite.com a N c v m < rn b +a 11-1 . m n rn d Information-avaXablehOm the _ 3 ¢ ¢ a a = a o ( 1 the d v v v < v v a ua IG10", Il lte websll��. �. MasonlH technical center O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o u�+ WWW,nlaeoni,e.tom Or file® 42 2 o= ( LL MasoNte technical carder. Q F3 a w •' Jim'Turgeson, Project Manager ® `{ � Q � wO � 6 ,aj1L1'-ttt�'tj','ft' LxlValr•IY II.m 1' U W I.- (0 'I Pill • Y.r IntertekTesting Services PRE�rrolae�"� L.CI.+Irar lr.m QQ � � a '. rn.u.m o.mr oren .r IntertekTestin Services ��� E °- `n Zo Z Masonite International Corporation s Masonite International Corporation 'J Intertek Testing Services ° ¢J Z H Q � I- oC ° � Q W W C) = QZ0LL J W Z W H W I ~ F- 2: W (A = W t,, 0 C'� Q Z 7 ri Q J Q i Q Q U W D OZ W U < < >- Ow I— I- v �- W C:astl ate Castl ate ; / Cast ate Castle�ate" °- t Ent Systems I ' I I Ent Systems I t C ! 1 a , 1 Entry Systems 1 t L I 1 i Q W W W Entry y Entry-Y Ent S stems 1 a ~ _ ~ rY Y o0 � � Y lO DOORS .. _ METAL-EDGE STEEL DOORS f� z J n v ]]2N:WOOD EDGE STEEL WOOD EDGE STEEL DOORS METAL EDGE STEEL DOORSm m _ I H� � = ZZ ? W W O 4 F? Z W I.._. N �1 q� N ty Lv N N N N tV Q N iN N, N N N N N N N �' i 4 1� Q Q Y Oi N� Q q Q 0r ', /� O a N 4 1pQh O p O s O -f phi spy QiNja 0 �Q 4 all V Q R O O. 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I• w 0 A ^ d 4 ^ O IT LOG a '19, c'�avaMa? ei ai m m m m rn m _ _ c�.r ^m arno m arno oa L¢L s z ¢ m 'z m _m m aoi as nn rn rn rn W r ~FJ- IA O N m O o O 0 .•• O m O N O O ~tl-1 000 COD 000 O^i O"• O^i O"i O"i m C"D m rn 0"a m O"i 22- t; o 2- _ m j Ln N s_ -I-1- Z Z 2 2 2 1-1 ^ m •- r r .- .- .- r .- I# Ea Ea E a a r r z r z z >- z »>- r z r z >- z r r > z >- z z r z >• r > > z >- z > z z z z 1-1- z z lacHae z z z 1-1- z z z z z SCD dC0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 o h u> .n u-. h m m m _` E Q I �1 o.a co h ^ r` r: vi ui .ri .d " r; .ci ui o o 2 o 0 0 0 0 •-G' .n• K .n v2 h m .n Io N m N " va m m m m ua m h h .e> .n N te m h C` S .00 •n .� O .0n r p.0 0 0 0 0 0 0 0 0 o PP's o) r; o; a? oa Ln .? 0 0 0 0 0 0 0 0 0 01 oa n.^ .c> o> m o> of ,•t h .n h .r'a .r! .� N h o o h H h N N N rn, .n o o - �� of � mD m rG W OV m m aC aD aD m O O rJ o 0 0 0 o N b G 0 0 0 0 O o O ui •n • ;,.5 e v v v h n •Aq •q ua ua m .n v va ua rn va .n 1n .n .n v v f s d C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .n .n .n •n vi �? .rt •.? m o w O•" m h I� .� " r m •n .O h " " 1� " •� h O O o 0 0 0 u'a h m m m m m n u'a m m m m h n .n 0.0 0 0 0 0 0 0 0 0 0 ova n c"t tZ .? of n R o 0 0 0 0 0 0 0 o as .n .? o! of m h •ri "; •rt •n va m o o .n K m h v' n •� 0 1 �..a. j 0 0 tri m co m .o .ri .ri m mom m m m m m o m m tri rai •ri •ri o a m m m m m m o 0 0 0 0 0 0 0 of to S S o •o o S m v n n " h m .n a v +... a e v v a v n h m n m te n n v H w CD O C7 CD O 2 rD S2 CD CD c7 CD O CD c'o c- C w [D O ,.D O C7 O O O CA c7 (D C7 CD C7 CD C7 CD t7 0 r? r.7 c9 O C7 000 co o cf0o c0000 - - - A 7? S2 cDco c� C� cD o. o - - - - - - - - - - _ 52 - - - - - - t III 0 cD v o0 0 00 000 0000 00 000000 0o cDc� o Doo Q ac p _ p tp 000 C0D m COD p Om COD Y00 COO Om OOD O m m m m S m Om COO OD COD c0 C00 m C m K K K K K K K x K X X X K K K X K X X X K K X x % K �'-' •oD eoD C0D S 000 COD m 0m N C t w C S m0 O O O p O O ' � ) it 0 (� m m m v m a m m m m m m m m m m m c., C mow.. K K X K K K K K q 000 m COD m COD m m m OT S Om1 Oml Or Oma m COD OD co Om 0 00 0m Om 000 N S -" Si O, S S m m Oa Oa tl m m ams .e- am' d' W tmn W m oa oa oa oa oa M O c+a m m M r.7 m oa O rn rn m m m m m m m m m S m m I r y� M m N X x K X K X K K K aK K K K K % K K K K K x K K K X X X K w raw• x K x K K K K K K X X K X x x X x X K K K K X X % K V .0 m b .0 m W O 'S m 10 m m m Cm 10 m m .0 1G m O 10 m 10 m m m m 10 1D m m m m m as oa � .•D .- as a+a oa o» oa o> m m va in om'a tea .n oa �- �'a .- en va en oa c+a � E w 1�a m an e�'a ra ao a+a an as oa to ea m cn m va cn is c c oo J oD J w N to fn N N N LV h N H r N N N N h m ~ N N Jn phi .!=c O t� Q U N J J N J N J J J N -' N v0 w ^ ^ h ^ N ^ y ' N N y r N ^ N 9Q ®® OOU N h � in h � N �- fA N D N N N N S N a N J r ^ - t• T .- •" � �0. iv 0 n sEi Cocyy m m S m o 0 10 m o 0 0 o m m °Ea o m m m m m x % % `C m m "¢ 0 0 0 •D m m m "'4 °i 5 X K X K K X x X K K X X K d N 0 0 0 > m O O N N^. O O 1D m0 O Om •0p COD m m m m m O m 0 O O O� x x Y d m m fm 1D m �i �. Om 0 0 m m rn rn rn m m m x +c X x x X K x o >_ % K rL >c m m m On rn a. m m rn a+ G M 1G X m p m N 0 p m N N p Q G O Y K X x m 1'D O X K x X K aro K K m K K K X X K N 0'--• N m V m N N O am7 n M /N�. ^ O M ti O L7 " " m N O Q O 6 m N 0 m < .CO N N m N 0 m N ei_ O < N " " r E ava " " o " pp .E D• c - - - - H-10 E c 0 0 0 o E 0 0 0 0 0 0 0 5$ _a a_ E� j _ xD ;b N.� 3 8 yam, m•" x,C X 3 b fI OX X X X O O p X x X O O O$ Mn..Dd.VERFEDaLM.r'/ `c X , X o Y. VERIFIED e1` o pXp K O O K Ox X Q X O05 X 0� = vEnoteDaY: e X X 0 O , X X X O O XO X X oc iRlww•d.LLnery ,9 0 o x X o '; roa o 0 o rwl.l••r EL...r 'e # ,3 c o o tlM.wd.tr.r..Ir v x o X o o " o o m VERInFO er. j MODEL: a�9to X ; x O O X X O= O O O X O X O 89 � o o =C �• U X o X o X o c} a _" _ E a 0 0 0 0 0 0 0 0 0 0 0 0 0 E v p a o 0 g o g = • . d a a e p n a a a s •� ®=1.. ! ,i CUSTOM OR MODEL �' 3 3 3 i 3 - ww„'toot 1' 3 3 5 3 M E n> v v v v a o v v o a a o o v n u o-� E o 0 0 0 0 0 0 0 0 0 0 0 0 0 N MA ,awr,a teDt 0 0 0 0 0 0 0 0 0 0 0 a o o c • COPM1ADlMID sheets referenced u- 0 0 0 Qp 0 m o o 0 0 g 0 0 0 o c^r L^o t�o A. �I N N N N oN A in this matrix provides addbor,al ._m COP/MAO/MIO Slieele rclerenced .��" ; 3 S 3 3t 3 3 3 3 3 3 # 3 3 3 0 3 3 3 3 3 3 3 >r o N S 4 4 4 4 4 Y 4 N v .h b a Information-available from the §+ �N N 4 �" v c in 1Ns malriz provides additional COPMIAD/MIO sheets referenced -- in mo ion- sheets frororlced ' ,� r..•. Q ' ' O N N O m �.-. O InlormahDrl-avaYable lf0111 the N N N N N LVa N N CH N� N� NQ N� LV 4 �N CV N N N N N N N N N N N N in iMs matnK pmvldes additional l DESIGNED BY: d J O O O O O N N N N N '� c V 'Q R O Masonite website N t,LjS� "' O CE cl q c? 1QM, Q c� Oy `y kkto X d tad tl�I m dy O N m " m _ m " ` p a, < Q Q � o d Maseolk webslk i; DESIGNER io m m o m Masorib website �- n� w iMormrilon-available tram die i o c v v a (www masonite.com)orthe 0 3 - 0 0 0 3 M p d (www.masorite.com)or db �, v v :, v < a www.masanik.com}or d.e o Q d ¢ ¢ a < c¢.t o v v o v v - - Masonite technical center. ¢ ¢ ¢ v $ o o' Y o Y shite website o U U o . o _ Masor,itetecfelidcenter. Ld' `� c ¢ cd3 CHECKED BY: c3 a .: masodte.com or "�d `^d `d "^ `v v r, v c.» v oo � � � � - fElasalik Iecfr,ical anter. � � � � Mylgiy � � � Masante technical center. CHECKER E ® ® ® ® PLAN DATE: _ COMPLETION DATE 4 L,•mrn•I,ne .r .- L... ❑(IYr1Y 1 Iwm PREM�'JR(.:✓/«rY,.,, L..ma..h rr.m 1.1md.«,r,em . m r PREA-0-01.Rr //.r. ( DELIVERY DATE: Intertek Testing Services r,.ml...D..In,D..,• PREM�RG:✓i.,;,„ PREMQf�f,:./I�>,., • 'l Masonite International Corporation r�.mwmo...u.ro...r r,.mwmo.+inr•..1. ' Masonite International Corporation 1 IntertekTesting Services Intertek Testing Services IntertekTesting Services .-•����,.a, o. ►�/y �' �' t Masonite International Corporation Masonite International Corporation /s 0 � /�v O P ROJ ECT# PR E T MBER ,o 089325 6m4 DFESSIDNr�,`l� S SHEET NUMBER Rg +u�v�nsrnc..+•,..me.R!eatmr�..a«.rtma. 10/5/2016 11 :56 AM CITY, STATE ZIP FF1 - .- .. ....'�ayY'yM"^+E^w^ro'^N^M'•eY,Tar'.,6lRw,^:"'••+T^"�,^x�e.n+..mTT-•yr-eft?.; v-:..+a'......-+.�,'r,,,y+xF..,»..,.;mr;:�..T"^^.t3nQ9YSAl.n6lnnl U a o c t❑a m U 4- I 11J ro J UJ_r Z "Q a m J Cn o'°)U)-0 m , CU Z3 Q O W Z 2ot'm2 ,Oom X ( 1 illi /� 1 ( III I -o ~ � caa -, TC,) 0 c�av�mi Unit t �, C Z 0 C cit ;_ Unit � � Qo QQJ ZE-Yy° Za0�m co Q) HU gaOrn0 SINGLE DOOR -0 ° c o llY Q Z L-.2 `a= r-uJa SINGLE DOOR o U U ro m O Q o.0 _ a)�o 2 U °' a E re E a � �, N � 0�- = D_ 2 TMP s' C O O ' ol- �� o0 o N v i W 00�t�o CO rte � � � a Q) 6• m � Cc -0 i i. 1 1_ TYP. 11 11 ! � � aa 6'8"UNIT 8'0"UNIT ~ r- MAX O N ro O N m i� c `' 13-15/16' 17-1/8' • --• •- I J N V in 10 a = o 0 } m ` MAXIMUM O) rn co = al c ON CENTER TYR I C l; r ami m U E: T C i � N rnm c m E 0 3 `\ .. r � rod v °i CIS TYP. Z Q I-Z m Cc ' YcgCo l W L 31" C) Z-_ >, N 3 caLtn ta . ro = 1. Q C � io ap�a� odgcro a _ c mLL m�RQU) g 6 per vertical framing member for 0 a a) N m t... 6 per vertical framing member --' o c Q 0 v L `� t • 2 per horizontal framingmember •- -+ 7'0"height and smaller $ n e o o a v ® =L )y c-cac0i �� t 0 i.L. 8 per vertical framing member for ) a,- t 5- a o • - Hinge and strike plates require two heights greater than 7'0" i v a 2 � o CD " 2-1/2"long screws per location. o c -0 �' = o�' 4 per horizontal framing member j N a) C C¢ CL j C US InN c .0 Hinge and strike plates require two ~ � _ 2.1/2"long screws per location. Width of door unit plus 1/2" I ,! --•--" • Height of door unit plus 1/4" SEE NOTE/1 �- -.-, `- 'r t 1 I• I • 1 `� Width of door unit plus 1/2" Height of door unit plus 1/4" r W J y r O W LLI J J _ cc vv mock lbraay Test Data Review Certificate 13026447A;030264478;03026447C and COP/Test Report Validation Metrix t3026447A-001,002,003,004:13026447B-001,002,003,004;f3026447C-OD1,0p2.003,004 provides additlonal Information•available from the ITSMIH website(www etlsemko.com),the Masonite website p3 O (www.masonite.com)orthe Masonite technical center. I# /�► M YVartaoek tMm•v Test Data Review Certificate 03026447A;$30264478:#3026417C and COP/Test Report Validation Matrix Lu V li ���../ 13026447A-001,D02,003,004;/30264478-001,002,D03,004;13026447C-001,002,003,004 provides �i ,-"I Ii L additional information•ahvailable from the RSAVH website(www.etsemko cam),the MasoNte webslte ® (www.masonite.com)or the Masonim technical center. Latching Hardware: - i N O 0 • Compliance requires that GRADE 3 or better(ANSVBHMA A156.2)cylindrical and deadlock hardware be installed. Latching Hardware: s: • UNITS COVERED BY COP DOCUMENT 0246•,0266•,3241•,3246,3261'or 3266 Compliance requires that GRADE 3 or better(ANSI/BHMA A156.2)cylindrical and deadlock hardware be installed. l< O Compliance requires that 8"GRADE 1(ANSI/BHMA A156.16)surface bolts be Installed on latch side of active door panel-(1)at top UNITS COVERED BY COP DOCUMENT 0246•,0266•,3241•,3246,3261`or 3265 J UTN and(1)at bottom. Compliance requires that 8"GRADE 1(ANSI/BHMA A156.16)surface bolts be Installed on latch side of active door panel-(1)at top € " i "Based on required Design Pressure-see COP sheet for details. and(1)at bottom. c-0 "Based on required Design Pressure-see COP sheet for details. U Notes: J i 1. Anchor calculations have been carried out with the lowest(least)fastener rating from the different fasteners being considered for use.Jam b and Notes: Q head fasteners analyzed for this unit Include 18 and#10 wood screws or 3/16"Tapcons.Threshold fasteners analyzed for this unit include 18 and 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use.Jamb and head fasteners W W U ��; � #10 wood screws,3/16"Tapcons,or Liquid Nails Builders Choice 490(or equal structural adhesive). analyzed for this unit Include 10d common nails.Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490(or equal F- Z W W L-Is® 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF A PA NDS for southern pine lumber with a side member thickness of structural adhesive). Q � 0 M 1.1/4"and achievement of minimum embedment.The 3/16"Tapcon single shear design values come from the ITW and ELCO Dade Country 2. The common nail single shear design values come from ANSIIAF 8 PA NDS for southern ins lumber with a side member thickness of 1 114"and w = FirstSource g g R I approvals respectively,each with minimum 1-1/4"embedment. achievement of minimum embedment of 1.1/4". Cl) (L Z Z = 3. Wood bucks by others,must be anchored properly to transfer loads to the structure. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure. W 0 U co ' v0Qw0 I k _( UWi2U U CL U Z Z^ i our co '"ref;program of product knprowmen metas specxicatiom, March ® j2 Q W O March 10,2°03 ® design and product detail sugea a change without notice. ° M O O < design an01xo0at dews Weigel 10 C11aeQ1 wim0a1 r10hw WWnOWmp program product Nnprawmenl IOm. S L I I( WW } pCU l = QZOL1- H J WWOZW Ij Q (0 E J � � J � � i W � _ M W py3 Q J0 < Z0 i -J J I- Q W --- V. � U � z � FW- Z %I RE) ®� rpm STEP 10. STEP 11. STEP 12. Florida Building Code Approvals °a- = Q 0 0 � C� w J'�Jageseleas Sys TEMPORARILY NAIL LOCK-SIDE OF FRAME TEMPORARILY MAIL REMAINDER OF FRAME CHECK WEATHERSTRIP(SEAL � _ � � W U �- W U w �'aanree.aeeaa - r. flpenl figureb W •• �••ysceFigure Size Type Product Florida Product Product Model Manufacturer Product Desi n U 9 I- OQ � a i Installation Instructions for Pre-hung Units wooden Approval Number Pressure sf ZO w W f uu � W :l `'Premdor Ent O p ELY O Entry are designed for easy installation.Just fv/ter these ste ® 30x68 single Inswing FL8228.1 Fiberglass Door Masonite International +50.0/-50.0 w 0 U Q U 0. IMPORTANT:Read and understand the entire procedure tart an aglem p-by--step instructions. gs / e Z .__I InsertlramesandcanvoidtOORhe INAT Install dark colors andlan•vera�inpstortn doors arenolrecommendedlorPremdordoorsequiDDedwlth � '� � 30x68 single Inswing FL4904.1 Wood-Edge Steel Door Masonite International +50.0/-50.0 m IM � Cn N sdy on the plass insert and doors.Observing sus Precaution will help reduce heat build-up between the door end storm dour. Q C w � M STEP 1.SELECT DOOR AND SIDELITE COMBINATIONS `91�a G 8i •AltdooraptheDun ing.meyouarestandl on the vrooan � � r 60x68 twin Sliding FL4036.5 #415 French Sliding SNE Enterprises (WeatherShield) +40.0/-40.0 1^-- W = Z Q W W W recta 'I O 000r sizes es the used ibis ng •Rough opening width k measured Isom the insure of the stud \ Wood Door 71"x83" SG D-R40 O C/) �- U _J E p frena to the Inside Of the o Rough opening she a(1gW3 1/4"shim space DII said side 'Door sties used fa Ihk form ate:32`x e0"and 36"x SO'. opposite stud.Do not moesura from of mr door. gyproc,mrrtdirq,or casings. 60x68 twin Side-Hinged FL5508.1 & .2 6'-8"Glazed Units Masonite International +60.0/-60,0 U Q O `O 0 •Deduct2"fr from oughoetlugingl4"wldesldelRea. •bottoomoftheheadr(t° oIs f rough opasured from ening)R�ops g •measu urothatavphopeninponadoorihalisbelnp Fiberglass (X,XX,OX,XO,OXO,OXXO) f� J� W r a Deduct 2"hom IN rough opening width for each 12'eIG height P p repiacetl,remove interior casings to ensure accurate Ill- or deduct 3-314"from R0 width for each 11)"Bach Sets sur doo ersglwrMch spell for duLail doors wlP ch g)- h opening mmenis from stud to stud and from Boor to Iwadec J W Q V arWa1,/4 15# asphalt sat. Roofing Felt FL1814.1 #15 ASTM 4869 Woodland Industries Inc. slopes <2:12 J = lY 0 0 M W lrp Openino(door viewed from f11p outside o(bUiltlknp)Rough 0ell, •thole:h is easier to reduce the rough opening she by shimming •RO:Ro h oraddirpnaUpDdsthanitDtpenlargearoughoDemnO• 15# asphalt sat. Roofing Felt FL1814.2 #15 ASTM D-22 TYPE I Woodland Industries Inc. slopes <2:12 W Z_ 2 Z U I_ •When selecting a transom consult a store Associate for taught Opening heightts peHry Lace n awlnp-82',Out awing-Bt 1/4•. r--� r - W -A- �� �� I I 30# asphalt sat. Roofing Felt FL1814.3 #30 ASTM 4869 Woodland Industries Inc. slopes <2:12 U Z the w 0 O W U igg NAW thoughthikambface fmme.Shim and then repeat Step 7. secureheaderwith shlmsandnails.PoslUanwoodenaMmd To check the seat of theweatherstri 30# asphalt sat. Roofing Felt FL1814.4 #30 ASTM D-22 TYPE II Woodland Industries Inc. slopes <2:12 - R t NAW through T00 p against the door,hold the _ cc � D IamDtaceandmeshlmg"lromthe!°D,8'hoin 'h no doorsllghtyaweylromNoweatharship.athedisencalcaqual RT12 RT12 Rafter Tie FL572.2 Rafter Tie Strap United Steel Products Company Miami-Dade w o AA UN 6dttam and at the strike.Use a 6"SMm bdit each nail tvouph Me'shi is using the 3'finishing nails(Figure e), 00 the way down the door,positioning Is correct and rig ❑ haveNOTto be emved lMaria sticking out saphly as they may adjustment is required 37x76 Single Window FL15752.4-R2 Double Hung - IMPACT Anderson Corporation +50.0/-65.0 w w yg�g ry�Idl p��{{� i have Tq De removed IafOf. 4111.8 p�l 0.'IDIIIt�AI 67p� 0.TI;dl O SINGLE DOOR SINGLF WIDTH Sill SIH6LE000Rw1S/L SINGLE DOORas2SA. 45X76 Single Window FL15752.2-R2 Double Hung Anderson Corporation +30.0/-35.0 � �' - �;� J J � W DOOR SIZE RO WIDTH RD WIDTH 32• Q34.3/16• SINGLE no WIDTH DOOR SIZE DOReWIDTHRs DOUBLEr00RSw2S/L STEP 13. STEP 14. STEP 15• 30 S.F. Max Single Window FL15752.2-R3 Fixed Anderson Corporation +50.0/-50.0 o o C0 36" ❑4&11/16' rJ 49-11/16" 065.3/16' Ro IVIOTH MAKING ADJUSTMENTS FINAL INSTALLATION OF FRAME INSTALL REMAINING SC�ni`1NS INTO HDIGES ' 098-3/le^ 053-11/16" ❑53-11/16" 64" 006-3/4• 30 Year Asphalt Shingles FL1956.5-R10 Heritage 30 TAMKO Building Products slit es <2:12 _ NOTE:Rough openings shown tar 14'sidelites.For 12'sidelltees deduct 2"for 0 69-3/16" 72•"' 087 3/4' Hear°16 STRENGTH saafl siddife.For 10•sidelites deduct 3-3/4"far 74-3/4" 0 105-3/q• Figure 11 ngsn t2 I For rough dpenhngs for doors with(ransoms,please see'A Home Depot Associate. sash sidelne. STEP 2.DETERMINE DOOR FRAME SIZE Tensil Shear <a •z•x4"dr2'xs•cDrHcrucODnsl li 9" Fastener Log Hog FL4261-R2 LHOG009 OMG, Inc. 1330 890 �00 Sito mply refers to the width of IumhMr used to frame the rough opening. How t°measure sits your new Premdor EDI �N Jambkwider than thega thatweberheroughopeningAow fhe Iamb 10 dveriapWe on,iambont, Warierwilin0etc. OMeasurewldlhattop,cenlarand bWtomofopenkpbetweenmestuda. i la Stagger F"plateiscews(n°Ilhehame, 11" Fastener Log Hog FL4261-R2 LHOG011 OMG, Inc. 1330 890 tor Entry System }-----D-.--� 2"Dialed screws(not supplied)era fl ra00 •8rickmDld covers the pap between the rough opening and caw doer iamb on the exledor wall and What s the smallest meastrronterd Rd n Opening only) ' i Screws recommended to anchor the frame to ® 1330 890 @ doorcasirgshouldbeaDDlkdonthelnterlor• ( ni from nig ) 18'A art g 0 15" Fastener Log Hog FL4261-R2 LHOG015 OMG, Inc. C? A Mehe b height at both sides of the opening ham the floor up IL-L P CO studding.o like the h nails and to r STEP 3.DETERMINE DOOR SWING to the bottom of me header What h Um smailast measuremem.� Q Y I I counter sink to take the head of the O (to 0 1 I saga.Start approxi nasy 6"frau o C:)l pmmq Only) O the head of the frame,and stagger t��ye 'er 00 ' 01 the screws no more tion 18"BpaA. Q 0� •Ail double door systems allow lits both odors la open.Howeverr, W during normal usage one door is stations --a-- SHIMS I Use this same procedure floc the in the other door Dpetls and closes(active door)ec1Ne door)whole 2At t • ', lambs W hinge Jamb.Place two ck SWING-IN SWING- 1 I screws at shims in the head Jamb to ,,, •i •OuFsw rap on its supp8ed whh a bumper type threshold. i I 1 prevent airy sapping, •All bums pictured assume you are standing on the outside of the building. Left Handed I ' I _ •_. light handed Bight Handed Left Handed 1° ' l 0 STEP 4.TOOLS AND SUPPLIES © I , ' ,I T �l' x Q STEP 5-COMPONENTS OF ENTRY SYSTEM DOOR UNIT If the gap between door and frame is not equal all the way down, 1 I Tha Installation of the pre-hung eysbsm is now almost compiala. ). O Level(24-) adjustments are needed Remove the Hags At the top or bottom I The remaining 3 screws lot the hinges can now be put into place, t 00 00 Fremlbp Square(24") I of the frame and rap the frame over using a hammer until the These screws can be found In a Plasdc bag stapled to the outside r h 0 T CAP Is equal,further shimming may be required.Then re-nail, ° of the frame(see Figure 2).These screws are extra long to secure `.J X 00 co to ❑❑❑ A-Finger Jointed Pine Jamb ( the iamb to the adjacent rough signalling stud.Instillation of corner Exterior Butyl caulk cartridge A IN Weatherstripping t Seals to the bottom comer at the woad frame-next to O>T o t >ON • C-Thermally Broken Sill weatherstripping and silk a Q 3"OaNanhednn(shnails ❑�� a D DoorSweep((nstalled) Q0U I - a E-Screw Bag and 00� i o❑�� r HingeInstalls Instructions STEP 16.FINAL FINISHING AND PAINTING r Wool, mli0 Cadktng gun wood Rller o F•Hinges(3) Use exterior I 1`I G-Lock Side Jamb grade caulking to seal around mitre perimeter of door frame on the elderlor wall and along the exterior nosing of Ole sib and building structure.Interior door ca 6 1 door(s),uvvehh)q the gap between Uro door/cared and rough opining studs.You may ward to consWor fiNin refs a with trio sing 3hguld be installed around the i} Do • Ptmty knife H-Hinge Side Jamb 01 interior grade caulking around the door casino and wall and along the threshold and 1Indr.Premdor doors have a factory applied d coalaof primer.Further prime paintingMm measure°f ended.B Appy a bead _ _ Wooden ahima I• Header a finish paint,seuN send surface lightly with lino sand P is not recommended.Before applying r b Y paper and make sure door surfaces are thoroughly cleaned.Finish painting the outside of the door with a hioh gwWy exterior sash Unit trim latex of ® Hammer J•Glass insert enamel paint.Use a high quality latex or enamel paled for the interior finish.Use of dark colors and non-veining storm doors are not recommended mgr Premdor doors equipped grim pfastc glass Insert lremm I. Nail Sel and can void the warranty on the glass Insert and doors.Observin0 this precauten wUl help reduce heat build-up between the door and storm door. I, Hrvm t PbiUtps Screwdriver Note:D°not use alkyd paiah. Measurliv Tape a x I Required 1i i toots amu IDll000 level (24"). Irom6rp square, hammer, nail set, '! MODEL: 3"caulk-on us finishing naps,wooden shins,wood silks putty Will,Caulking gun,exterior D I caulk,measudnq tape and Dhlllips screwdriver' WARRANTIES e ----,, Compoaamtc of an Entry System Door unit CUSTOM O R MODEL STEP 6.SOUGHS AND PLUMB STEP 7.APPiLY WATER STEP 8.INSTALL PRE•HUNG UNIT STEP 9. TEMPORARILY NAIL HINGE Pease talar to detailed warranty that coma attached b each Premdor Entry System. ROUGH STUD OPENING PROIOF CAULKING INTO ROUGH OPENING DESIGNED BY: R0°'°a SIDE OF FRAME I Flgurol ru, Rguro 6 /Wpopm 6mms � � DESIGNER CHECKED BY: CHECKER �PRw? P�yp�" , 0 �E� PLAN DATE: , , , „ ��, �� / / ` /, o PRFMDO2'// P� O wy/ yo COMPLETION DATE U -ail�nes�2 r- ii DELIVERY DATE: Starting about 6^ 3 x I''1 ` 'i DEL. DATE �^ n _�y, w NOtC: from the lop of me fn t��;yy�,�� li! d Unit la typically shipped with frame,Nit the hinge g 1 _ Make sure skid be under sill• side g place first / ■®. Premdor Helpline:800-563-DOOR•(800.663.3667) 2 '�*> afi "ri I) the threshold is level- bead Olt before of ad aeon 1hroUgh the jamb �� � "'`. a '• P R O J E C�# iiJ the hinge side Of the and shim ensuring �J`JPn "Ours: 9:OB am-9:011 pm(EST) Monday-Saturday � to operdnq is plumb. ADDN a double bead df ready I f adhesive shat the frame la 10:00 am-4:00 pm(EST)Sunday �8 8 �� PROJECT N M B R cautking compound Ire a Concrete sill ar dean Censer Ne pre-bulli unit istd the rough squaw and plumb. Use a 3"finishing reif.T° AR 9 3 Z (, Ill)the head is square to the Dre-hu r.yo are now ready to Install the Compou aril firs/.Odn't disturb the caulkingpermit easy drive the al a later sego of installa- hinge side or the rough opening, ion,do not drive the E-mll E-mail:marketing@premdor.t:Om • website; DFE S Sl ON j' pre•hung ung °Orap°red' nag all the way In but leave wwwrprelndOLCOm 2000e00.3/99 Pont sticklingand third Place a second Ng 6'fromme. the i Bottom and a Third In the mkldk:of the mama I 6m5 SHEET NUMBER it-;-net-I None -I I,a-Joel-ge-I nis sai sis 11 Wallis 10/5/2016 11 :56 AM CITY, STATE ZIP 'Pmmrm•n, . -.. - P ,"rte-• ii..:.,,P ..".m'"T-e... J� t S 1 ` U i (/) z m -0 RS O W >- ci.5 z (1)UO U i �•_ J w t c aZ o-1 o i' J � •0 20au c� �O� ` Q 1 0 = z 2 aa0i.-w ami 9' O ; z LL Q c7 �w �Omtnca: N C F I E E M)" G L �, to Q) �- W J ott� L SCL O C Q Q J Z c` �-J `m c Eo'c l i , F Q = a)3mZ �owQ F-• U Q.` 0 L cu o c- i Q Z � , g. O mm 0 �� � 0 as0t 0� N � Q L.L O a: � S�� 2_ �' BUILDING DROPS F'#= � FLS: � v Cl) a � � a. w � � Y� �� Y i r A Perfect Solution in Every Drop 1 BUILDING LD 1111 G DROPS Date: 06,2 207 � G N U � � a L� 0 O � C)O N Da e: 06,07/12 a O O o F- N L c O o Report No:2073 A Perfect Solution in Eve DropRepan No:2073 �C, a �On = J N � � 0-i Cerafficate.eAuthar3zst'on_29578 Ce ;;;teofAuthwitatkin_29578 m � Cc if Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance Installation: i Approved anchor types and substrates areas follows.- a a writh the Florida Building Code and Rule 9N-3.005 for manufacturing under a quality l p CU O C c c 6 m c FL#: pry Y approved quality entity g Installation Clip � C � V Cl) D to .. ce m o BUILDING DROPS 398 rr Dania Beady Blvd. assurance ram audited b an ed uali assurance errti through Cll y a r o Suite 338 BUILDING DROPS Dates Oe4jQ7j12 Window and Door Manufacturers Assaciatirnt(PBC Organization id QUA 2515) A- For concrete or masonry substrate where one by(ix),non-structural,wood bucking is u, e 3 ap m > e a Dania Beach,FL 330014 Report No:2073 employed,use one(1)3116'Diameter ITW Tapcnrn per�p type concrete screw W Qf �CU C � L �v a'�i � > c � A Perfeart solution in Every Drop A Perfect Solution in Every Drop ` Certificate of Autho�;.at�m.29578 954.349.8478 PH Certificate of Authwi=tas-29572 anchors of suff ent length to achieve minimum embedment of 125"into concrete or O �_ a U Z3 0) 'art" a� t cei E c 3 954.744.4738 FX Performance Standards. The product described herein has been tested and imparted per. ca masonry. Z m 3 V � `( •3 w.� 0 r- contactC buildin dro s.com o a> c tis- g P A, AAPAAA4MMA/CSA 101/1.5.2jA44"5/Q8 B. For concrete or masonry substrate where wood bucking is NOT employed,use one(1) Z m c of m is c ? o> -0 Manufacturer: Andersen Corporation * ASTM E1886-02/05 3/15'"Diameter I1W Tapoon per dip type concrete screw anchors of sufficient length to cc Eo o� �= 2 oau023a ASTM E1996-02 achieve minimum embedment of 1.25"into concrete or masonry. tQ = o: =1 0 v ar y-0 �C L O O L C Product CategoryWindows 5 0,_ ea 0 y O O L C N O O Cl) Referenced Data: 1 Product Testing performed by Architectural Testing Inc, C_ For two by(270)wood frame substrate,use either two(2)#8 or ane(1) #12 Wood � _ m Product Eu a$3QI1 f')C41`$ P(oaiuciSubCate Filed FI3C{2(Organization Iron" ( g ) Screws per dip of sufficient length to achieve minimum embedment of 1.5"into woad ro c) m `o 0 Of Re rt#f: Report Date: o is 0-0 c 0 Ro P framing 4i 0 ca Y c y a Compliance Method. State Product Approval Rule 9N-3.0175(1)(d) 6490/.01-2011-47 12/20/2011 , 0 e cn ci o c c - .0 L CZ Andersen Corporation B49D0.04-201-47 12(20/2011 D. For meta®stud use two(2)#8 Self-Tapping screw per dip of sufficient length to achieve a a c a Ca 0 ¢ (n c n Product Name: dOQ Series Specialty Direct Set A4660.01-201-47 3122/2011 minimum of 3 threads penetration beyond metas framing- an 0 " t�0 Seiie�51.�laeii�lt�°Direct Set"" (impart) l� y g- ; � A4660.04-201-47 3j22/ZOi1 CladThrough Frame Wood Fixed Window A7380.01-201-47 3722/2011 E for Scope: This is a Product Evaluation Report issued by Hermes F_Norero,P.E.(FL#73778)for-Andersen Florida Prladuct:�pgeo�ai Corporation based on Rule Chapter No.9N-3.005,Method Id of the State of Florida Product 17380.04 2Q1 47 3122/2011 Fc Fax concrete or masonry substrate where one by(IX),non-structural,wood bucking is fj employed,use 3/16'Diameter iiW Tapcons type concrete screw anchors of sufficient Approval,Department of Community Affairs-Florida Building Commission_ length to achieve minimum embedment of 1.25"into concrete or masonry. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company ep Ca I"1 o. 2073 manufacturing or distributing the product or in arrl other entity involved in the approval process of 2. Quality Assurance B. For concrete or masonry substratewhere wood bucking is NOT employed,use 3/16' J the product named herein. Window and Door Manufacturers Association} Diameter 17W Tapcons type concrete screw anchors of sufficient length to achieve O W W Florida Building Code 2010 (FEC Organization#:QUA 2515) minimum embedment of 1.25 into concrete or masonry. tl u' This product has been evaluated for use in locations adhering to the 2010 Florida Building �J Pei,Rule 91 -3ode C. For two by(210)wood frame substrate,use#10 Wood Screws of sufficient length to a Alethod: 1-D(Engineering Evaluation) achieve minimum embedment of 1S"into wood framing �I— O Category: lrindoil's See Installation InstructionsAWD,010,signed and sealed by Hermes F.Norero,P.E.(FL#73776)for W vl Sub-Cate,,orv: Fixed specific use parameters. D. For meta"stud use#10 5eff-Tapping screws ofsufficient length to achieve a minimum of >� _j♦1� a 3 threads penetration beyond metal framing- 0 Product* 400 Series Specialty Direct Set Limits of use: � C'3 J JO lllaterial: Ponderosa Pine'L`Z 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, Cladding: .11ansJF'lberglass excluding the'Nigh Velocity Hurricane Zone"(HVHZ). Refer to installation Instructions(AWD010)for anchorspacing and more details of the installation O requirements_ € 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into Prepared For: substrate material shale be beyond wall dressing orstucro_ riders Ell Corporation 3. When used in areas requiring wind borne debris protection this product complies with U) 100 Fourth Ave N J Section 160.12 of the 2010 Florida Bui'ding Code and dcIs ntrt retguire an impact resistant Design Pressure: +1-70 P5F Q 13ag paart,NiN 55003-1046 �1�tti ti t 111 f r r#,rd/f covering. 1- � � E. ASO ftj 4_ Site conditions that deviate from the details of drawing AWD010 require further engineering W W U Prepared by: ti' , analysis by a licensed engineer or registered architect. Z W W Hermes F.Norero,P.E. 0 ❑ �* } i Hermes F. No-7,P.E. Florida No.73778 Hplyy{ps '. a fSI'£g'ir,P.E. ` \C)+'` 'Y S. See Installation Instructions for sizeand design pressure limitations. Floridaa No_73778 Flwida Professional En #73779 f'N4,-•'. �7`�'' Page4of6 u" 0 D_ Date:06,DW12 0?' _ Page 3 of 5 0 Z Z ,_ �" r •. 1 ��l����`• `•�CrLa r � Y W O Evaluation epcm Pages 1-4 +, h '_. ''Jl";1'•r .` 'Incts9Tnt an Det3gh .p3ge55-6 'rrf `�; •''•,1,111 C� �ti J U W Z Cn Ijrr�91r�fq L' "L Q d d Z11 f�f 11 P r I I i1t;' Hermes F.Norero,P.E. U u) O Z 1 f2oris�No73779 < Z Page 2 of 6 F- < O Hermes F_Norero,P.E. W W 0 � U ; Florida No.73778 l=- QQ0L J W20ZW If N � O D 0 U L"B" L E b Hli 11)" N � QQO — F- Q 0 _W i W ❑ U d. (L _j 0 Lu I F- O — vW Z Q LLJ LU BUILDING DROPS Date BUILDING DROP 398 E_Dania Beach ❑ 0 ❑ I-- Y O p BUILDING �°+� ,� BUILDING DROPS W BUILDING DROPS Daze: o6jQ7j12 Date: Q6/O7j12 Suite 338 FL#; W �- U Q (� a, � ,�,�: Daze: 06,111(12 Z J Q F- (n Report ND:2073 A Perfect Solution in Every Drop Report No:2073 ; A Perfiecc solution in Every Drop Dania Beach,FL 33004 ort No: 1793 m Cl) M ` N A Perfect Solution in Every Drop Certffwmte of Authwim6mn_29578 954399.8#78 PH Every P Q 2 W Z LU Certificate Author�tnn:29578 Certi�icitr 4t Autha44=taon�29578 W Z � W A Perfect Solution in Eve Oro I. Cerd&ateofAuthorswtt�an-29579 F- Z W Uj 954.744.4738 FX Z U) ~ O J contact L,buVidingdrDps_com O U) LL U (L Q a Andersen Corporation Manufacturer. Andersen Corporation J W O I � O W Q V) ° Instillation Method p W cn "400 'Sc-lies Specialty Direct Set" Product Category: Windows ¢ � O 0 0 Cn W W F. Andersen Corporation Clad"Wood Fixed AV,indow Product Evaluation Report t "400 Sc-rks Speeialb% Product" li I- Z 2 V � _ � �' Of Product Sub Category Double Hung t W - O z O IW- Q CQ U Clad'Wood,Fixed ►�'%ndo�v ;, ❑ OC � I- � � Compliance Method: State Product Approval Rule 9N-3.0X)5(1)(d) ii W U (� W 11sEEAAndersen Corporation _ � CE SFr Mr'd"6as78i.S'�#`tY.RE. ----}— a°f'hFbU.F 5i"F£4LtF, sc ; F— } > W v r TO tlir I I si r,. 400 Series 'hitt-'t ash" lr M 0 t i ec sxas � Product risme: dQQ series Tilt-Wash Double Hung Window W W Q C,.V OF:ANaNX INS7A"TMNAW4M Double Hung Window 45-5/8•x76-7/8' �`�. ..rv" > > � f f' W W n THR H MAMF FOR ��rr Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73779)for-Andersen � � U U for Corporation based on Rule Chapter No.SN-3.CX15,hiethad ld of the State of Florida Product tz°FIROM Fl+arida Product rat al S Fuara tri, . pp Approval,Department of Community Affairs-Florida Bui'dingCommission. FL9 FL I <X SEE N,rJC.'}I'R t� Hermes F.Norero,P.E.does not have oar wi I acquire financial interest in the company ) �tQi 5474" Report ?ilTo. manufacturing or distributing the product or in any other entity involved in the approval process of LOCID the product named herein. I M�, 3� to sEEA1ki-M$ 4FUJLE. Florida Building Code 2010 �r %+FFT 4.FOP 17910 bZ5T. b This product has been evaluated for use in locations adhering to the 2D10 Florida Building E FCA TO WST Tr FROM ccW11ERSFAe � I SEE AP3�"SY71a SC3 t�Ll.E. Per i�1ILLe 71i— Code. C*� Coco uE, sreFr..Foa rvr.asst. 11e$Ilod: I-D(EIIgiIIeel lriy,Evaluation) W r sAacrrir :as ANCHOR LAYOUT si+F�T+ F&0A4 'cNns is See installation Instructions AWD002,signed and sealed Hermes F.Norero,P_E_ FL#73778 for INSTALLATION CLiP C3R ANCHf3R LAYOUT Category: Windows g �` ( ) , specific use parameters. FASTENER THROUGH FRAME FASTENER THROUGH FRAME Sllll-C1t€gt3rS': Double HILIla � •, ; stFAFaCa".7A:.crartxxt, sirAr�ir� � i ? 1 � � POO TO oyhl snif•^,t4 +707-70 PS.s Product. 400 Series Tilt-17;asci[Doti ble Hiring Tfind rc limits of Use: ROM Conn us � � � U4STA a Antero FASTENER TFtl2C}t161i FRA Mit CQ 3NSTALLATION QIPAiaterial -: ��ood�''g�' curraArcm L This product has been evaluated and is in compliance with the ZQ10 Florida Building Code, �I�fa3;t 3• i p cD 4iSCHEDULE Product Dimensions: 4.;,-&I-"Y 76-7118" excluding the"High Velocity Hurricane Zonae"(HI � Mo. WAX,Of-SP,4aW DIST,FROM Qr9. SURSMATE A14040*r#1E waEma' 7AKSS �R 2. Prodmotanchors steal°be as listed and spaced as shown on details. Anchor embedment into wC� t ) WAD a su> substrate material shall be beyond wall dressing or stucco_ ScIft LICE 2�A CLP w�-�m �A. Ar�-Q tom• �- W � Prepared For: y° � O�o N c�llClt'I"5Et1t 0132'TpCe1'cZtiCa;I 3. When used in areas requiring wind borne debris protection this product complieswith aMm Section 1609.12 of the 2010 Florida Building Code and does not require an impact resistant Q u) c:si 1 10(i Flsurt)t venue\ 00 I CLU �Asv arta•rTw TAP0514 rz sa° t5° 6° covering_ [� 2PER CLIP sTr,.,r;-n`� 54,Pry ' TWA DS zit gar 6• B1�4"[l fart,_Ir 55003-10 s,4Sttitit111frrarl �f 4_ Site conditions that deviate from the details of drawing AWDOW require further engineering maw ` N ��' �,SS F, (�1 analysis by a licensed engineer or registered architect. to 1rxEa Prepared by: `��~ 4' 5_ See Installation InstrucctionsAW4d)M for size and design pressure limitations. I r Sit Akt"aaafi VA"'.� ANCHOR LAYOUT PAME) rnAsc'�s<s•THPOIaria-t•€w•TAPcort szs• as° es° ar FloridaFt-ofessinaal Engineer `' '• �� s' ek: AETE 9 Her°tnes F.:�orfro,P.E. ` •- 'O IiVSTAL!'14TIC3N CLIP C1R , � '` #73778 _ 1V�x.. 3j 7fi,_z.. F" fltCM CO p.: :Tt'RK:44Bdt Xn0SnF-TAWZI`� 3THaEACrS r3'r"�' t',4• aY1 — , — rcu c rssT FASTENER THROUGH FRAME 57RFCTWE Rafe:Ol%1Il1Z � r' � � y FaACEb sLVFc4 '•,f?T€1E'y� MODEL: f Ets}aatiort]tepert t t t-a -, fi ••.,,•,,,,,:•�c`? CUSTOM OR MODEL IDstitHation Denils sage 5 r"'txS'S'jONAL efi ,�� Hermes F.Norero,P.E. Hermes F.Norero,P.E. r.,1'111 r i I 1 kWX Hermes F.Norero,P-E. DESIGNED BY: Floridao_73778 Hermes F.Norero,P.E. Florida No.73778 Fonda No.73778 NDESIGNER Page6of5 g Page 5 of 6 Florida No.73778 Page 2 of 5 CHECKED BY: CHECKER ' PLAN DATE: r INCOMPLETION DATE Or `"✓S, -IN DELIVERY DATE: DEI DATE 7� r -iLir - 2. r � PROJ ECT# PROJECT NUMBER ROFESSION� � � ' t 6 ..6 F SHEET NUMBER 10/5/2016 11 :56 AM CITY, STATE ZIP --1 ....._R.:.....n...m-.m.a w-^..n;._.e.a.......r.^..... a±rT...,vTrt.,4...'a-......u-^......-r.....�.°,m-+:_.M!^.^,'...m SHT,•i9ia'c+anrsma^ ... .+Te+"frvSrm'.:m•.-..mfr'.s.^TM'D.*'",Sn'[T',-.T�m�^ .^�•.,...«a.T^',+4^:#T.'R4'FR'T'.AACF.�!ni mt Y9T �mry_ Tr-+•Pv.sm.maim+...^'rlrn^*tr`^!IT"e..'L^e..r..m..•T^^>m.w+.M.ne.Fin.n•.'w-.vv^R"^!Y^Y.Rye,^+yw•sur-.r;'Y-..+-,of^^Toa+9..Y.wrm.,—a..Fl-...'*°•RW^+36T'• .+f'a.rvn^•,•re;-. ..... - -..nfC'• -r...•9.a+mre. w.....'Fm.•r...-...`•'M'^`r.S'P:v .... +.n•'C i {J '^ Z cu U W (1) �5 Z a r to U # J LU a- o_J c' O _CZ = a Qa C W N A L iv O Z LLQ C7vY �Oai0 D %JUDLE HUNG I MPALOT GLAO.'44) 1- /Wye C- o �c �=o DEell LQ1. L Q O Q '; _j Q C� y Q (0 U ♦.J _1 C— N � a F— = CL � 0 C5< cn Q 3. a ` , 0 oU �, op 0 < =� aaQ� Qo0v Q O �, = p= � =o � O -.. I IL 1 1 LL U U H 7 0 '� OD i � >~ pOL COO 08 N a3 F- U a� CQ S ro i , ate U Q) QS O C c v c c: 6w mo � � p•joo 9 to p E upi N a) ttf I J � E y c p Y cn > N &D c) 'E O O V ;� �R � lL MI� O V L y +_. N .«_. C r- t i" Q r W rt U te _ : y to U r BUILDING DROPS 398 East Dania Beach 6'vd. o m c (D v FL#: FL#: l _v ., E a 2 '0 3 027 .o Suite 33B m t cca iC c p BUILDING DROPS BUILDING DROPS Date: 06111112 BUILDING DROPS Date: 06111/12 APerfectSolutioninEveryDrop Dania Beach,FL 33004 = o U o 0 3 a i Date: 06,E 11112 f. Report No: 1793 Report No: 1793 „ of a ,n u'o r- e L Report No: iT93 A Perfect Solution in troe J A Perfect Solution in Eve b?ra o - N c o - r�. 954.399.8478 PH is Q rn as N--.9 A Perfect Solution in Every Drop Every P Every P CsrtirrcatrdJYutharzsxtam:29576 954.744.4738 FX �; ��' J p Cenr9catedT,4uthwizaten:.29579 _.." CenificsteofAuthraraabcmY9576 �a -p 0 .p •— •� O p to Certificates lultha�:tom*,:29576 contact 'buitd'ardrapsxom a arse o ±- a> Co U_V NL "0�O L Cd a U 7.L] C U Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance = a 9 with the Florida Building Code and Rule 9N-3.0175(3)for manufacturing under a Installation, 1. Approved anchor types and substrates are as follows: V) c ;� c e quality assurance program audited by an approved quality assurance entirW thnaugInstallation �Z�t�E3€�h P1`C1 t 11 T i i'.( d:i t i U 11 Repoi° r- a) co¢ 2 N Window and Door M�anufacturersAssociation(FBC Organization#:QUA 2515) Of ~ m � j-0 A_ For two by(2X)wood frame substrate,use two(2)#8 Wood Screws or one(1)#10 wood Andersen Corporation KNI.XViudows,Inc. P per: screw per dp of cuff embedment length to achieve minimum ebedment of 1.5Da into wood ':400 Series Tilt-Wash" Coastal Aluminum Clad Architectural Specialty Window Performance Standards: The roduct described herein has been tested r framing. AA r�A/GA 101tl.s.2/A4 o5os Double Hung Window (Impact) P • ASTM E 18S6402,F'05 B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is • ASni E 1996-021'05 employed or directly pito substrate,use one(1)3/16"diameter iTW Tapcon type for concrete screw anchors,per dip,of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry_ CO�NERSTYP / 1','_MALLA'1IONG-LIF:�AlAR:G5GAP4 Florida Product App ro`•al J L # OF HEAD AND SILL REQUIF.EJ FO;Z - r"• � .. ... :s Referenced Data: L Product Testiing performed by Architectural Testing,Inc. f ^, LL W W r �It�lTTS 3Q''Th9 VJI�`H..I�GREA"F'W� ; II Organization#1 TST1795) C. For metal structure,use two(2)#10 Self-Tapping Screws per clip of sufficient length to f I O,J J Report#70950.02-201-44,Report Date:04/09/07 achieve 3 threads of minimum penetration beyond metal structure_ —— �e rt c r i ,j, 2 2)(l1 3 a'. LL Report#:70550.05-201-44,Report Date:04{09/07 , •T # ��/� Q Report#:70551.02-201-44,Report Date:04/04/07 Refer to Insta`1atio+n Instructions(AWD002)for anchor spacing and more details of the it Ration Florida BtLilllia�twt}Cl€ X010 W o Report#:70551.05-201-44,Report Date:04/04/07 requirements. B.Dr] A1�3 1400�) b Report#:71931.05-201-44,Report Date-04109/07 Hi.:Ac Tri X PPI'Iti'ille 9(`�i-3 J a Report#:A5573_I}4-201-47,Report Date:05/22/11 Design Pressure: $b F r FROM M�L TYP O Report#.:A5578.01-201-47,Report Date:01/2D/11 Design Pressure �'- � 7�; iyil t 2ietll0d: 1-D(Engineering Erduation) a J Q Report#:A5579.01-201-47,Report Date:01/20/11 +50j-65 PSF * � F Category: Windows O Report#:A5579.04-201-47,Report Date:06122/11 _j u Sub—Category: Fred FPOM o TYP TT45`ALL.ATION Glazing: Refer to Installation Instructions(AWDD02)four glazing details and installation requirements, F x Ft �l Iy Product: Coastal Atirminuin C[ad.4rr1aita?rftjra l Spec W4, 2. Quality Assurance CO J Windowand Door Man ufacturrersAssociation r ( ]Frame'NSaterial: Ponderosa Pine&LTZ Q (FECClrganization#:QUA 2515) Cladding Aiaterial: .4drJ»rirrrrrrr 60E3-T> 6063-T4 '� OC I-- _ Product Dimensions: 60"x 120"(3latirrrraarr� W W W W j ra.,�;r'AAr37i 1:,-ant g O p W W _ y Prepared For: U_ _ ANCHORLAYOUT f, ,� Inc. oWC) WZ � e y}�5►tF I I rrrr,rl�, U W �+ r. til �. �t ` INSTALLATION CLIP _. %s ��� tt W (D C/) C/1 r Scc TC mal:t1)98 X 3' SCIt S"�`IVv' 104 INTO y'r`QC3t} �%�'�°;�:�e��� % �.�"� �� I J U W � rn � C�M,FVL S'-Uri CF CI [1)136"IT1+4 � 1 � Q Q T �`cQ�#Y,°lith IhiTS�C :ICPETEr a ra °r Prepared by: �0,1 7� _ U (L u) Z Z - _ * yk _ O 4�HI''c,'A X31 AaE`i'i:.,;F._�:<t :'r�. . .4 _ # Q W _O Rorsda Professior..a1 Engineer#713778 '�3 ' !$TA�� 41 : � Z Q � I Bate: HY11/12 f O �.f1ft �4;' ,mat' `� iY O Q Evaluation Rewn 1nsta7la a Page 3-4 iLL �t�Or/i 'p i t ���,1 J ~ < LL U Hermes F.Norero,P.E. Hermes F_Norero,P.E. Digitally signed by Hermes F Norero,P.E ;i _ � W Z W Hermes F.Alorero,P.E. Hennes F.Narero,F.E. F- D FHyrida No.73779 Florida No-7377B Reason:t am approving this dr3Cuntetit y Q Q W Florida No.73778 1 > 2 Page 3 of S Page 4 of 5 Page 5 of S Date 7t 12.34.23 i P:59:115 £14`1 l F:arida Na.73778 ; W � _r a I-- LLI { _j J 0 Q Z b Q J J ~ a W U Wo Wo C� ZOOZ - Q LIJ } --I Q D0 I _ Y � 2Eaw1W 3: =) W W Q F- O J U aC Z Q ZOWwmw =) I— pOOF- YO C/)ZWaF U C 0. Q CO W C/) N N F- w 2 Z Z LLI W LU 0 CO UO F- BUILDING DROPS FL##:FL13280 c/) W W � F- oc BUILDING DROPS FL#:FL13280 BUILDING DROPS FL#:FL13260 BUILDING DROPS _ r FL#:FL132g0 date: 30°11/12 i J (n LU a (� d` A Perfect Solution in Eve Drop Date: 10111/12 A Perfect Solution in Ere duo Date: 10,11/12 Da`e: 10111/12 A Perfect Solution in Every Drop Report No:2203 m i Every p Every p Re rt No:22D3 A Perfect Solution in Every Drop J� Q t- O = W Report No:2203 l Gertific=eeAutho=�silam-2957S �- �- 2 CertifiicateafAutho ratan:29576 , Report No:2203 W Z Z /1 L }' Certificate o°Autha^.zatn.F9576 CertiScatte Authcr�at mnF 29576 _ V Ij.j ¢ z C/) U Manufacturer: 1I Window%Inas Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance timaltatioan: L Approved anchor types and substrates are as follows: Installation Method W 0 Ow U)j � with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a } } W cr'�� Windows,Inc.T (- quality assurance program audited by an approved quality assurance entitythrtrugh Through(Frame Installation- cc cc 2 Product Category V�indo-vvs Coastal Aluminum Clad Architectural Specialty Window W w p 0 Window and Door Manufacturers Association(FBG Organization#:QUA2515)_ I� - Q �2: F- Product Sub-Category; Fixed A- For two by(2X)woad frame substrate,use#12 Wood Screw type wood frame anchors of (Impact) J J rn LU Performance Standards- The product described herein has been tested per sufficient length to achieve minimum embedment of L50^into woad framing_ t, W W _--c r r cc.t{c }'FOP�a srxe-,4 0 0 C) cn Compliance Method: State Product Approval Rule 9N-3.005(1)(d) TAS 201-44 r ",G VA,ING [�I Al TAS 202-94 IB_ Fcw concrete or masonry substrate where one by(IX),non-structural,wood tucking is �I .`F_\=" Product Name Coastal Aluminum Clad Architectural Specialty L'�ndasv TAS 203 94 employed,use 311V diameter n W Tapcon type concrete screw anchors of sufficient �t�°'kr.rug N r A t N � :c�tk.r * �, ; (Impact) • AAMAfVJDMA/CSA 101/1.5.2/14440-05/03 length to achieve minimum embedment of 1.25'into concrete or masonry. t r ?LL 60"x 120"(Maximum) M ASTM E 11356-05 ( I iLo nco r ASTM E 1996-06 C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/10 "° ' ""' jLOG Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for KML'4Adindows, diameter IiW Tapson type concrete screw anchors of sufficient length to achieve � v� Inc based on Rule Chapter No.91',1-3.00S,LISIh2+3 1d of the State of Florida Product Approval, Referenced Data: L Product Testing performed by Architectural Testing,Inc, minimum embedment of 1.25`into concrete or masonry_ t col- Department of Community Affairs-FloridaBuildingCommission. (F BCOrganizatian#1TST179S) "``r" o'hr • " .- r.r. So F�M0a '.:halt:': i FFF-��� co co Report# Date: D. For metal stud substrate use#12-24 Grade 5 Self Tapping Screws of sufficient length to f i Hermes F_Norero,P.E.does not have nor wi"i acquire financial interest in the company 65634.01-201-18 02/24/12 achieve a minimum of 3 threads of penetration beyond metal structure_ ':x 'a rr►anufacturing or distributing the product or in any other entity pevo`wed in the approval process 4f 85634.02-201-113-r2 03128/12 the product named herein. 85640.01-201-44 01/27/12 Installation Clip: I 85642.01-201-04 01127/12 A- For two by(2X)wood frame substrate,use#P$Wood Screw type wood frame anchors of This product has been evaluated foa use in locations adhering to the 20LD Florida Building Code. 65643.01-201-44 01127/12 p 85644.OL-261 44 01/27/12 sufficient length to achieve minimum embedment of LSW into wood framing. (III x Q m See Installation Instructions ItMLt3iD5,signed and sea'ed b Hermes F.Norero,P.E.(FL*7377S)73778)for di i=.-r.,.i;gra: e i pedal.At�tr•a I Y ( 135645.01-201-44 01/27/12 At+',r'.�,"•r• .w , +r r4:1'.'•Y� :', i ��� specific use parameters. 85646.Oi 201 44 01/27/12 1B_ For metal stud substrate use#10-16 Grade 5 Self-Tapping Screws of sufficient length to �� ! �(,:r achieve a minimum of 3 threads of penetration beyond metal structure. $' W to Limits of Use- B5647.01-201-44 01127/12 0>X0 L This product has Leen evaluated and is in compliance with the 2010 Florida Building Code, 85648.01-2011-44 01/27/12 ! oCON i-3,pmV including the"High Velocity Hurricane Zone,(HVHZ). 85650.01-2D2-44 01127/12Refer to finstallat on Instructions(KML005)for arKhor sing and more details of the installation r �'x,7vr "` I' e,; =a,vvr OOu) 2_ Prodtact anchors shal'be as listed and spaced as shown on details_ Anchor embedment into 65641.01-201-44 01/27/12 requirements. ANCHOR LAYOUT A NCHon LAYOUT moo substrate material shall be beyond wall dressing or stucco_ 00047.01-201-18 10/03/12 �J 3_ When used in areas requiring wind bonne debris protection this product complies with 00047.44-201-18 10/03/12 Design Pressure ra+�tr u a rw+w s t:� �.e"sat t "ESFA,rr.' swY�:r N � Section 1609.1-2 of the2010 Florida Building Code and does not require an impact resistant Min.Required ....___... l'J9 ;....,'_ . � - covering_ Glass T Size Design Pressure t.h,ltl(aa�,.'da_!;L-fc:'"n�J€_ 2- Quality Assurance - � 4_ Site conditions that deviate?from the details of drawing KML005 require further engineering TNFOU6H r Rar/. 714 y"AL_P TI !C-7�t Wendover and L?otar Manufacturers Associatlon Types 1 or 2 641"x 120' +70A/-80.0 PSF Uh,T"' Uh,St analysis by a licensed engiimeer or registered architect. (FBC Organization#:1�UAs2515) T 3 or 5fi x 96' + -70.0 PSF 'l.'I";}i NEI6'l' t°f.�JE�t a;Y�..^Et�iT� r^nRNCR (�11 cEsc-Ex S. See Installation instructions KII for size and design pressure Imitations. Type / GIS'. br!"T. C_5T. Dt t Type 5or6 36'X6(" +/-70.0 PSF uta° iD7 <.' ra' MODEL: 3_ Miami-dada PERA Dupont PVB Interlayer NOA: 11-,3624.D1 " y(`• .I f CUSTOM OR MODEL 611' 44 P'. ;` !7' (FEC Organization#:CER1592) 1. UF3LTi1zIG14'f'AiJbl52')T�rhF"d-LNTIRCaAtofA�Ar3Ll-. DESIGNED BY: � 4. Miami-Dade PERA DESIGNER 2. 'OR Lh'JLT3'/a:flt SI��S hLT:e'�I*Ic rr l LIST=U A.7t'=Llys Dupont SentryGtas interlayer NOA: 11-0524.02 "HE htEX"LAeSt LLST€7 5 �E t�4E`E ra "IE A.`:Chi i SPAL'IIX,kY t~rut CHECKED BY: (FBC Organization#-C'ERi592) i. ,.WHGPSPA:til L.351_ ".6(1YE1.5.sFrl..-r,3lE 1:)A..'t ' CHECKER AWHGR TYPE'S Lls7 t)1N Na-S!,5 9 aHCCI J. Hermes F.Norero,P.E. Hermes F.Norero,P.E. Hermes F.NaCOMPLETION DAT rero,P.E_ PLAN DATE: HermesF-Norero,P.E' E Florida No.73778 Florida No.7377E Florida No.73778 Page 2 of 5 Fuge 3 of 5 Pag e 4 of S Florida tdo.73778 Page 5of5 DELIVERY DATE: n1Ew c� ,° DELDATE �� �. P ROJ ECT# }4 ° M k, PROJECT NUMBER uj s.-cWra:m•.<.-.>-auumu,urrx pf 089328 P�' 6m7 iQFESSION (•Z" �� SHEET NUMBER 10/5/2016 11 :56 AM CITY, STATE ZIP .. - .. nt.;zr - sae^• 'm'�"p,:"*:.'+so - _ ....- „_ !64'N.S""aCMpl:a Fr'fTd^*:^°•••.- . ,�.1M'".".'0,. 1.RNA81iT£f.RA1iI.1/'"�'RfliT'R!9k�.���••fi..a^^em -••^A;'.�"4kA9!H'^F. , I, t, i \ Z CL Q1 -0 LL] J W L N Z O J O Z Maximum Design Pressure Capacity Chari Andersen i 4 0 Z) Z o ,`,o w m TYMW[UATM MUTES Andersen Y , A � :3 O . Z LL Z = o L O o m MUTES Two-Way Narrow Woad Mullion to c Q 08:5:5 �,o S.RflNE111lBTAUAiXINJiMUKIeISpEAUIBE�MEA0IANWDRLE1p4710N A r o Q) I--- LLI -J O a) i 2 a T A Desr n pfa_sures are dirn ted by mighon capacRyonty. 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IXAND 2XRLI �1WTEN USED)WILL IF DESIGNED AND TAUFafamrrEm � SJ lTF1E110N alART AFTLIE3 TO NAAAOfMMt00d MUI130N A1tBl■IJL�>1tE 0E7Ae.NiIT.1ARIL71 0 ` 2 •�-• .� �� O 3 Q EheEDFdBRINTOWWONJUMKIL ANCWFAMTOKAWCLLYrUMFMALLUDAM707HE t11 1E O c c c c STRlJL11JRr PUCK IO17NAND iaruunDNtsTNE SI$T Fdi�LSln/1 sI FeFsentaTrnN V 7}OEWHeHE3sL�iEVALAPIESAAEPOWMAILDNSWMNPiT,�n►►LTTowcNaalr. .� •� -rn-0 ID U t SS FASTENER THROWN FIAMEFDRLMLArIM7HROUMIXO CITO 03"MSIBILifYDF7HEENOWERCRARCHiMCTOF I"I itr DIIECTLYEMOCOF�IESEJYASORIN,USE OIIEIII;Ifi FRpPeFt7HEPRDIOGia116FAL1AT1oN L A il�kALialSTALLATmRihlOTgS 7�MA3EVNEVIOL7TlCTF�NHAleEDiuRlrilLf7TJL(175 11�� INCH 115N TAPCRI CFSLiFIOF3TrD3lITX TDAO•F1�iE] I[IMOM MINIUM 4)OBJ'�1MLK MaPA76MUVLl UWMTOTWELEWND!ll�ifllSSURI OF TI* Oma. O O co ! 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F3 i DESIGNED BY: DESIGNER Ek �. '% ' CHECKED BY: -A• -'t- ■d• -4 ET.aATLDN P CHECKER TRElUTARYWIDTH-w•{A•4iy2 `� PLAN DATE: EiEVAT3CE•tA :r �'0F ; COMPLETION DATE P'� O. Wys j' DELIVERY DATE: VffJUTAW WIb'M=W• • i / n + t z} Y tP,-1 r�"z P ROJ ECT# ul 1 t^ - PROJECT NUMBER I SHEET: 9 OF10 pR 08932B OFESSOO . 6 .9 SHEET NUMBER 10/5/2016 11 :56 AM CITY, STATE ZIP i C0 U a W z t ❑� JC'3 uJ U) a) i U�zm•o 0 Z < Q J :E.0) J , = U U ¢ Q 0Z) Z rn3 N LLJ (1) 4, C, c 11 Floor Materials Loi Wall Materials Roof/Stud Wall Materials J ° Q Q Q z Y N o (/) (L Sm zc w F- �� � Q c _ J F,o 2 o Z T 0 < O a LL O� w o= m �0 Q Please find below a complete list of materials needed to construct our floors stem Please find below a complete list of materials needed to construct our walls stem Please find below a complete list of materials needed to construct your roof system OU = O U + W � °� = p Y Y P Y Y F- � co 0om �o� o I- cn t o o `o CIS 'J Name Quantity Unit Code PT Ledger FP 2 x 10 x 1'- 8 1/4" 4 ea. L21016T Log Walls Name uantit Unit Code PT Ledger (FP) 2 x 10 x 5'- 0'" 2 ea. L21016T 1x6 #2BTR EWP 113.917 Inft L16WFB � � � o °' 3/4"x3" Jamb Extensions 304.541 Inft WE � � � co y PT Porch Floor Joist 2 x 6 x 01- 8" 2 ea. L268T to 3 o E o aL Bucks 1 1/2 x 7 1/2 x 3'- 5" 5 each LWB � °' °' >✓ � m v E to m a y ca PT Porch Floor Joist 2 x 6 x 2'- 0" 2 ea. L268T Name uantit Unit Code cz o to Bucks 1 1/2 x 7 1/2 x 3'- 6" 18 each LWB � a CU (D (TS N ,R m26cu UE 08 �y PT Porch Floor Joist 2 x 6 x 3'- 4 2 ea. L268T 6x8 Post 16 each C68YPOST �.! Y - - o PT Porch Floor Joist 2 x 6 x 4 8" 2 ea. L268T 6x8 SYP Kiln Dried Cants 219.581 Inft C68Y Bucks 1 1/2x7 1/2 x 5'- 0" 14 each LWB .� = o r ,� Bucks 1 1/2 x 7 1/2 x 6'- 6" 3 each LWB � �' °' I Z °�U � °' e Cn E a) � � ; Z E �c'�> 3 �� 0 PT Porch Floor Joist 2 x 6 x 6"- 0 2 ea. L268T 8x8 EWP Kiln Dried Cants 2,626.86 Inft C88W _ »� N ; _ o o PT Porch Girder 2 x 8 x 5'- 9"' 6 ea L288T Bucks 1 1/2 x 7 1/2 x 6 9 2 each LWB -a w = 7 PT Porch Girder 2 x 8 x 7'- 9'" 21 ea L288T � �ZT o -o o c ro �L c Bucks 1 1/2 x 7 1/2 x 6'-10" 6 each LWB (D- �, � � 'a 0.0 S; N � PT Porch Girder 2 x 8 x 8'-0" 6 ea L288T Bucks 1 1/2 x 7 1/2 x 6'-11" 4 each LWB o o 3 D s `° U V N L 0 X a) (D O Q U 7 C 80 PT Porch Joist 2 x 6 x 4'- 1 1/2" 6 ea L268T Collar Beam 2 x 6 x 9- 2 1/4" 6 ea. L o �,� o Q Q N j PT Porch Joist 2 x 6 x 4'- 3 3/4" 6 ea L268T Sundries Collar Beam 2 x 6 x 14'- 0" 8 ea. � o 0 In � 'a PT Porch Joist 2 x 6 x 5'- 1 1/2" 6 ea L268T C� o L . CZ Collar Beam 2 x 8 x 8'- 8" 11 ea. W 0 CO Collar Beam 4 x 8 x 8'- 8" 6 ea. ¢ .� PT Porch Joist 2 x 6 x 5'- 3 3/4" 6 ea L268T 12Cc .� ca o G. PT Porch Joist 2 x 6 x 5'- 9 3/4" 12 ea L268T Name Quantity Unlit Code Jack Rafter 2 x 8 x 1 -10 3/4 2 ea. O Co .o U)PT Porch Joist 2 x 6 x 6'- 1 1/2" 12 ea L268T 11 in Log Hog(Cases) 21.595 each H011 Jack Rafter 2 x 8 x 3'- 6" 2 ea. v~j o o LV Jack Rafter 2 x 8 x 5- 1 1/4" 2 ea. o PT Porch Joist 2 x 6 x 6'- 4 3/4" 12 ea L268T 3/8 x 1/2 Black Foam Tape 210.149 each HT3812 Jack Rafter 2 x 8 x 6'- 8 1/2" 2 g � 2 ` PT Porch Joist 2 x 6 x 6'- 7 1/2" 11 ea L268T 5/8 Plywood Clips 4.296 each HC58 ea o, 0 >_ o V J PT Porch Joist 2 x 6 x 7'- 3 3/4" 22 ea L268T 9in Log Hog(Cases) 0.627 each H09 Jack Rafter 2 x 8 x 8- 3 3/4" 2 ea. „ F _ ( } a O 00 w Jack Rafter 2 x 8 x 9'-10 3/4 2 ea, Q Q o as Z PT Porch Ledger 2 x 2 x 01- 1 1 ea L228T Caulk Vulkem(Dovetail corners-tubes) 16 each HCB626 E � J W X p Jack Rafter 2 x 8 x 11 - 6 2 ea. PT Porch Ledger 2 x 2 x 1'- 6 „ 1 ea L228T Caulk-Southland Tan 2001 (cases) 20.713 each HCST oC _ >-J C� Z Jack Rafter 2 x 8 x 13 - 1 1/4 2 ea. W -� E ~ Uj D PT Porch Ledger 2 x 2 x 1 -110 2 ea. L228T Dowel 7/8 x 7 1/2 262.686 each HD712 a. 0 o N O Jack Rafter 2 x10 x 1'- 3 1/4" 2 ea. p �.(z N -0 -o �0 pC PT Porch Ledger 2 x 2 x 2'- 1 1 ea L228T Ext Wood Guard-Honey 2000 (5 gal) 4.429 each HEWS2000 0 o = o E c q< PT Porch Ledger 2 x 2 x 5'- 9" 6 ea L228T Galvanized Flashing (10 x 50-0 Roll) 3.238 each HF10G Jack Rafter 2 x10 x 3'- 8" 2 ea. a � �� PT Porch Ledger 2 x 2 x 6'- C" 1 ea L228T Hurricane Ties (100/Box) 3.76 each HHT Jack Rafter 2 x10 x 6'- 1" 2 ea. •0 - o - � op PT Porch Ledger 2 x 2 x 6'- 8" 2 ea. L228T Int Natural Home Finish-Clear (5 gal) 1 .534 each HIF Jack Rafter 2 x10 x 8'- 5 3/4" 2 ea. � .°' . o 0 oxo Jack Rafter 2 x10 x 10'-10 1/2" 2 ea. Q� `� 2 PT Porch Ledger 2 x 2 x 7'- 9" 20 ea L228T Screw Jack 13 each HSJ16J = = o -n � PT Porch Ledger 2 x 2 x 8'-0" 1 ea L228T Screw Jack 2 each HSJ443J Jack Rafter 2 x10 x 13'- 3 1/2" 2 ea. N -� 0 +' a) „ Jack Rafter 2 x10 x 15'- 8 1/4" 2 ea. = �- E -o a € PT Porch Ledger 2x 2 x 8'-0" 2 ea. L228T Silver Oval Tag w/ SLH Logo/ Plant Location/ Number 1 each LOGTAGS Jack Rafter 2 x10 x 18'- 1" 2 ea. a � .N o PT Porch Ledger 2x 2 x 8'-0" 14 ea L228T Sundries Hardware Box 1 each HBOX Jack Rafter 2 x10 x 19'-10 3/4" 2 ea. o o -o 5 PT Porch Ledger 2 x 10 x 0'- 1, 1 ea L21016T Yard Sign 1 each YSIGN i o E -S Overhang Bracing 2 x 4 x 2'- 8" 17 ea. L2414S 3 c >_ •- cam PT Porch Ledger 2 x 10 x 2- 1 1 ea L21016T Overhang Bracing 2 x 4 x 3'- 4" 43 ea. L2414S � o' C2 o PT Porch Ledger 2 x 10 x 6'- 6" 1 ea L21016T a) Rafter 2 x 6 x 9 4 16 ea. o o `� PT Porch Ledger 2 x 10 x 9'- 6" 1 ea L21016T _0 o PT Porch Ledger 2 x 10 x 16'-10" 4 ea L21016T Rafter 2 x 8 x 17'- 9" 12 ea. u D o a PT Porch Rim Joist 2 x 8 x 1'-10" 4 ea L288T Windows/ Doors Rafter 2 x 12 x 16'- 6 1/4" 26 ea. `D N I- ( o Rafter 2 x 12 x 18'- 1" 12 ea. J Cz -0 � l; PT Porch Rim Joist 2 x 8 x 4'.- 6" 1 ea L288T Rafter 2 x 12 x 18'- 3 1/2" 22 ea. - "3 PT Porch Rim Joist 2 x 8 x 4'- 9" 1 ea L288T — Rafter 4 x 8 x 16'- 2" 12 ea. PT Porch Rim Joist 2 x 8 x 5'- 6" 1 ea L288T Name Quantity (Unit Code Ridge Board 2 x 12 x 6'- 0" 1 ea. L21216R II PT Porch Rim Joist 2 x 8 x 5'- 9" 5 ea L288T 3068 Fiberglass 2-Panel w/9 Lite Grille Left Out Door (High Wind) 1 r;ach DBF3029LO - :;r -_ 2 o PT Porch Rim Joist 2 x 8 x 6'- 3" 2 ea L288T 3068 Fiberglass 2-Panel w/9 Lite Grille Right In Door (High Wind 2 each DBF3029RI Ridge Board 2 x 12 x 14'- 0" 1 ea. L21216R .-- o o O' o 9 g ( 9 ) � ro0E 30x32 Bronze Clad Twin Window (High Wind) 1 each WCH30322B Ridge Board 2 x 12 x 16'-0" 1 ea. L21216R it N T o PT Porch Rim Joist 2 x 8 x 6'- 6" 2 ea L288T (z o) = PT Porch Rim Joist 2 x 8 x 6'- 8" 2 ea L288T 30x32 Bronze Clad Window-Tempered (High Wind) 1 each WCH3032BT Ridge Board 2 x 8 x 9'- 8 1/4" 1 ea. ( a) o >, 30x410 Bronze Clad Window (High Wind) 5 each WCH30410B Ridge Board 2 x10 x 20'- 9 3/4" 1 ea. Y o PT Porch Rim Joist 2 x 8 x 6'-10" 2 ea L288T 30x410 Bronze Clad Window-Tempered (High Wind) 2 each WCH30410BT Ridge Filler Board 2 x 6 x 14'-0" 1 ea. L2614R � N o °- a� 0 Z co N _, cTs � Z 0 h PT Porch Rim Joist 2 x 8 x 7'- 0" 1 ea L288T 6068 Fiberglass Full View French Left In Door (High Wind) 2 each DBF60FLI � ) = 0 > Z U Siding EWP for Bin Logs IR/L 1 ,707-36 Inft S8W o �; ' > > r-. ti PT Porch Rim Joist 2 x 8 x 7'- 9" 14 ea L288T 6068 Fiberglass Full View French Right In Door (High Wind) 1 each DBF60FRI ' ,_ Truss Bracing 2 x 4 x 4- 0 20 Inft L2414SP Lu c N 0 cn PT Porch Rim Joist 12 x 8 x118 0 8 ea L288T 72 x 72 Bronze Clad Triangle Left Hand (High Wind) Left Window 1 each WC7272TRILB a, N E �, I Truss Bracing 2 x 4 x 6'- 0" 30 Inft L2414SP `� °; Q 0 r Glulam Beam 5.125 x 16.5 x 18'- 6 1 ea. L518161220FG 72 x 72 Bronze Clad Triangle Right Hand (High Wind) Right Window 1 each WC7272TRIRB Q aD o „ Truss Bracing 2 x 4 x 141-011 190 Inft L2414SP o7 � o a) = Q >- Glulam Beam 5.125 x 19.5 x 22 0 1 ea. L518191224FG M = 0) o 0 m Z Truss Plate 2 x 6 x 0 - 5 1/2" 1 ea. L2614Y J o .0 a, > p� I 0 = > 'a 2"x2"x27" Picket-PT 216 each L2227PT Truss Plate 2 x 6 x 2- 0 1 ea. L2614Y 2x6x14' PT Porch Decking 61.88 each L2614T Truss Plate 2 x 6 x 3'- 6 1/2" 2 ea. L2614Y a w �; - 0' � m a 2x6x8' PT Porch Decking131 .267 each L268T H- � a o o a) Ca w z ¢ o Uri co N o Truss Plate 2 x 6 x 4'- 0" 1 ea. L2614Y Q > E X � � o < _ } 3x4 x8 Bottom Rail-PT 16 each L348BOTTOMT �, �_ U w LO � Manufactured Trusses Truss Plate 2 x 6 x 9- 9 1/4 2 ea. L2614Y o X N ; w } } W I 3"x4"x8' To Rail-PT 16 each L348TOPT 12 0 0 F o Truss Plate 2 x 6 x 10'- 2 3/4" 2 ea. L2614Y w 2 L0 o 0 C a w w 0 6"x6" Newell Post-PT 6 each L66NEWELLT Truss Plate 2 x 6 x 14'-0" 14 ea. L2614Y 0 � o Cz _ w w 0 W Valley Plate 2 x 6 x 1 - 8 3/4" 2 ea. l oC N c o , O c �- tts `' L 0 U to 5 E Name QuantityUnit Code 1. 0 Valley Plate 2 x 6 x 6 4 1/2 2 ea. o_ �, J = aX Common Roof Truss (Full) 24 each ROOFTRUSSC Extra Items Gable End Roof Truss (Full) 2 each ROOFTRUSSG Valley Plate 2 x 6 x 14'-011 4 ea. N 0 O (� O � � r nI¢i Glulam Beam 5.125" x 19.5" x 24'- 0" 1 ea. L518191224FG = N ! Loco M Mono Common Roof Truss 1/2 18 each ROOFTRUSSMC 2x4x120 Interior Stud 175.417 each L241 CIS �- E - 'r ot50 }' Q �� 2x4x14 Studs 44.562 each L2414S o o 06 2x4x14 Studs(plates) 793.625 Inft L2414SP i cEoQ2 W Name QuantityUnit Code 2x6x12 Interior Stud 17.5 each L2612Y 0 = Uj 1x8 White Pine T&G 1 ,700.00 Inft L18WTGWB o E = � r 2x6x14 Studs (plates) 52.5 Inft L2614YP o _� ' i a 1. o 301b Felt (roll) 30.077 each RF30 �,' x o ICE 5/8 CDX Plywood 165.424 sheets SP58C MCD° Hi & Ridge-Rustic Redwood Bundle 3.954 each c� L>*,-, g (Bundle) c RST30RRHR w�co t 0 Z 0>_X- i Shingles-Rustic Redwood (bundle) 128.886 each RST30RR ¢ w b CL w a40 Starter Shingle-Bundle 3.255 each RSS w � X = _ r� ocjw VW W (n Z 1 J mpg CC W CC � N E LO M � Q O M i t` LL U_ } LLO = Zw O Z O O Cl) MODEL: LUZZZ W 20W ' O ca~nwwo �0 '' CUSTOM W DESIGNED BY: _ = JMG Q Z H (3p}C CHECKED BY: CC W < zW > MEL OF NFAi W F- w J U PLAN DATE: o. wy, y Q D = 0- = W 10/2/15 P s o LL m Q DELIVERY DATE: JO5 � U ~' �� Q 1 Z) F- k r- P',3 J••�k • Uj W O J Cn n $ i WQ JO Ito E., Iu �- �a x �GQ � ° F- Z 1504817 Q8932$ p�� _j n � Q PROJECT NUMBER CFESSION ��-2L /� Q O � W3: 00 z 7mlm SHEET NUMBER 11/23/2016 9:54 AM In U YZ m o LOG SIDING @GABLE END Z L am 0 ( J w o Z o _j (/) mi'c 3'o vj•o O O >,c �w °'tea Z 2 Qm•� E (no - I 12 12 € z W LL Q O m_ a_on c `° I NO BREAKS IN(2) LOG COURSES I z 0- J ` c °' o z-, 6 6 ABOVE GARAGE DOOR TYPICAL Q Q J Z c�`a o 'c Ila Ilf ,-. r L =QI— UQOD Z `•o.U`•(2C',C� Q JJ` � (Zd O Oa _ � _ o - _'dfOa f N f6 � UOU_ Od2w w=)cn• O Q L cc UO Op IMPORTANT NOTE O LU ALL LOGS ARE RANDOM LENGTH AND k ° LU MUST BE PRE-CUT PRIOR TO ASSEMBLY _� a � O 0000 =) � � ' Q y > c F T T U I`na �o, Evo, tu2yca U LovaEcu N J CD W E O (� caL /no � o � J Z Y ` (U L Y O� • CL U U 81 O Y �(Ca N C ._-� >O"O S CC 6 `O d 0 2 3 Q O, U U 'O N ''p STEPS TOGRAD E RAMP TO GRADE N o " (a - O CL 0 'OL CL 1 COURSE OF LOG SIDING - c •N c BY OTHERS BEYOND BY OTHERS BEYOND O ca o o ( ) (1)COURSE OF LOG SIDING �._ o In MOTE:FIELD VERIFY RAMP TO GRADE BY OTHERS NOTE:FIELD VERIFY U 9 .2:G NOTE:FIELD VERIFY L O Q C U GRADE CONDITIONS GRADE CONDITIONS GRADE CONDITIONS 1 .0 m Z3 O m._ NOTE:FIELD VERIFY o m c-`= c c 0 c' GRADE CONDITIONS y.c)' Q 0-to FRONT ELEVATION 1/4"=1f-off RIGHT ELEVATION 1/4"=V-0" s, W W= N J 11 0 U o LOG SIDING @ GABLE END O Z �.., OC ry W kr J w m 12 12 > NOTE:WINDOW AND DOOR SHOWN ARE FOR J D6 6 VISUAL EFFECT ONLY AND WILL CHANGE t' Q ACCORDING TO SLH CHOICE OF EACH. a N NO BREAKS IN(2)LOG COURSES c ABOVE DOOR OR WINDOW OPENINGS OO K W NOTE: STAGGER SEAMS ON w �,. o O c . co Of ALL ELEVATIONS EEll -- ® _ � r c y 3 0 d ` T FOR PROPER APPEARANCE O O rU o o_ cCLA O O o -.0 .2 n m>, � O I U� z �0'30 I Z A2 m - M C N O N I`a C > r O N Q t C i IV , L lCa n'U F Orr;•�t O a 3 L ll •CyVia N j,> (1)COURSE OF LOG SIDING STEPS TO GRADE �— 1 COURSE OF LOG SIDING Z E w.BY OTHERS BEYOND ( ) RAMPTO GRADE >, _ BY OTHERS BEYOND a a E o NOTE:FIELD VERIFY NOTE:FIELD VERIFY STEPS TO GRADE a i° /a �'m a NOTE: CONDITIONS NOTE:FIELD VERIFY GRADE CONDITIONS BY OTHERS NOTE:FIELD VERIFY a � N Y �d� GRADE CONDITIONS GRADE CONDITIONS E N h >to s Z WINDOW AND DOOR LOCATIONS j > cc t 0'0=y z MAY BE ALTERED ON SITE Z a 2 � 0 o o N c N 2'c mrU REAR ELEVATION { - 1/4"= 1'0., c e Tav >,cZ c LL. 0 '3L m Rw dcn m LEFT ELEVATION W `° ���� Q o L dM o cU c 2 Zac, mtuiaoi0~Cm 1/4"=V-0" o N > y `O '> V Y H O d 'C >'N E fv C C y O ca ymE� HrnO = L C N y U a Z C O O td i; N. t° N �ZU0 O. NOTE: r IN HIGH WIND LOCATIONS, 7/16" OSB J c ROOF SHEATHING WILL BE REPLACED0 z 00 W/5/8" CDX ROOF SHEATHING z LLZ LL r- 2X12 RIDGE BEAM m a cr. x 7/16"OSB ROOF SHEATHING a W/30#FELT TYPICAL m Q X w x w 12 m 2 12 ca Z I.- Z 6 2X10 RAFTER @ 16"O.C.TYPICAL ~ U L7 cc w W 6 ; a w w 0 � � o a 2X10 COLLAR TIES @ 16"O.C. w w � H 30 YR.ARCHITECTURAL SHINGLES l 10 1 U 1 U) F 2X6 RAFTER PLATE TYPICAL ao GARAGE DOOR HANGER(TYPICAL) '- 13 REFERENCE P(OINI ONLY 13 Qo QX Orn 12 12 w cn< ccN 11 01 (n 20s 11 - mw ww ff 1 � ff i0 ff I O Maj ECO 21-01' oC w 241-011 21-011 ' x �r 0o Q cr r U �� �cl- D Oo r cr O� r � T Q �� 7 � o 00 r S_` a CO 0c) r cq 5 � O W i � 5 ® Loo00 4 r J r` r / 4 O U 'y\\ �Q V (3)2X6 PT SILL PLATE 3 � `� 3 TYPICAL 2 �( 2 CL N z i MODEL: T F- 3 1/2"MIN.REINFORCED CONCRETEI t (1)COURSE LOG SIDING o W = SLAB AS PER LOCAL COIDES I TYPICAL T GENERAL ELEVATION NOTES: CUSTOM I K fo I DESIGNED BY: ALL EXTERIOR WOOD DOOR TRIM AND EXTERIOR JMG FIELD VERIFY FIELD VERIFY GRADE CONDITIONS GRADE CONDITIONS NON-RADIUS WOOD WINDOW TRIM TO BE CHEM EL 8" STEM WALL TYPICAL ED BY: v �� ��;�r� � PROVIDED BY SOUTHLAND LOG HOMES. �/ EXTERIOR TRIM FOR CLAD DOORS, O• W/N YO CLAD WINDOWS,AND ANY RADIUS WINDOW PLAN DATE: k COMPACTIED FILL&VAPOR Q`.�.\ a � .S0 �� TO BE PROVIDED BY OTHERS. 10/2/15 RIDGE VENT BY OTHERS. 4 DELIVERY DATE: BARRIER AS PER LOCAL CODES � �s.'s� 2 � REINFORCED CONTINUOUS REINFORCED CONTINUOUS '' Iz Uj 2115116 w c� CONCRETE FOUNDATION PER CONCRETE FOUNDATION PER <u� LOCAL CODE REQUIREMENTS LOCAL CODE REQUIREMENTS r6' Vit` E.. �Z GENERAL CONTRACTOR NOTES: 1504817 089325 �, A`YOFESS\ONP 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS PROJECT NUMBER 2��I L BEFORE BEGINNING CONSTRUCTION. TRANSVERSE SECTION 2.)REFER TO SOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER SCALE:3/8"=1'-0" INSTRUCTIONS. SHEET NUMBER 11/23/2016 9:54 AM Southold, NY 11971 _ .. ...., *•PR:v'm^i'^.Se+.µ.^9'^e^^v ., xF.®^. ....,.-.mvn?mew.vl....,..-..�r�.ormv—m'+..... _ .. .. •�A+.r. TR"^1R?^++iTT..- ..�.r-.,.-....-•'•f.w ,-.....�..�. :MS"'^^T^IS'A^M _ +mn.emvrn•Wn'f rvnfa..m..'y-.,,M•n+xs-v.w-v.•vr.^"AtT'-, %^'.m+m•afm+lem' iW'tx."*44A .. ... ^an'�.r••+«--'.»w^a.'t^•wn+w•n..ess, I� FOUNDATION PLAN KEY: } z -.F;o GENERAL FLOOR PLAN NOTES: W - - ;n mac; g o z DOOR SCHEDULE -' w t c a?o 8" MIN. FOUNDATION WALL 1 )DESIG ED FOR 5UNLESS1 PSF DEAD SE O D.ALL OTHER NOTED, ROOF LOADS AREO = Z z ii ja ja 2 �a 2 LL. Sot - 0 I W/2' FOOTING Created at 4:25 PM 8/17/2007 ROOF LOADS TO BE DETERMINED BY LOCAL Z W Q O m= L - - -I BUILDING CODES m O o L Z � wv �OamE MARK SIZE ROUGH OPENING TYPEQTY REMARKS PROVIDED BY Q Q Z = Y 6 za o-0'_ I — — — — — — — — — — — — — — — — — — — — — — — cO F 1 3-0 x 6-8 3-2 1/2 x 6-10 1/2 EXT 1 DOOR TYPE TO BE DETERMINED BY SLH Southland V Q = a)3 r'z i= °w a I (3)2X6 PT SILL PLATE I I a I 3 MIN. STEEL COLUMN 1 z Z _ �= .2 o (MIN.) -11 �1C� C7C) (� f7 -Ipp (A -ICnN WL �� ma� ao2 ° TYPICAL ( I (BASEMENT) pmm -DnF= i= ZF= z -U ° Oc -0r- 0po � O D Oau- 0cDt - _2' JAI I i ( L _J� mcn > mZz Z co cno o d I m = rrZrZ CC c M p (p W (n (D » O _ WINDOW SCHEDULE = mmm � � � � c � mmo � � rT- = WZ0 � oC N~ °o� Uoo acn O I I ( ) z 0 c - 0cn O m0 r -I - cn J o� I 3" MIN. STEEL COLUMN Created at 4:26 PM 8/17/2007 o _ - 0 � r Doo n O z3 • I w/ POINT LOAD ABOVE > - m000 0 � pmOm � jT oc I = � � i-n cn � c � z r X Z >> H " m � mD cn O -� , Oa- -i = P z 01 REINFORCED CONCRETE SLAB I L _J (BASEMENT) � o c-) r- m > -0 U - „ woo >, moo m z O I I I ) MIARK SIZE ROUGH OPENING YP QTY REMARKS PROVIDED BY o = !TI ° o ° Cn m D c o = ° O ° c w ¢ � I I AS PER LOCAL CODES I _ = mm -i > Wm m > - c) � p �n0cn7° -1 �' c I � •- A TO BE DETERMINED N/A N/A 1 WINDOW SIZE&TYPE TO BE DETERMINED BYSLH Southland m r -1 O M 0 M - z �, m m - -i (n c r -4 r .. ° aL o 7 3" MIN. STEEL COLUMN > mcm > -i -Ip > m -I00mOp m l ° o � a� - j� o01 I I (MIN.) m -I ,n � _ c� z zo „ cn m .. E , o " I I ® I LOAD ABOVE & SOLID BLOCKING > > r- � o � m � �pp �' z7° ? aLiy�LoE � -I (ngZr ° _ z y 0m0r HT1 v cn � 2 (n Q Z -iZr= r (nO -0mZ W O -ID -I o,�, coL ° E 83 O I BASEMENT O pFFi _ C'3 D_ O O co c rn ._ a> c LLOI 0n � :1l __j rOT. m0 > DD ? � aC, oo c�•- � ( I m m 0 -I m E .) cc c CO I I I 12 SQUARE CMU PIER GROUTED g > - - z m o CO > m ! = o ° o = 3 a � � r0 (� Zm 0 Z mm c - a` o � m -I mm2 r -r- z ac > > ° NOTE: I I I I (CRAWLSPACE) see detail sheet 6.1 m > _n (n D cn > m p m „ z ,� r z TI - Z L 9 0-- ar •- I 'v DIMENSIONS AND LOCATIONS OF I m m > m m p I ° � - ° ° a) N I I I L JF1 z > zZ m n r > Z > v' > ; = � �� L = v = N C m m z Ca c5 a U 09 12" SQUARE CMU PIER GROUTED _ Z m r > z r p " m = ) a c o 0 m OPENINGS MAY BE ADJUSTED ON SITE I D z m > �_ �, a� .. I I I I I w/ POINT LOAD ABOVE o m r r 0 m D y.m c o--Q' a�-__° cn -p,- - - - - - - - -{ - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - -A- L _J (CRAWLSPACE) see detail sheet 6.1 (v 0 z Z D r I � NI - - - - - - - - - - - - - - - - - - - - - - - I m r > I I I z r I I I F- -I 12" SQUARE CMU PIER GROUTED 0 r " 0 I I w/ POINT LOAD ABOVE & H wNNrvwc�. -�. o - " - - w " - rown� ww j a a a m o a o a o aob rnaaa o9 I I SOLID BLOCKING Z 00 - -00 oa '- QQoo � Q0000doa (CRAWLSPACE) see detail sheet 6.1 o a a a a @ @ � o- o- W bo O m _ I I p- I I-- rn rn � m °� J N I JT I I v 0 � � D LLU POINT LOAD FROM ABOVE - � o " m O n I o z NOTE: z N cts L- - - - - - - - - - - - - - - - - - - - - - - - I N a DIMENSIONS AND LOCATIONS OF m a JW . FOOTING SCHEDULE OPENINGS MAY BE ADJUSTED ON SITE = m - O z - - - - - - _ - - - _ I MARK MARK REINFORCING m p N a - - — — O z FO 2'-0"x 12"x CONT. 2#4 BARS CONTINUOUS -A- _ _ — _ _ _ _ — _ _ — _ - - _ _ — _ _ — _ _ _ _ _ — _ _ — _ _ — _ _ — _ _ _ -A- m r OQ 04 z '�(n � F1 2'-0"x 2'-0"x 8" 3#5 BARS EACH WAY - - - - - - - - - - - - - - - - - - - - - - - - - I -: (D 'v c > 0 Cn -0 cn -0 cn -0 Cn m N ao Co W F2 3'-0"x 3'-0"x 18" 5#5 BARS EACH WAY o cq o Z o m r = r = r =, r c c x M mi O = 1 — jTj — O — O — O — � > ! _ m m 00 2'-5" 8'-0" 3'-6" 8'-0° 2'-5" F3 2'-0"x 3'-0"x 18" #5 BARS @ 6"O.C. 0 J o w z m — Z O z O Z O z O O� W CArW � 0 � 0g0 �I LL O O Z Z Z - C C 24'-4" F4 3'0"x 5'0"x 18" #5 BARS @ 6"O.C. w O O O q >=i >=i >q > O 00 c as c= _ C « o ° CO 0z0zOz0 z = " O- Z Z Z p p p p p 7f] ai w c an d F5 3'0"x 8'0"x 18" #5 BARS @ 6"O.C. cn cn cn m T m m m z y 2 °:c w $ w cu c c cDo -0m -0M -0m -0 m m c •-- 0 c p W » » » > > �7 o c �3at; F6 4'-0"x4'-0"x24" 7#5 BARS EACH WAY -n -n m m m _ m o__ c COL L z r r rZ =iZ =iZ =I2 =1 > � oa � oo3o E FOUNDATION PLAN o Z c o yy� ` yU)T F7 2'-6"x 2'-6"x 15" 3#5 BARS EACH WAY O O O r r r r p p >� �a o 732 ` L v I m m = i m .. rniM rn co cn c °� QNmCar > F8 T-6"x 3'-6"x 24" 6#5 BARS EACH WAY � c c c 1 O w W O N O D W m m� CL V 1/4"=V-0" (v z z Z > ,- D N > > ' O c°i s F9 2'-9"x 2'-9"x 18" 4#5 LONGITUDINAL BARS m o 0 e' ,° O c Y rn 3- o m 3#5 LONGITUDINAL BARS& 2 > JD _ \ W cf)c r2 m (n Z °a E y n c o 1� 3'-0"x 1'0"x Cont. O O D +' c c m c E E " 1 #5 TRANSVERSELY @ 24"oc ENGINEERED HEADER BY OTHERS -< -< 11 4'-9"x 4'-9"x 2'-6" 10#5 BARS EACH WAY REQUIRED IF(1)LARGE DOOR IS USED m W T W Q cu m A d AND CENTER SUPPORT IS REMOVED Z z z O p O O a �' iv L �a2'"a� 1� 4'-6"x 4'-6"x 2'-3" 9#5 BARS EACH WAY -i 0 0 O 0 o ca as w «~ L Eww_ tZ 2 ROWS OF 7 3 m m m J > R r c°i a H� 1� 5'-9"x 5'-9"x 2'-10" O O O O O 73 = m 7f7 Q m 3 m ° c° m O #5 BARS EACH WAY O O O 6'-3" 11'-6" 6'-3" m m m o 0 0 0 Z o 0,°' `° - o L8i (2)ROWS OF(6) > > > 0 0 0 0 z m a n y a 3 31 1� 5'0"x 5' 0"x 2'6" -n #5 BARS EACH WAY " 24-0 z z z z > z z ILL � '�� ,- >w 0.) G) G) G) p p 0 p f N - >,c c W a c1ui rnmin aO- o>.o cU c ROOF FRAMING @ MAIN ROOF-ROOF SLOPE 6:12 r r r L d d c y - 2x10 RAFTERS @ 16"O.C. r r r r `o `0 d r. c T� E - 2x10 CEILING JOISTS @ 16"O.C. FLOOR PLAN Z -` Z o, — w — CO oo Nm (n j v � cc,_ y FO o azazoZazaza » oo as f° `° E « m 50 -ia -I -i -ia -i -I -` as Y yN - - 0r_Z - x12 RIDGE BOARD m m � m � m mem@mre) - 2x6 RAFTER PLATES 1/4"=1'0" _ @ m m m m m m a m G) @ (g� o 02 ; ca s o ca - 2x4 OVERHANG BRACING rn K °= K °= rn K °= K °= K °-- OR (n 0 w m v Co a v 2 m u o a m _ m O m O m _ m O m O m O m - 7/16"O.S.B.ROOF SHEATHING p O p z p z p 0 p z p z p Z m r- = N o - 30#ROOFING FELT D Z D z — > n m o m ---jM � m ->im � m2m � � kFzz, mmmzmzmmmzmzmz � Gm Z (n -I (n -1 W z m -I (n � (n --I m p O Z tic -icmcmc -Icmcmcm > n. �-ov � M M � -o � > L I`O > 0 .>-j0 � 0 > 0 __j0 -Dj0 � Z mp U. (p NOTE: � -Im m m � mmmmmmo zo, > n m 0 0 rn p p 0 p 0 i ❑ (n IN HIGH WIND LOCATIONS, 7/16 OSB m m m m m > Q - - - - - - - - - - ® - - - - - - - ROOF SHEATHING WILL IBE REPLACED D Z Z D z z z D K a X - - - - - - - - - - - -- - - - - - - - - - - W/5/8 CDXROOF SHEATHING Zp p p pz p p p m X —� - - - - - - - - - - - - - - - - - - - - I Q w X m =71] - - - - - - - - - - -- - - - - - - - - - — Material List foraPromotionalStockadeGara a °� z z —� — — — — — — — — — — — Item Code Description U/M QTY Required w o } w W C66YRFFG 6x6 SYP ROUND /FLAT LOGS LF 1 ,100.00 a > > o Q S6Y SIDING SYP FOR 6" LOGS EA 32 w W 0 W - - - - - - - - - - - - - - - - - - - - - �- HC58 5/8" PLYWOOD CLIPS BX 1 0 . cn - - - - - - - - - - HCST CAULK, SOUTHLAND TAN 2001 CS 8 HD6 6" WOOD DOWLS EA 120 HEWS2000 EXTERIOR WOOD GUARD PL 2 I , C)M - - - n z - - - - - HF10G SILL FLASHING, GALV 10 EA 2 ax ocq W (nQ =N -� - - - - - - - - - - - - - - - - - - - - �- HHT HURRICANE TIES BX 1 EI LoN W� H09 9" LOGHOGS (SCREWS) EA 4 ° CoT -A- - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - -A- RF30 30 LB FELT RL 8 � x �� Q� I �� Oco -- - - - - - - - - - - �� pM co SP58C 5/8 CDX ROOF DECKING & GABLE END UNDERLAYMENT EA 36 ;� ° mr - - - - - - - - - - - - - - - - - - - - - - - L16YFB 1x6 #2 & BTR YELLOW PINE WINDOW & DOOR BUCKS LF 30 ®a CO 00 mo �m L18WTGWB 1 x8 WHITE PINE T&G SOFFIT MATERIAL LF 308 o L2414S 2x4x14 KD SPF #2 OVERHANG BRACING & GABLE FRAMING EA 62 - - - - - - - - - - - -- - - - - - - - - - - L2614Y 2x6x14 #2 YELLOW PINE RAFTER PLATES EA 6 -� L21024Y 2x10x24 SYP COLLAR TIES EA 20 MODEL: L21018Y 2x10x18 KD #2 YELLOW PINE RAFTERS EA 40 ,��®o CUSTOM DESIGNED BY: _ _ __j L21216Y 2x12x16 KD #2 YELLOW PINE RIDGE EA 2JMG L268T 2x6x8 P.T. KD #1 SYP SILL PLATE EA 38 r a CHECKED BY: " MEL RSS SHINGLES STARTER BDL 2 i PLAN DATE: RST30 SHINGLE TAMKO 30 RUSTIC EA 28 10/2/15 RST30HR SHINGLE TAMKO 30 RUSTIC HIP AND RIDGE EA 1 Aq �as32g , ;;,.1(' DELIVERY DATE: DAS30620M 3068 6 PANEL 20 MIN FIRE DOOR EA 1 °FEss�o�f3/15/16 STYLE AND SIZE TO BE DETERMINED BYSLH GENERAL CONTRACTOR NOTES: WC2032 20x32 CLAD SINGLE WINDOW EA 1 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS a 15 0481 7 STYLE AND SIZE TO BE DETERMINED BYSLH BEFORE BEGINNING CONSTRUCTION. PR N BER Created 1/13/09 ROOF FRAMING PLAN 2,REFER TO TION MSOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER 2ml INSTRUCTIONS. 1/4"=1'0" SHEET NUMBER 11/23/2016 9:54 AM Southold, NY 11971 . ._� r za mom Z5 >,Z�Qaa) LOG STACKING (Refer to Detail 2-4) J r2-Er c.0-2= U 1. IMPORTANT NOTE!Logs cannot be placed directly on masonry stem TYPICAL HORIZONTAL JOINT- 4 O Z) Z o ; o a,w a) 6x6 RIF z = C N =O STEP BY STEP INSTRUCTIONS FOR THE wall. (3)pressure treated (PT) 2x6 sill plate must be installed before you APPLY z D- Q (D 0 Y 0 � CONSTRUCTION OF YOUR 24X24 CUSTOM GARAGE. SOUTHLAND TAN NOT TO SCALE W J o ZE a = )-� SOUTHIAND TAN CAULK(d J `N O�� ay- begln the log Wall. ALLCOURSES JOINTS, 9'LOG HOG FASTENERS Z (p vs a7 0 a) N p1 OTION OF O FINISH.T TO Q Q J Z C` .(n JCZ Before starting any construction please read through all instructions first 2. To insure alignment with the anchor bolts place each section of PT 2x6 APPLICATION OF Ye TOOL COUNTERSUNK 114' (l , CAULK TO 34P WIDTH IN ++ � v Q � a 3 m� N O �Q HORIZONTAL JOINTS 1 SECTION Q Z = a) �,Z c c W and familiarize yourself with the plans and construction details provided. lumber over the area where it is to be secured to the stem wall. Using a 0 ~ Q � d•--' o-o W'o _ `= o= m --•off 0- W LL. o ( �wI'_22= �1 SLH also recommends that you check your local building codes for any mallet, hammer the board over each anchor bolt hard enough to dimple 76 C) 0:= o 0 a) �,c� 0 Z5 the underside of the board. i o~U s 0 J N � � U J special requirements. Especially in high wind, heavy snow load and 3. Once location of anchor bolt is determined you may drill a 1"diameter hole seismic areas. EXTERIOR FOOTING-MASONRY lb BLOCK for the bolt to go though. This will allow for some alignment to be made WHEN ENCOUNTERING ~� � BOWED LOGS THAT `I NOT TO SCALE before sill plate is secured. CANNOT BE DRAWN DOWN 1 C V = y C C SITE PREPARATION: 8 USING THE NORMAL E O SCREW PATTERN, C C- •> I 4. ADDITIONAL LOG HOG us 0 m m 1. Clear all debris, trees and shrubs from the construction site. Make sure to ONLY FILL CAVITIES WHERE a" #4 REBAR VERTICAL @ SIDE VIEw ED.3eFASTENERSMUSCRE L W CZ f check for an roots stems from nearby trees that may disturb the REBAR EXTENDS INTO as"o.c.MIN.14"INTO STEM useD.3le'x&•ucscREws W/WASHERS CAN ALSO BE ' �• O, CUL O E U 3 USED TO PULL DOWN � 0 aY t to +-• N +.. C a) I Y Y Y Y STEM WALL WALL A) For poured concrete stem wall; apply (2)continuous beads LOGS. THE NED UMBER o Z -11, 0 a).3 y 0 y foundation in the future. 2 COURSES CBS STEM ON THE SEVERITY OF THE C C O o c - -o 0 WALL CONCRETE SLAB: of construction adhesive to the top of the stem Wall, BOW AGSSH SHOULD BE THE E a cu o 2. If there is any doubt to the Vocation of underground utilities have a licensed MIN.3-1/2'CONCRETE SLABwl D.C.,OFLG CENTERU EITHER SIDE UAGSSHOULGHT r � .5 c > 2 �:':.: ;•:. ',.. �� OF LOG CENTERDNE SEQUENTIALLY TIGHTENED �' O �" C � > 3 U E sxsw.w.M. approximately 1 and 3"back from outside edge c � o (D o E 3 C- ..'.. UNTIL THE LOG IS Q• S �•" PROPERLYSET.ONCE THE ? ` � 5 O -O t C .0 company come out and verify the location before any excavation is :r: 1/2"EXPANSION JOINT respectively. Place PT 2x6 sill plate over anchor bolt and EXTERIOR DRAIN: ¢ ;•Y;.:'• MATERIAL @WALL LONSTAL LENOUGH O C a3 Started. APPROVED FILTER MEMBRANE STANDARD LOG HOGS TO O o�'- o o 0 VAPOR BARRIER INSTALL ENOUGH I 0 0 No c as OVER CLEAN GRAVEL OR align with edge of stem Wall. HOLD THE ALIGNMENT, m 0 e' v o UJ _'. MIN.4"CLEAN GRANULAR - - -.-.-.-.-.-.-.- - THEN REMOVE THE uc y Ta n c 00 3. Layout the exact location of your foundation by using batter boards as CRUSHED STONE(MAX 314')TO N • ' FILL B) For masonry block wall;once sill plate is in place and SCREWS. j o 0 CO C _ 0 WITHIN 8"OF FINISHED GRADE io :: *•• described in your SLH Cornstruction Manual, pg. 1-12. AND SURROUNDING :•-• TO W cn U) c 20 aligned properly, use a washer and nut provided with S a N 's DRAIN,MIN.10" ;:::' ,..:• as 2 c v a) > •' anchor bolt to secure sill plate to stem wall. SET EXTERIOR DRAIN MIN. ; .'.: :.•.•. ...,.'..:.. .:.'..:..•.,:,..:.,. FOUNDATION (Refer to Detail 1 a& 1 b) 2"FROM FOOTING AND 2" ABOVE GRADE •,' 1. Excavate area for poured concrete footing. A' Since all logs for your garage are random length, SLH highly recommends that LOG WALL: TYPICAL STOCKADE 3 �• '. .:'.'..`�.:'; CORNER " 6x6 KILN DRIED SOUTHERN YELLOW 2. Footing must be laced bellow frost line and at least 12"below rade. �:: 1 : ��`�: you carefully layout and pre-cut each log wall on the ground before you begin PINE OR EASTERN WHITE PINE wAJ" g p g GRAVEL •' •' :'' • LOG HOG FASTENERS COUNTERSUNK 114' NOT TO SCALE 3. Footing must be reinforced with (2) continuous horizontal#4 rebar and (1) ';:; :� Construction. This will allow you to determine joint locations, window and door W ]]C"J APPLY 1/4"BEAD OF SOUTHLAND TANlocations as well as any cuts that may need to be made before logs are secured CAULK AT ALL COURSES AND BUTT fr OF L0 #4 rebar with hook must be placed vertically every 48"on center and JOINTS,ON EXTERIORPPoORTO LLUNDISTURBED NATURAL SOIL APPLICATIONOFFINISH.TOOLCAULK extend a minimum of 14"In1t0 the Stem Wall. OR ENGINEERED FILL POUREDCONCRE OOTIN : into place. This is a good time to check the manufacturers specifications for TO318'WIDTHINHORIZONTALJOINTS CAULK o LL (2)#4 REBAR V j 4.O 4. Soil bearing pressure is assumed to be 2000 PSF. If soil conditions are C IRC403.1: EXTERIOR FOOTINGS rough openings for your door and window. Time spent on this preparation will Z \ SHALL EXTEND BELOW THE 0 found to be less than the assumed contact a local structural engineer fora FROST LINE UNLESS greatly reduce your chances of encountering a problem as your walls are put into _� _ _` I. - _�� ) J W r/1 reevaluation of the foundation plan. AGAINSTOTHERWFROSTSE HEAVE. d _ V J . AGAINST FROST HEAVE. place. _ ,J � co 0 a FOOTING DIMENSIONS: EXTERIOR FOOTINGS SHALL BE 5. Construct and secure the wood forms into place for the concrete footing. A: MIN.2"PER CODE,4'TYP.,MAX PLACED @ LEAST 12"BELOW DowEL �Q 6. Mix and our concrete according to concrete manufacturers specifications. EQUAL ro"B" GRADE. Log Hogs O p g �� LN B: 8"TYP.,6"MIN.PER CODE;REFER TO 7. Allow concrete to cure for 24 hours before removing forms, and allow an NOTE: REINFORCING OF CMU OR POURED CONCRETE Base Logs: I FOUNDATION PLAN 00 WALLS MAY VARY DUE TO DEPTH OF UNBALANCED FILL JOFLOG PLAN VIEW additional 24 hours before construction Starts. TO BE RETAINED,EXISTING SOILANDGROUNDWATER 5. The centerline of the logs will be placed 2" in from the outer edge of the X C: MIN.12";REFER TO FOUNDATIONIT STD,EXTENSION PLAN;FOOTING WIDTHS SHALL BE CONDITIONS,AND SEISMIC ZONE. PER IRC 403 FOR sill late. co SEISMIC REINFORCING,STEM WALLS SHALL BE PROVIDED p BASED ON THE LOAD-BEARING VALUE ( I I w/A MINIMUM OF(1)#4 BAR WITHIN THE TOP 12"OF THE OF THESOILORSHALLBEDESIGNEDIN 6. To find the centerline of the log measure 2 13/16"from the flat side of the I DOWEL •? c -- o STEM WALL (refer to Detail 1 a& 1 b) ACCORDANCE w/ACCEPTED WALL,(1)#4 @ THE BOTTOM OF THE FOOTING,AND(1)#4 c L BAR,48"O.C.w/STD.HOOK&EXTENDING 14'MIN.INTO :.. rn m • a ENGINEERING PRACTICE. log and make a pencil mark. Then using a carpenter's square extend the I ,; 0 c C d 1. IMPORTANT NOTE! You must determine the location and the size of STEM WALL. line down to the bottom of the log. U) c .. c 5 y N ..•C "- "" N m 9 ( � o c Y 3 0 �d o your door openings before constructing the stem wall. The size and 7. To mark the location on the sill plate snap a chalk line 2" in from the outer 3 c� d; ' location of the doorways shown on the plans you received maybe o d C� a 2 d T edge of the sill plate. I I I c 4) °Nam y 10 C customized on site by the customer. 8. After you have marked the sill plate and the centerline of each base log c 4) a):- a a 2. Height of the stem wall may vary due to different depth requirements for begin setting each log into place making sure to align them with the caulk E� U) H a'_ 0 the footing. line. Z E E E ii 5 v E U)c V L c o 3. Stem wall must be a minirTnum of 8"thick. Q - H 9. Start at the doorway and work counterclockwise making sure all openings LocwALL BASE COURSE TOSUBFLOOR- 2 J 1° c � ?'�a� 4. Stem wall must extend 12"'-16"above garage floor slab to allow for proper 6x6R0UND/FLAT T t �">) 6x6 KILN DRIED SOUTHERN YELLOW w E are Correctly placed. PINE OR EASTERN WHITE PINE wA' ! � �- E y y� rn L Z I I OG HOG FASTENERS COUNTERSUNK 1/4' NOT TO SCALE a) -E 0 N y garage door height. J 'O ° y 10.When you reach a corner, Refer to Detail 3. The buttjoint will alternate a CL L V o o 76 Z 5. Stem wall maybe constructed using poured concrete or 8'x8"x16" CMU nCAULKPPLY TALL OFSOUTHNDBUTLAND N 65a" Q w °sp a c o H course by course. cauLKAralcouRsesANDBurr EXTERIOR PRIOR TO i Z O rn g!.2 - O V AP PLICATION NOFF FINISH.TOOLALK f 2 block. 11.After you layout your base log cou rse you can make sure your wall is To3APWIDTHINHORIZONTAL JOINTS 6x6 F '7.0 ca �'a7 N~ 4) 6. If using poured concrete tlhe stem wall maybe poured at the same time as straight by hammering in a nail at each end of the wall and stretching a FLAT INSIDE FACE i c >.a,0>.c z c I ROUND I FIAT MAY VARY,DO ( O co a)'O u,-'5)0•p) LOG NOT USE AS I U) UO N 41 v"a a V c the footing. string between them. REFERENCE FOR m a) a) d I 7. If using masonry block wait for footing to properly cure before continuing PLACEMENT H o` ` U) 3 12.Once you are satisfied that the base course is straight move the logs back �, o=.-2: .,a •` 1c T c T~ O 4)'a d ._ fn E construction. from the chalk line and apply(2)continuous beads of construction L c ._ m o 8. Masonry block should be stacked with joints staggered and cavities filled I �OFLOG I �OFLOG j « 0 rno ,►. N E w O C Z N adhesive. They should be approximately 1"and 3" from the edge of the o o `-' a o where#4 rebar extends from footing. sill plate. l 0 Cn o.-a 2 R U I] a I I i- 9. IMPORTANT NOTE! Be sure to double check your stem wall is plumb, 13.Now set your logs back into place over the adhesive and check to make square and level. Any variations now may cause problems in log stacking la sure the are square and level. I J Z 00 EXTERIOR FOOTING-CONCRETE Y q 213/16 z1a•1s• � 0 0�0 later. NOT TO SCALE 14.When the base logs are in their final position toenail them together with(2) Z LL r, 10• ITANCHOR BOLT ALL THE WAY Z LL^ 16d galvanized nails to tighten each joint and corner. Be careful not to THROUGH CENTER OF LOG 'M � ) A) For poured concrete stem wall;before concrete hardens 8" #4 REBAR VERTICAL @ cause any log movement while doing this. 6'LQGSIDING 6'LOGSIDING ? 0 (n 48"o.c.MIN.14'INTO STEM ' Q push in 1/2"' diameter x 12"long anchor bolts @ 3'-0"on WALL 15.Using the Log HogTM fasteners and socket provided screw base logs to sill center with a maximum of 6" from ends of wall. Leave POURED CONCRETE STEM =I= ANCHORBOLTBASEL G ; X INTO BASE LOG Q WALL plates malting sure the heads of the fastener are countersunk just below _ _ X approximately 6"of the anchor bolt exposed above the MI CONCRETE 2 2 ) � X `.•�:.:':;Z`.•: MIN.3-112"CONCRETE SLAB wl the surface of the log. � oc 6x6 W.W.M. s Q W X stem wall. (Refer to Detail2) :c: 1/2'EXPANSION JOINT 16.Typical spacing for the Log HogTM fasteners is 2 @ each butt joint and m m EXTERIOR DRAIN: MATERIAL @ WALL POURED CONCRETE STEM WALL MASONRY BLOCK STEM WALL B) For masornry block stem wall;before mortar hardens push APPROVED FILTER MEMBRANE '• VAPOR BARRIER comer,and then 3'-0"on center altered from side to side. (Refer to Details °� Z W z OVER CLEAN GRAVEL OR LU MIN.4"CLEAN GRANULAR in Y2"diam eter x 12" long anchor bolts @ 6'-0" on center CRUSHEDSTONE(MAX 3/4")TO to +' • '' : FILL 4&5) o TYPICA686 RFOI� 5 I-- 0 - W with a maximum of 12"from ends of wall. Leave WITHIN 8"OF FINISHED GRADE *.• WALL FOR HIGHWINDAREAS W W AND SURROUNDING4"EXTERIOR TIGHTEN BUTT JOINTLSBBYYTOENALINGLOGS a >- >- Lu DRAIN,MIN.10" `• ' approximately 6"of the anchor bolt exposed above the TOGETHER wI(2)16d GALV.NA LS(BY OWNER) NOT TO SCALE :... :.: FASTENw/(2)LOG HOG FASTENERS, � Q SET EXTERIOR DRAIN MIN. :.:..':•: ••. .: LocHEN J J U stem wall (Refer to Detail 2) "F 0 0I AND 2" MINIM4FASTENING .. EACH END COUNTERSUNK 114' ~ W 2 R MFO TNG ;'; 2a'LOG ORLESS-4LOG HOG5;2EACH ENO 17. Be sure to alternate sides as you fasten down the log to insure a tight DRILL V OW HOLE x 6"APPROx.,CENTERED ON 24'-72'LOG-6 LOG HOGS;2 EACH END ABOVE GRADE ''•�,'•' '''`� '''' BUTT JOINT,FILL 114 W/CAULK,INSERT 718- LU UJI OVER 72'LOG;2 LOG HOGS EACH END&BETWEEN@(SEE 0 0 U U) even fit. DIAMETER DOWEL SUPPLIED IN PACKAGE NOTE)O.C.STAGGERED 11. You may have to fill in sections of the masonry block as necessary to �;:.:::.;. f-gym:: 18.Now you must install dowel pins at all butt joints and corners. To do this CID allow for placement of anchor bolts. (Refer to Detail 2) ;:,:;:._: BEE NGT 3" 3' SEE NOT cp GRAVEL drill a 1"diameter hole approximately 6" deep (depth of one log course) 12. Follow manufacturers instructions on curing time for mortar before MAx M co and fill 1/4 to 1/3 with caulk. Hand press dowel into each hole so that the ¢o continuing construction. .-.-.-.-.-.-• -.-.-.-.-•-- UNDOREN N NATURALSOIL POURED CONCRETE FOOTING: top Is just below the surface Of the log. QX Orn 13. Exterior of stem wall and footing must be covered with an approved filter OR ENGINEERED FILL W i �! w Z)L¢ ccN (2)#4 REBAR OI P EW �U C IRC 403.1: EXTERIOR FOOTINGS -5 Ln OD W membrane and backfilled with clean gravel or crushed stone. SHALL EXTEND BELOW THE ') LO >O Important Note: Dowels must be installed properly or the warranty will be (2)LOG HOGS ARE REQUIRED AT EACH END AND THEREAFTER O 14.An exterior drain at least 4" in diameter must also be placed a minimum of FROST LINE UNLESS r�7�I EVERY(SEE NOTE)O.C.ALTERNATING EACH SIDE OF THE CENTER .c x � � OTHERWISE PROTECTED Voided. GROOVE. , * rrr111 LO p� 2"from footing and minilmum of 2"above undisturbed natural soil. FOOTING DIMENSIONS: AGAINST FROST HEAVE. NOTE: rpl�' �o0 Q- STAGGER LOG HOGS AS SHOWN.SPACING TO BE AS SHOWN IN • � U' �� 000 EXTERIOR FOOTINGS SHALL BE WND LOAD ENGINEERING'OR"STRUCTURAL SPECS'BUT NO A: MIN.2"PER CODE,4"TYP.,MAX PLACED @ LEAST I2"BELOW GREATER THAN 24'O.C.FOR 90 MPH AND ABOVE WIND SPEED. 0 0� ph0� CONCRETE SLAB (Refer 10 Detail l EOUALTO"B" GRADE. Log Walls" BETWEEN BUTT JOINTS ®'' CpOo Cp ( ) B: 8"TYP.,6"MIN.PER CODE;REFER TO NOTE: REINFORCING OF CMU OR POURED CONCRETE 1. The remainingI courses follow a similar installation method to the base ; r`m 1. Backfill the interior of the f(Dundation until it is approximately 20"below top FOUNDATION PLAN WALLS MAY VARY DUE TO DEPTH OF UNBALANCED FILL 0 of stem wall. Be sure that fill meets or exceeds the assumed soil bearing C: MIN.12";REFER TO FOUNDATION TO BE RETAINED,EXISTING SOIL AND GROUND WATER course. °- CONDITIONS,AND SEISMIC ZONE. PER IRC 403 FOR BASEPLAND NTINGWIDTHSSHALLBE SEISMIC REINFORCING,STEM WALLS SHALL BE PROVIDED 2. At the corners the logs should extend 12"beyond centerline of the to BASED ON THE LOAD-BEARING VALUE og Y g pressure of 2000 PSF. OF THE SOIL OR SHALL BE DESIGNED IN w/A MINIMUM OF(1)#4 BAR WITHIN THE TOP 12'OF THE 2. Place 4"clean granular fill with vapor barrier on top. ACCORDANCEw/ACCEPTED WALL,(1)#4 @ THE BOTTOM OF THE FOOTING,AND(1)#4 it crosses. (Refer to Detail 3) MODEL: ENGINEERING PRACTICE. BAR,48"O.C.w/STD.HOOK&EXTENDING 14"MIN.INTO 3. Mix and pour your slab according to manufacturers instructions ata STEM WALL. 3. Be sure to check that each course of logs is level and plumb as you SIDEVIEW CUSTOM proceed. minimum of 3 1/2"thick with) 6"x 6" welded wire mesh. DESIGNED BY: 4. Use door and window bucks to frame your openings as reach them. J MG 4. Leave 1/2"expansion joint at stem wall. 5. Allow slab to cure according to the manufacturers specifications. 5. You may not have a butt joint in the logs directly over a door or window CHECKEDBY:BY. opening for the (2)courses above the opening. PLAN DATE: 6. Butt joints should be kept staggered at least 2'0"apart. (Refer to Detail 5) 10/2/15 FOUNDATION OPTION 7. Your completed log walls should be 13 courses high and extend 6'-1 1/8" pF rl�w DELIVERY DATE: It maybe possible to constrruct your footing, stem wall and slab at the I r. Please consult a local contractor in above your sill plate. P�o� D•�HSS �O s3/15/16 ame time by doing them as a single you evc our area to see If this is an option at your building site. v 02 j Y p For additional information on constructing your log wall,please consult your SLH �2 GENERAL CONTRACTOR NOTES: 1504817 1� j. w Construction Manual. Although it does not reference this type of garage „s1 � t Z 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS PROJECT NUM ZN a BEFORE BEGINNING CONSTRUCTION. specifically,it contains many helpful hints and tips that will help you avoid possible problems. The section for assembling log walls begins on page 4-3. ,o oP932$ � 2.)REFER TO SOUTHLAND LOG HOMES' ROFESSIONP CONSTRUCTION MANUAL FOR FURTHER . INSTRUCTIONS. /! SHEET NUMBER 11/23/2016 9:54 AM Southold, NY 11971 U _ o mo 0 Z V�Z 0)-d i w J w.c �M?o:5 o Z Z LL Q C'3 $Y `°00)w LU J O Q)-0 -=M->,N LOG SIDING @ FRAMED GABLE 6 Z 0 rn rn (0 O c E END WALL I Q a J Z`Y -� La o-0 r F- U JQo2)o �o �Q ^ _ � NOTTOSCALE IIJ = N= 3 C Z C W o� I O 8- �•-0 p g � O � U U F- 2 2= 2 E C�C W wom�t 00 m mQ G C,H` t p 0 O ReftDetail 7-9 N ROOF FRAMING eroea U J 14p ( ) WALL FRAMING: y� O i STUDS @ 16 O.C.wl DOUBLE TOP + I PLATE,SINGLE SILL PLATE. 1. To begin roof framing locate the 2x6 rafter plates and 2x12 ridge board in LOG SIDING OVER BUILDING FELT PAPER EXTERIOR TRIM: L your kit. Cut to length to match the log walls. Mark rafter plates and ridge AND 7I16'OSBWALL APPLY CAULK AGAINST 6"FLAT CASING PROVIDED TYPICAL WINDOW OPENING IN Y 2 c SHEATHING INTERIOR FINISH 1x2 INTO DADO KERF ON STANDARD WOOD LOG WALL 40 RR 9 w a Y 75 o 0 board with a pencil @ 16" on centers. This is the spacing for the rafters. AND INSULATION (CUT ON SITE) WINDOWS ONLY.FOR = _ U) > OPTIONAL CLAD WINDOWS, NOT TO SCALE � � v E N a1 �' vi 2. Center the rafter plates over the (log wall and secure with 16d nails spaced 3" EXTERIOR TRIM IS BY 3118° o E 10'FLASHING CAULK ABOVE AND MA OWNER. MAx L E co.� at 16"on center, staggered. Thelse rafter plates only need to be on the left �L°W V WINDOW AND DOOR C a- 3 � oz and right side walls. The front and ear wall will be framed with 2x4's later N � 0 Y a � � oa> cLa v ' aa000 � o � on for the gable ends. LOG WALL I o.2 8 v c 2 > v 9 i E ...=- ?: U=2 = .2 1? o a� o L 3 a 1 . It is always best to follow manufacturers specifications when installing any �[ 0> � N 3. Use temporary framing and/or bracing to hold ridge board in place _ _ o.S; ca :E a c: :E cu d' above the rafter plate) you can determine the proper door or window. J - = N w ( p ) y 1x2 DADO KERF o ` o o 1x2 DADO KERF ROUGH OPENINGrlx6 CUT ON SITE 1 � o� (CUT ON SITE) a U � :n = o placement for the cuts in the rafters. You will need to cut a notch where 2. It is important that you determine the size of the rough opening needed for GHOG I _ 'N p ASTENERS cq a,'a = = o a? a the rafter meets the sill plate,commonly called a bird's mouth,and you will FLASH AROUND SID wl4MIL LOG OPENING WIDTH o = N c c ours ecific door and window durin the la out rocess before &UNDERTRIMwl4MIL _ co cc 0 a Y p g Y p POLY VISQUEEN OR 301b. need to make a straight cut where the rafter meets the ridge board so they BUILDINGFELT(BYOWNER) TERIORTRIM o o construction of the walls is started. I (BY OWNER) 4; canbecured firmly together. I e sy CUT 45*,1'DEEP KERF,APPLY 4. Another cut will be made to flatten the top corner of the rafter where it 3. The bucks for the door and window can also help align logs during SOUTHLAND TAN CAULK, GAP WILL VARY BASED ON LOG INSERT ALUMINUM DRIP CAP PROFILE&WINDOW/DOOR TYPE; a' (BY OWNER)INTO KERF& construction b framing the openings and being temporarily supported in FILL w/LOOSE INSULATION meets the ridge board. The flat area created by this cut cannot exceed 2". Y gg p Y pp CAULK TOP OF DRIP CAP fAGAINST LOG FACE INTERIOR TRIM(BY W (Refer to Detail 9) TYPICAL COLLARTIE 7 place. Making sure they are plumb and square. OWNER) w I 5. It is important that you have the ridge board centered and at the correct CONNECTIONS SHIM 1N NOT TO SCALE SPACE 2x8 TOP BUCK height before making any cuts ini the rafters. V 0 CONGRATULATIONS! You have now completed construction of your Custom 2X BUCKS PROVIDED LOG OPENING a O 6. Once you have cut(1) rafter for each side of the ridge board and checked �' u- WINDOW JAMB I BY OTHERS(TYP.) HEIGHT: Z \ rr to make sure they fit securely. You can then use those rafters as a Garage from Southland Log Homes. @HEAD z WHENFIELD TACKARIFY w W ^ template to cut the remaining rafters. z WHEN STACKING -� v J RAFTER(SEE o LOGS. ADJUST AS " NEEDED BY I ~Q RIG RANFORSIZE z qoF OOF FRAMING1x6 WINDOW STOOL CHANGING BUCK N a 7. IMPORTANT NOTE! Do not remove temporary framing or bracing for &SPACING RAFTER It it important to remember that before undertaking any project of this type you (BY OWNER) O o THICKNESS OR BY COLLAR TIE(SEE 2x4 SILL BLOCKING NOTCHING INTO I04 ridge board until collar ties have been installed. ROOF FRAMING PLAN I WINDOWSILL (BY OWNER) i OJ FOR SIZELOG 8. Secure all rafters in place using (2) 16d nails,you can then secure the / understand all the skills, materials and knowledge required to complete the 2x8 BOTTOM BUCK E cn 00 16d NAILS PER / 00 � project safe) and properly. Please take the time to familiarize ourself with the 1x6 EXTERIOR OWNER) € X collar ties into position with (3) 16d nails per connection. (Refer to Detail 7) /� p 1 Y P p Y Y (BY OWNER) ; 1C k 9. Check the 'Transverse Section--A"on sheet 1.1 for correct collar tie _, steps outlined here as well as the plans and details for your garage. For further INTERIOR TRIM(BY height. / -� °TI infoirmation you can refer to the Southland Log Homes Construction Manual FLASH UNDER SILL LAR OWNER) I: o 0 c 10.Once collar ties are in lace you can take down the temporary framing or / SECTION A-2 BEHIND TRIM w14MIL - / ca CO LAARRne 301b.BUILDING FELT y c :N a' p Y p Y g A POLY VISQUEEN OR :_� c o y bracing for the ridge board. CONNECTIQN a U) >,3 0 w NOTE USE NAILED CONNECTION WHEN (BY OWNER) ij o 0 0•c 0 a; 11.The front and rear gable end framing uses conventional 2x4 framing to COLLAR TIES ARE ATTACHED TO EACH c . RAFTER PAIR MAX.24'O.C. ) •3 '�•- y L Er V�'` d 3 3 C I frame the opening and then use 7/16"OSB sheathing covered with 30# s M N(n - T is >" N V1 (D '♦, N O N i 0 N > ! felt paper to enclose it. (Refer to Detail 6) i' CO N U),�`N N W'4 i C i 0L R C.0 ' 12. Use galvanized or aluminum naiils to fasten the log siding to the 't a 5 i j a ' g � i sheathin Z E �m E E °'LL 13.Apply a consistent bead of exterior grade caulking on top of the log wall 3 course and beginning of siding. CL E y �Y Z moo > i 14.Use a 10" aluminum flashing at the bottom of the log siding with caulking ROOF FRAMING: ROOFING(BY OWNER) TYPICAL SAVE OVERHANG: 8 � � y L N 0•C y� W t V C tl1= l6 30b.ROOFING FELT. CONVENTIONAL ROOF w a s C �- o U)above and below. Z o cp �' o " o u 7/16'0813 ROOF SHEATHING TO RAFTERS W/8d NAILS(BY OWNER) NOT TO SCALE C- @ 6'O.C.@ EDGES&INTERMEDIATE SUPPORT.USE PANEL L y y y U) 3 .-. 15.The 7/16"OSB roof sheathing can now be set into place. CLIPS UNSUPPORTED EDGES.PROVIDE 118'SPACING BETWEEN PANELS. APPLY CAULK AGAINST TYPICAL DOOR OPENING IN c Ya N 16.Lay the sheathing so that the long axis is perpendicular with the rafters. RAFTERS(SEE ROOF FRAMING PLAN FOR 81ZE AND SPACING) 1x2 INTO DADO KERF LOG WALL 41 RR o T a� = ZO c 17.Remember to stagger joints as you go to the next layer up and secure FASTENED IN HIGH WIND PLATE MICZO NAILS(BY OWNER) (CUT ON SITE) a O rn �",, o c C-) c TOENA&ED.IN HIGH WIND OR SEISMIC ZONES,USE APPROVED NOT TO SCALE 44) o c io...i yy RAFTER CLIPS(SIMPSN H3 OR EQ.),EACH RAFTER 12 3" 2 15/16" y O d 14 > 7 L t 7/16"hurricane ties where the next sheet will make a connection. FASTEN CEILING JOIST TO RAFTER W/(3)16d NAILS(BY OWNER)& 4 ILAx M N O =-. 0 TOENAIL TO PLATE w/(3)16d NAILS(BY OWNER}IN HIGH WIND OR 18.Attach the sheathing with plywood adhesive and 8d galvanized common SEISMK:ZNES,USEAPPROVEDRAFTER CLIPS(SIMPSNH3OR 2X BUCKS PROVIDED c t0;ad T c T1- 0 EQ.),EACH JOIST. BY OTHERS(TYP.) c0 m r N rn O nails, space 6"on center at the edges and 10"on center on the interior of MIN.,FOR c , rn m Z 0 E 1a d ca- mo 0 AIRFLOW 0 N a'6 A.,m V C3 Q VE the sheet. Please refer to Nailing Schedule on sheet 2.1. INSULATION 1 19.Be sure to leave a gap at the ridge for ridge vent to be supplied by others SOLID BLOCKING WOR INSULATION BAFFLE 1x2 DADO KERF 1x2 DADO KERF r (BY OWNER) I (CUT ON SITE) ROUGH OPENING (CUT ON SITE) J Z O and applied later. 20.After sheathing is secured you can begin applying the 30#roof felt. GDTTER(BYOWNER) Z O FLASH AROUND SIDE BUCKS LOG HOG Z O h 14 21.Follow the manufacturers instructions and local codes for applying the felt &UNDERTRIM R30Ib. FASTENERS 1x6 INTERIOR TRIM Z D h POLY VISQUEEN OR 30b. LL paper in Our area. BUILDING FELT(BY OWNER) (BY OWNER) 0 paP Y Y I � CENTER 2x6 RAFTER RATE LOVER LOG WALL OG WALL WITH FASTENN RAILS BY CUT SOUTHDLAND TAN CAULK, GAP WILL VARY BASED ON LOG , X OWNER@ 16'Q.C., INSERT ALUMINUM DRIP CAP PROFILE&WINDOW I DOOR TYPE; aX FINISHING TOUCHES STAGGERED (BY OWNER)INTO KERF& FILL wl LOOSE INSULATION } m X P OF CAP 1. The last steps to take to seal in your garage are caulking, set window and CAULKTONSTLOG FACE INTERIOR TRIM X AGAINST LOG FACE (BY OWNER) Q W X EAVE OVERHANG door,and apply Southland's Exterior Finish to protect the logs. EN CLOSEUNDERSIDIT(BYORQVED } m EXT.GRADE SOFFR(BY OWNER). SPACE 2x8 TOP BUCK ,; m ~ =) COVER EDGE OF SHEATHING&RAFTER 2. The window and door you receive should be installed according to w FASCIA(BYOWNER).DRIP CAP Z LL z BETWEEN ROOFING&UNDERLAYMENT ijLU 0= Q _ U) @ EDGE OF ROOF TO GUTTER IS 2X BUCKS PROVIDED ;? W manufacturers specifications. Please note the size of the rough openings RECOMMENDED.PROVIDE MIN.1' CONTINUOUS VENTILATION THROUGH I BY OTHERS(TYP.) W W needed for the door and windovwbefore you begin your log wall FASCIA OR SOFFIT DOORJAMB@ a cc o LOG OPENING HEIGHT: construction. TYPICAL RIDGE CONNECTION: 9 HEAD UJ STACKNGILO S. ! ] D O LLI Z FIELD Q ROOFFRAMING: CONVENTIONAL ROOF o ADJUST AS NEEDED L Lu W 3. The tan colored caulking is provided as part of the materials you received ROOFING(BY OWNER). NOT TO SCALE BY CHANGING BUCK D D U (0 301bTHICKNESS OR BY .ROOFING FELT PROVIDED TO COVER NOTCHING INTO LOG for your garage. SHEATHING. NOMINAL 1W DEEP RIDGE BOARD w/ DOORSILL I CONCRETE SLAB 4. The caulking should be applied fusing the manufacturers instructions on 7I,6.OSBROOF SHEATHING TO RAFTERS wl6d NOMINAL&DEEP RAFTER00 NAILS(BY OWNER)@ 6'O.C.@EDGES 8 12 BY OTHERS INTERMEDIATE SUPPORT.USE PANEL CUPS @ 4. I (gyp the package,and should be lied before an sealers or wood stains are UNSUPPORTEDEDGES.PROVIDE IIB SPACING p g app) Y BETWEEN PANELS. � T used. RAFTERS(SEE ROOF FRAMING PLAN FOR SIZE Q CD AND SPACING)FASTENED TO RIDGE BOARD wl Z Q X OCT) 5. All seams between logs and all jioints should be caulked to seal them (3)8d NAILS(BY OW.I"NOMENAILED.RIDGE BOARD SHALL BE MIN.1'NOMINAL THICKNESS 8 NOT LESS IN DEPTH THAN THE CUT END OF THE 4 Lf)00 W �Q crN tightly. SPECIFIC MATERIAL).RAFTER(SEE IN HI H WIND OR SEISMIC �U- TERIAL LISTS FOR NOT ZONES,USE APPROVED RAFTER CUPS ' Ln N > 6. You may want to practice in a hidden area to sharpen your technique (SIMPSON H3 OR EQ),EACH RAFTER. O LO-r-- CC I r ° MLO m2 r " x r visible areas. 2•MAX ' , 1 Lnr ¢m before you complete the more 000 lease refer to our SLH Construction 1�+ C)o m� 7. For more information on caulking p y ins"OSB SHEATHING WI � p �o� m� 12 30#FELT PAPER e �y Co CO N X Manual,page 4-17. 4 D C; `J Loo 8. The exterior wood preservative(provided will help to seal and maintain f O your logs. 9. For best results apply(1) heavy coat on dry su rface. 10.When hanging your garage doors it maybe necessary to hang the garge " MODEL: door rails from one of the rafters or the collar ties depending on the size i CUSTOM OF NEw /SVV O O� DESIGNED BY: door you decide on. Jr `�� ( JMG CHECKED BY: LIJ MELw PLAN DATE: 10/2/15 p 089;28 DELIVERY DATE: ROFESS\OHP /�2`/CD l GENERAL CONTRACTOR NOTES: 1504817 04Q ii v 1.)CONTRACTOR TO VERIFY ALL DIMENSIONS I BEFORE BEGINNING CONSTRUCTION. r PR ECT NUMBER 'Y 2.)REFER TO SOUTHLAND LOG HOMES' CONSTRUCTION MANUAL FOR FURTHER ■ INSTRUCTIONS. 2 SHEET NUMBER 11/23/2016 9:54 AM Southold, NY 11971