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Home My WebLink About30769-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32595 Date: 09/13/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 630 WABASSO ST SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 3 Lot 64 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2004 pursuant to which Building Permit No. 30769-Z dated NOVEMBER 12, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED DECKING AS APPLIED FOR. The certificate is issued to ROBERT & ANDREA MOHR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0136 07/11/0 ELECTRICAL CERTIFICATE NO. 2091606 03/20/06 PLUMBERS CERTIFICATION DATED 07/19/07 CUTCHOGUE PLUMB.&HEATING r A horized Signature Rev. 1/81 Form No.6 - TOWN OF SOUTHOLD BUILDING DEPARTMENT TO" HALL FEB 2 3 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANrY —J This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00, Commercial $15.00 / Date. /-r.G OPo ✓ New Construction: Old or Pre-existing Building: (check one) Location of Property: G yd 44116&S56ST CS'O u 2h 0 lqr /197 House No. Street Hamlet Owner or Owners of Property: Awe,- 14p oW? Suffolk County Tax Map No 1000, Section 78 Block 03 Lot G Subdivision _ Filed Map. Lot: Permit No. B 7 bl Date of Penuit. //IdOdl Applicant: ';Z66,e2T j,Ald AV?, Health Dept. Approval: _ Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ oZr Applicant Signature c a ��a5 95 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30769 Z Date NOVEMBER 12 , 2004 Permission is hereby granted to : ROBERT & ANDREA MOHR 545 WABASSO ST SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 630 WABASSO ST SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 064 pursuant to application dated NOVEMBER 1, 2004 and approved by the Building Inspector to expire on MAY 12 , 2006 . Fee $ 499 . 80 CIL —, Aut 'riz ORIGINAL Rev. 5/8/02 O NNNNNNNNcNNNNNNNNNNNNN OCC CSU BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5S 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 S ALAN HUBBARD ELEC. BOB MOHR � P.O. BOX 2241 630 WABASSO STREET S5 26 CLOVER PLACE SOUTHOLD, NY 1971 5 c7 AQUEBOGUE, NY 11931, 5 c� Located at 630 WABASSO STREET SOUTHOLD, NY 11971 5 Application Number: 2091606 Certificate Number: 2091606 S Section. Block: Lot: Building Permit: BDC: ns11 c5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 GSU Basement,First Floor, Second Floor,Detached Garage,Outside, eS A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 20th March,2006. 5 Name 2 Rate Rating Circuit Type 5 Ij Miscellaneous rSa house&detached garage 5 5 Alarm and Emergency Equipment 5 (� Sensor 2 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke 5 Appliances and Accessories L+ SFurnace 1 0 Oil e7 5 Range 1 0 50 Amps rS 5 Dish Washer 1 0 1.2 KW S Panels r5 1 100 5 y Wiring and Devices 5 5 Receptacle 17 0 General Purpose S 5 Switch 40 0 General Purpose 5 5 Fixture 19 0 Incandescent 5 55 Paddle Fan 5 0 5 5 Receptacle ]0 0 GFCI seal —IC �5 Continued on Next Page 1 of 2 5 I� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 t7NNNNNNNNNNNNcPNNNN N N N NNNNNNN NNN l7 7dPL3ffi3'PL-PfflPL3PC'WLJ BY THIS CERTIFICATE OF COMPLIANCE THE YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 5 �5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 �5 5 ALAN HUBBARD ELEC. BOB MOHRP.O. BOX 2241 630 WABASSO 5 55 26 CLOVER PLACE SOUTHOLD, NY 1971T S 5 AQUEBOGUE, NY 11931, 5 C5 Located at 630 WABASSO STREET SOUTHOLD, NY 11971 Application Number: 2091606 Certificate Number: 2091606 5 Section: Block: Lot: Building Permit: BDC: ns11 dd5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Detached Garage,Outside, 5 C55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S U herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 20th March,2006. 5 Name QTY Rate Rating Circuit Type 5 5 5 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 seal 5 S2 of 2 c5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 Xao Z Fax (516)765-1623 Town Hall, 53095 Main Road w err Telephone(516)765-1802 P. O. Box 1179 G Southold, New Yont 11971 tea° OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N r/ DATE: Building Permit No. <i — Owner: IRObeetr Td9zR"" (please print) �F Plumber : rI Cvt�� (please print) I certify that the solder used in the water supply system contains less than 2/14 of It lead. lumbers Signature) Sworn to before me thisYS3E�Aif1 /9 '� day of � 19 :1dG7 No.324%3345 Ygt BNotary Public, 44 i__ A _ County Mark K. Schwartz, AIA —Architect, PLLC •�,Ns P.O.Box 933 Phone:(631)734-4185 •� CuMhogue,New York 11935 Fax:(631)734-2110 August 28,2007 Southold Town Building Department I i 5 Main Road Southold, New York 11971 � 0 Re: Mohr House 630 Wabasso Street Southold,New York Permit#30769 To Whom This May Concern: I have been on site the aforementioned site during the construction phase to inspect the rough plumbing, pressure test for the new piping, pvc waste and vent pipes and insulation work. The rough plumbing and insulation installation, to the best of my knowledge,have been completed as per plans and the work meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, 40 ff \ Mark4 Jl h MohrBuildmghn pectCert FROM MdrkSchwartz,AlA-Architect PHONE NO. : 6317342110 Sep. 09 2007 09:00AM P3 Mark K. Schwartz, AIA -Architect, PLLC • P.O.Box 933 phage(631)734-4185... Cubdwgue,Naw York 11935 Fax(631)734-2110" June 26,2006 SFP � Q ` Southold Town Building Department Main Road Southold,New York 11971 Re: Mohr Property 630 Wabasso Street Southold,New York Bid a Permit#30769 To Whom This May Concern: I reviewed the project framing/strapping during the construction phase. To the best of my knowledge, the framing, strapping and connections have been completed as per plans and meet or exceed the New York State code reqs. Please call this office if you have any questions or require additional information. Very truly yours, • w Mark Schwartz mdubldgDwa doc 09-10-2007 07:30 SOUTHOLD BUILDING DEPT 16317659502 PAGE3 Mark K. Schwartz, AIA —Architect, PLLC P.O.Box 933 Phone:(631)734-4185 I;Aki� Cutchogue,New York 11935 Fax:(631)734-4185 December 14, 2004 Southold Town Building Department Main Road Southold, New York 11971 15 100,1 Re: Mohr Property 630 W abasso Street Southold, New York Bldg Permit#30769&30794 To Whom This May Concern: Due to the current delay with the Building Department inspection scheduling, the Owners and the General Contractor of the aforementioned project have asked me to complete the foundation inspections to avoid project delays. I have been back to the site and inspected the poured concrete footings, par¢eted walls and damproofing at the aforementioned property. This work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, ¢;FoLo An�;�, N. h.� `1NSC v �� v a t" All Mark Schwartz Mohrl.doc SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR �o��,OF SOUTyp6 36 -7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTIO REMARKS: - o DATE bb INSPECTOR �.�OF SOUIy� 3ti76 � Z �® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` L9- � �• DATE �� INSPECTOR- 3o�(Q 1 ho�,�OFSOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST , [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ) FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ G•�P�-•O•,- o� lam. a� DATE �S /3- 6 INSPECTOR ``' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FN DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 'f REMARKS: cw DATE ` INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: olvo ' Wea a� q DATE 1�-- / 0 INSPECTOR FOUNDATION (2ND) ROUGH �[I INSULATION STATE ENERGY CODE NWW�ll IN WN rte. ►•. , . A W - ��=• ADDITIONAL • • VIV i � TOWN (W SO- 'HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING Ell RTMENT 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 2 q Survey www. northfork.net/Southold/ PERMIT NO. 36 7 ! 2 Check Septic Form N.Y.S.D.E.C. Trustees Examined // /li 20 Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20--,.§ Building Ins ecto 200Q APPLICATION FOR BUILDING PERMIT Date (Jet° ey 20-924— --- - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 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) orra (Mailing address of applicant) AIYhq State whether applicant i owner lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �meer T �orf2 Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which��e�will : Ort;70cl / House Number Street Hamlet Y County Tax Map No. 1000 Section •r7,fBlock 0-S Lot! Subdivision Filed Map No. Lot (Narne) 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed vont tion: a. Existing use and occupancy (//��,g,✓7 -,o?4'^ b. Intended use and occupancy /LQfoex �g ��9e9iry• 3. Nature of work(check which applicable): New Building '�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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front c3A Rear L5-q Depth Y Height Z4 Number of Stories / 9. Size of lot: Front /i�, UCl Rear // a Depth 490AS 10. Date of Purchase l.r Name of Former Owner Ae`ell ove /1AV *.-y1,SoA1 11. Zone or use district in which premises are situatedt 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_� 13. Will lot be re-graded?YES Il*'NO Will excess fill be removed from premises? YES�NO_ 14.Names of Owner of premises�92r,,'VQ ie Addresses-Y Ll�r4r4SS!! j'/i�One No. ;74-610-5�7o`f Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) IVO ffrt–.—AUQi°,e/being duly swom, deposes and says that Whe is the applicant (Name of individual signing contract) above named, (S)He is the Q t 11#Q i (Contractor, Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Swo S+before day f�me this q�yl iZ.go. 20_Q�i Nolarytublic Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC,State of New ft No.01D04634870 Qualified in Suffolk County Commission Expires September 30,2.'tj-�o BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 11 l 12/04 APPLICANT: DATE SUBMITTED: II / /04 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: �_, LOT: SUBDIVISION: ADDRESS: 00ah SSy &-. CIT'rSr(U() ZONING DISTRICT: CONFORMING? Flo BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED_4POA NOTES: Xn LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.( nonconforming at anytime after 7/1/83 REQ. LOT SIZE: SACT. LOT SIZE: REQ. LOT COV. SACT. LOT COV. ✓ REQ. FRONT PROP. FRONT ✓ REQ SIDE ,o l ACT. SIDE-4..,"" REQ. REAR PROP. REAR— RE . HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: %? ARCHITECT/EbffMNBER: sSrtii. �Z WATER FRONT? //o DESCRIPTION: PANEL # FLOOD ZONE: .X BULKHEAD? -- DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT�or NO, (BED#): 4 DTE: io 1,&1 '4 PERMIT 6 TOWN SEPTIC RECEIP10or N SEPTIC CERTIFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES ofT0 DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o _ DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES oflM DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2� or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: - SF SECOND FLOOR: SF OTHER: SF 1NIT OTHER TOTAL TOTAL: o SF FEE FEE FEE _SF)- ( SF) SF X$ Q=$J��{�( +$ 7 +$ _$ I 1 ( SF)- ( SF)= SFX$ =$ +$ +$ =$ ( SF)- ( SF)= SFX $ =$ +$ +$ =$ FINAL TOTAL: $ Zi?? NEW-YORK NATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD: Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE) CHAIN OF TITLE PROVING SINGLE AND SEPARATE OWNERSHIP CIS Abstract Inc . certifies to the Town of Southold that it has made a search of the public records in Office of the Clerk of the County of Suffolk and the results are as follows : SUBJECT PARCEL: District 1000 Section 078 . 00 Block 03 . 00 Lot 064 . 000 As of 1982 title found in: Edna Antonison by deed from Willard H. Schilling dated Oct . 14, 1971 recorded in Liber 7028 cp 554 (Note : Covers property herein and more. ) Transferred to: The Edna Antonison Trust by deed dated Dec . 17, 1996 recorded in Liber 11807 cp 466 Transferred to: Robert Mohr & Andrea Mohr by deed dated Oct . 29, 1999 in Liber 12013 cp 5 LAST OWNER OF RECORD: Robert Mohr & Andrea Mohr PREMISES ADJACENT TO NORTH: District 1000 Section 078 . 00 Block 03 . 00 Lot 049 . 000 As of 1982 title found in: Willard H. Schilling by deed from Georig H. Wickham & Claretta S, Wickham, H&W dated Jan. 15, 1962 recorded in Liber 5118 cp 144 Transferred to : Willard Schilling Trust U/A dated May 14, 1990 by deed dated Sept . 6, 1990 recorded in Liber 11180 cp 59 Certi as an accurate abstract of the records of the of Count C _ PHYLi_IS v COLUCCI e n s e A n g e l i s NOTARY PUBLIC State of New York Sworn to efore me Nov_ember 9, 2004 No.O1CC6017530 Qualified in Suffolk Countyl� Cotnmlesion Expires 121141,2�,� 1019 Fort Sa R a , Nd port, New York 11768 www.titieny.com 1-888-TITLENY 631-754-8486 fax: 754-8764 Transferred to: Kenneth M. Burns, III & Lisa Burns, H&W by deed dated April 19, 2000 recorded in Liber 12038 cp 390 LAST OWNER OF RECORD: Kenneth M. Burns, III & Lisa Burns, H&W PREMISES ADJACENT TO SOUTH: District 1000 Section 078 . 00 Block 03 . 00 Lot 046 . 000 As of 1982 title found in: William Albro & Agnes Albro, H&W by deed from Founders Homes Inc . dated Dec . 20, 1976 recorded in Liber 8169 cp 456 Nothing else found. LAST OWNER OF RECORD: William Albro & Agnes Albro, H&W PREMISES ADJACENT TO EAST: District 1000 Section 078 . 00 Block 03 . 00 Lot 048 . 000 As of 1982 title found in: Arthur Antonison & Edna S . Antonison, H&W by deed from Arthur Antonison dated Oct . 14, 1971 recorded in Liber 7028 cp 552 Transferred to: Donald J. Annino & Sandra W. Annino, H&W by deed dated Nov. 15, 1999 recorded in Liber 12003 cp 640 LAST OWNER OF RECORD: Donald J. Annino & Sandra W. Annino, H&W PREMISES ADJACENT TO WEST: Wabasso Street Certified as an accurate abstract of the records of the PHYL.x'�v, ::ULUCCI i s DeAngelis NOTARY PUBLIC State of New York Sworn to before me Nove , 20'004`(�JQ NO-01CO6017530 rC �� Co Olaliffad cion in Suffopims 1 County sicn ExPi2s 12/14/_„��,G 1019 Fort Salonga Ro d, No hport, New York 11768 www.titieny.com 1-888-TITLENY 631-754-8486 fax: 754-8764 ---------------------------------------------------------------- CIS Abstract Inc . in consideration of the payment of its charges certifies against all loss or damage which the parties to who this report is Certified by reason of its failure to accurately report the information herein. CIS Abstract Inc . limit of liability is acknowledged by the parties to be $2 , 500 . 00 CIS Abstract Inc . charges must be paid prior to any claim being made . CIS SS-04-101535 1019 Fort Salonga Road, Northport, New York 11768 www.titieny.com 1-888-TITLENY 631-754-8486 fax: 754-8764 4V ROOF VENT ROOF EL J 4 ATTIC RATH ji4 1112 1114 1112 11u 11/4 3 SHOWER SH WER SECOND FLOOR t 1!4 3 3 3 11/4 C. 1 C.O. KITrHFN RATH 1 j 3• 1114 4 1112 1114 4 3 F.A.I. D W SIN SH WER FIRST FLOOR C.01Z 1 114 t Li 3 2 RACFMFNj' 11/4 1114 4 W.M SIN BAS EkfE14T A. C.OI 1112 t1n - 9 c- al H USE TO APROVED SEPTIC SYSTEM y TRAP 1 y (� • M �v D 1:r� PLUMBING SCHEMATIC 0 _ ,��y N.T.S. k /y Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 11/01/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Mohr, Robert T. 545 Wabasso Street Southold, NY 11971 Clerk ID: JOYCEW Internal ID:101531 J' HERITAGEHearone WOOD STOVE PO Box 1069, Morrisville, VT 05661 802-888-5232 rl ` HearthStone announces the return of the Heritage wood stove with the side loading door.The Heritage Non-Cat uses soapstone tiles for soothing,radiant heating,and the side loading door allows you to S stoke the fire with logs up to 20 inches long.This mid-size stove uses the latest non-catalytic technol- ogy and has the lowest emissions in Hearthstone's Ph line of non-catalytic wood stove. FEATURES AND BENEFITS •Unique side load feature allows for convenient loading x •Primary air circulates over the large ceramic glass ti keeping it clean for optimal fire viewing •Single air control regulates air flow and rate of bum •Non-catalytic technology use secondary air tubes for a cleaner burn without the maintenance of a catalytic combustor •Soapstone body absorbs heat and releases it gently over time Removable ash drawer for easy ash disposal Approved for mobile home installation with outside air adaptor,double wall connector and spark arrester Rear Heat Shield-Allows for reduced clearances to combustibles Outside Air Adaptor-Uses outside air for combustion Blower Fan-150 cfm thermostatically controlled blower fan for additional heat circulation .r ��,Olttt BTUs/hr. Maximum Log Length: 20" DIMENSIONS __..,. .1.,1.; vp w a hours Stove Pipe Size: 6" Meat Life: Up to 12 hours Heating Area:Up to 2,000 sq.ft.* z]. Efficiency: 68% Stone Finish: Polished Grey Soapstone d„ Is" Particulate Emissions: 2.3 grams/hr. ONLY Firebox Capacity: 2.03 cu.ft.,44 lbs. Castings Finish: Almond, Black, Brown, ❑ of wood Green,Navy Porcelain Enamel&Black Matte oa :1' 6. CLEARANCES TO COMBUSTIBLES 18 ICU' 16" Front Door: Loading Door: '• 20" x 14" 10"x12" lo• IB' I 16" +J ., "Actual heating area varies based upon many faclors. Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename: C:\ProgmmFiles\Chock\MECchock\A4ohrHouse.cck TITLE:Mohr House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 09/28/04 DATE OF PLANS: 09-28-04 PROJECT INFORMATION: Mohr House Wabasso Street ; Ap'5A Southold,New York ` yVN S COMPANY INFORMATION: ; Mark K. Schwartz,AIA-Architect,PLLC -T P.O.Box 933 Cutchogue,New York 11935 COMPLIANCE:Passes 14 Maximum UA=210 Your Home= 183 12.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1024 29.0 0.0 36 Wall 1: Log: 8"Diameter Logs 996 10.0 39 Window 1: Wood Frame,Double Pane 156 0.330 51 Door 1: Solid 42 0.500 21 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 768 19.0 0.0 36 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. i 'J y Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runout s Circulating Mains and Runouts Temperature(F) U1)to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System 1M Ran&c F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:09/28/04 TITLE:Mohr House Bldg. I Dept. I Use I I Ceilings: [ 1 1. Ceiling 1: Cathedral Ceiling(no attic),R-29.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Log: 8"Diameter Logs,R-10.0 cavity insulation Comments: I Windows: [ ] 1 1. Window 1: Wood Frame,Double Pane,U-factor:0.330 For windows without labeled U-factors,describe features: 1 #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.500 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Tmss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I 1 Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I 1 Vapor Retarder. [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] 1 Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ 1 I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ 1 Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systema: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% i of the heating energy is from nondepletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. HIAkIATI-IA' S PATH Su2VEY of DESGR\$ED PROPERTY AT _ SoLTHQt�D (LAUGHINC� 1c1ATER) �Nm O TOW I.i 43FI 'lSC?LITI FOI D + O SUFFOLK coumTy, "%t LANA N/F LISA A. �_ KEPIPIE'TN M. BUiLnls� (Q AREA = 14�8�1 15F t 2 N• 840 21' E . 1 3O 00 ELEVATIOt.1S IPI ASSUMED DATUM W FW cN. LX . FG. 0.5!1.1 tiff f� LOPlEC R 40 k W w Ptd 1 ' N 'p t5•k Q TEST HOLE 3 Coo + I2.2' — 6' 24' wFR. Q, UI 6 -10-D4 Et. lS.o S 6P a SND YI -/ DARK BROWN F4 -- tin BAND)' LOgM5JU O •^ SAND CSM)PALE 6ROWwJ V 8 n O �) u- F02?IZR16AEON USED 9AI.JD O(SP)DQ . 3c� / �� , Jz.z. 3 9.8 0 r� 11J M Fe. WATER I PA Le N S CP �IV'� d SFIFD 1J BROWN FtNC TO MED. SAND J O Q 1 (5 P) - P12oP. D1LJ�. S ti N WL. � O � �-• 0 N -2.o eetiTaeL I .s )/! .may'^ M- TH t C W % 1� � fSP(.1 a`L'L,R JFRV)CL:S 7 'n 4� n -o ,-i .., U/ 3.z' f� 1 ^I D e .1 KrORA AF 44 3 4 SWITCN f' " , -' NATE U• d 9 PC d A ° �1a W P2o� o N 0PRLE 13A 2 J 1 J v i✓I : * p ,i ._ a til tiiV j m (18.0 (A IBES IU c Yl:nR� t.J;v,')h1 .A�OFAROVAL ly' �� :I N 6 5. 840 21' ltJ. 13S. aj2 ff�° I j f r 11 0 LAPID Pl/F ArSKIES c �lIILLIAM ALF'>Ro ! J -�l r 17�u HL_L _ C_W LOCtu NG CA STING LISA Mc(�`[j LK (To GRADE FII.IISH En GRADE \b MIN EL. Ip. B Unauthorized alteration or addition to this survey is a violation of section 7209 o(the New York ��_ LAS D SU ZV Ey I MG IQ Y,—r---�h—fi- 1 nM X State Education law. Copies of this survey map not bearing the Land Surveyors inked or embossed PI ---' ----5 —'>_-_— E� 13.g 2—I 4 ZAST N AIN HJT seal is not considered to be a true valid copy. Distances shown from property lines to existing 7cH, structures me for as specific u g y... 1z„ P'T EAST ISLIF' fly 11-730 pe purpose and use and are not intended to aide in the erection of fences or , I B"; I T '� S� S C p other structures. Certification indicated hereon shall run only to the person for whom the survey is 1OOe GAL ST I �_ FL 8.8 the3 GNO WATER, EL.S.B cz, - 211 - 3CoOS prepared and on his behalf,to the company or agencies listed hereon and to the assignees o(rve =-_ _— --- —_--____ __ --__ ('%rlende 9 institution. Certifications are not transferable to additional institutions or subsequent SGA LE : 1 " : 20' owners. gy cTEl✓' P2 DFILE (NTS) t3oti ' r)ATE : SEPT. S-1, I�)C)ej B- le+ -o4 �1ob hlo. 1041 - ��j NIA\cJA-rIAA' S PATH SURVEY of DE SCR\gED PROpERTy AT WATER) +P Q TW►� oI OF OTLD SU140 + Q LAl.lp NL /F 15A A . e KE1�II.►E�H M. BIIKWSME SI.JFFOL.IK COUM7 y, Ny � m 01 2 n N• 84' l' AREA -- 14,8 1 SF t 130 . Op ELE�/AT101�IS I" ASSUMED DATU1-► F * cN. L/G . p�. o,5•S r.l pipe pN7 ZOt�lEO iZ 4o IU3 N � t5•`� r- Q 42.2' m FR. �_ TEST HOLE sH ED et -o4 SL. \S.O �///� DAlzl< olzowN !L. 'T U' � CON N � 0 � SANOy LogM (oL) )4S BROYIN SILTY SANp (s M) SL. TFz Ay-IS-r PALE BROwrJ EXISTING WELL USED FINE To MED. FOR 12R16 orI L-Y SAi,iD (SP) ngrthl � �� PU RPoSES oNLy, 3� Q 42.1 ra.z' 7 - sL6 I+1 FR. vm SHED Q J WATER IN PALE 3 Too MF-P " FINE I M ED. SAND (s P) IeeEG d O Q `l . ee"t lzeL •W' J (f � J U' Ovq LVE J w " G v j 3.2' 30 F0 r APR 1 1 ' ►n o CON[ . it 't _ t r7 ---� POLE CO\ptE OF p ETHG•Ii�, t LLl m Q * o P6 1.0 Z e4e 21' kJ. 1 �2 Pae' j LA/.1D N/F AGNlES s WILLIAM ALBFLc� D -Vr rO SLI)_`L _ LW LOCIU N6 CASTw,I r,• To GRADE FINISHED GRADE LISA M�Q111 LK �I MIN EL. Ig 8 Unauthorized alteration or addition to this survey is a violation of section 7209 of the New York 1'MAX LA►�1 D SU 1ZVEy 11.IG State Education law. Copies of this survey map not bearing the land Surveyors inked or embossed - -- seal is not considered to be a mucpurpose valid copy. Distances shown from property lines to existing PITCH._ EL, 13-g 2-14 EAST MAIN ST. structures are foss specific u p �� g '/4": Iz" Pltew-+ ' pi p rndic and use and arc not Intended to guide in the erection of fences or 'le"; is" (3' 4> CP EAST 1 SL l P (J-Y 11-7 30 other red and n Certification indicated hereon shall ran only to the person for whom the survey is )000 GAL ST — E L. 6.8 prepared and of his behalf,to the company or agencies listed hereon and to the assignees of the a• GND w ATE R e L.S.8 lending institutioovvrl� n. Certifications are not transferable to additional institutions or subsequent SA'J LTAQ� Sy5TE1,.l P2DFIL� CNZS� UNP. C011,45T. : 12- 22-o¢ SCALE : sak4 B- 1ej-o¢ (DATE : SEPT. 21 lojoJa� • Su2vEY ot= N 1AWATNA' S PATH pESGR\8ED PROPERTY AT S4c>1JTHOLD (LAUGHWoG VJATER) Tow1.i of SOUT►}oLD M O I SUFFOLK GOUM-", 1J`� + LAND N/F L-15A A . KEt-Ar,AE-TH M. BURI.ISML 5. C .T M. , 1000 - -18 - 03- 64 ; ° AREA o 147g�1 SF ' I ELEVATtotilS 1N ASSUMED DATUM t � '► N. 84" 2l• E . l 30 . oo fNo p6 . o .5'�r-1 ,IIa LOPIEC TZQ'O a Q rift � — �" , 3-� -N � o- �,, m 15•a li' m r a 1- 0 f dl3 —v L}2. 0-7 79 U Q TEST HOLE Npi a. Q. � e, - t0-04 EL. \S.o , Z 4- Lo sHeD DARK BXNJ !Lne, . J �� .y- �, G •,� ,— yJ 7.9 {1 sANor �oAM >4.s { - y K -' -2 G\W IY - u 5 .� UBROY,IN 31LTY EL. y O 7- 1n d �= QLi._J J- Z SAND (9M) 11.0 Q 1 m r N 3 w 11 P Q �F� �. 3I wioTE °' PALE BRo�u wJ 3 LPL ; m T J m J EX15TIN6 WELL USED FwE To MED. \ \ V�pV' I - FoR IRRt6ATION SALlD (Sr) O Ly II m _T 1 PU RPo 6E5 oNL'1. IE Z9.ro ' mFR.31 Wlojj LL vJATER WPA I r` wooBRor�N FIrJ C. Q p To MED. SAND �m6HID 0 Q h oEcK L�_ v Q zI it m N GONTReI _ H v4 Lvg r, QW J E O LJ�c.Bve W 5Art1 1 ^2-1 EIL �� f�L.ws 1 c- oc_p r�,--rte 1 2F--A--T-F N u, 1 ai I 5-1- 1-2 s' z9.Ts ''ff11 I!K `ATO r.l E 34. Z r Q Lf--1 Z5.2• 38 1 Q o v gNi E_ o �P-3 ZZ .9 19 OF NEW y 3 e G1 _ N N POLE 1 �L K C JRg Y N u,� FZ/yG E 0 ffP S'�'� y o' �' ��{G-f4c (s' i.'; 1` ,��.f'.iL r• 1 tE^1.1�; .,.. , * Yl �� + PIP S. s4' 21' kJ . 1 '55. 92 _ 1 h ::-A 10 = i LA►JD rJ/F AG►.IES 6 WILLIAM AL6Rn f � LISA MCQl.111..1C1Q 1 - iV _ _ � LA►�1D SURVEyWG UnWbalad akastion«addition to Mit survey is a violatim of seetion 7209 of the New YorkL. __.. • •:'uw,.''r r 'I 1 ?--14 EAST MAl N ST Saw 6doation lar. Copies of this ouvey mapnotbow"tleame td Surveyors k*W of"bowed aat b,bcaoeeidmred a be.we vrie copy. oi,tmco rsmw from pmpaty lawo a riling l m 7 E P o o L - -S,-j)r+ -n Es G Z7 EAST l S l l P, KI'Y H-7-3,C> tYMebata we f«a*mfio pmpae and we•d art Fa inleoded to{uide in she aeetioa of kFION M n i E t ��{ r E x i -' ,k� ;I L,r-r r c�c o-, 1 •,-7 Co 3 atha>kr�. Certifieuion i&ealed Amen SW tun 0*w Ye prasm Powhom M r e survey is `j V j PWOW Mdmhh to die « listadbesenaedtolhe of the UrV. CO 1. r12 w 4-24-0'1 SGA LE : t " = 20' reatwoms Ow%.fariatrsawmwk abk to additioar instkiamw aasiytea ur.rD. eoNST. : r 2- a2- o+ bodkq aubsegeve Tr'vP ---.. .--� _Job NJo- 1041 - ��j FF-.i oD JL I I I i -- -i - - - ,a �� I wRt,l, 0, �•) UA4tIT I � x N I 12,2u 3� °JV ¢�3NPOO'r A06 f2�2 s 1 I z" vecp 1 N fi t ��5n. col. ad - t,y3o"v�2NRc. - 1 ---r y-o MuJ y�f Gouc, r�cLWP &AZ��1 y0c (v.1,1 o ' C?� Joy$_ s ` a I I y t. Pine old I V - ries_ rte- _¢r. FLu 5 Tb7�Ij1-_rt7�ixTO.4��.t1 _ •�' ` � r r rt t r o FoLlNl7AliorJ PLAL1 -- - u r u n I rr l it 2 b � I GN OI GIt o " D 2 8 -0a - G;E I CRAIJ.- NO'T'E WIND FRAMING NOTES I V G 1).RIDGE-TO-RAFTER ASSEMBLY: 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. CONSTRUCTION When a collar lie is used in leu of a ridge strap,the number of 1 Od common nails required " NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. [" V-. nformation within this set of construction docments is related to basic design 2).RAFTER-TO-WALL ASSEMBLY' nd framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall he in rally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters ilding codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached Io ion details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building nd a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 21.The General Contractor is responsible for ensuring that all work and construction 3).WALL-70-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections In These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the flow assembly with uplift connectors in accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 41.WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment or 7 inches In concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the precautions and programs in connection with the work.There are no waranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 51.Refer to the Window and Door schedule for exterior openings. comers. 6).The General Contractor is to ensure that masonry or prefabracled fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior attached with Bd common nails at 6"o.c.at the panel edges and 12'o.c.in the field,and 7).The General Contractor is to consult wish the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7'O.C.at panel such as bookcases,shelving,pantry,closets,aims,etc. edges and 10'o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. 8).Wind load requirements shall be taken into account during construction. p 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b limes the appropriate length adjustment factors in table 3.16. 1).The General Contractor and Mason to review plans,elevations,details and nates to determine intended heights of finished Boers)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shewwalls are used.Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 3).Provide 1/2"expansion joint material between concrete slabs and abutting concrete w masonry walls occurring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andlor girder connections shall be attached with uplift-connections in accordance 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill platesshall be have steel connectors in accordance with table be installed with#4 re-bar,18"long at 12'a.c..Use approved epoxy for installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interim slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-Io-ridge 6).Crawls aces to be provided with a minimum 1 B'x24'access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be p p P g attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: 7).Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be 41 ACO pressure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts. FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored into concrele with a minimum 112'da x 7'long anchor boll with washers and nuts. 11.All framing techniques and methods as prescriptive design of 1985 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete rooting. Edition Wood Framing Construction Manual. Use a minimum 112'.dia x 7'long anchor bolt with washers and nuts.Footings Shall be 4 ft.below grade. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. " 3i.Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch Bashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2'dia.bolts with washers and nuts where needed. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Bearing wall window sills shag also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 511 and B'9.Provide fire to gird,((,). and blocking where applicable. 8).Covered Roots shall be assembled and anchored the same manner as a Typical building. 5).All Bush beamstheaders to be installed with heavy duly galvinized hangers and anchors where applicable to all connecting joists. PLUMBING NOTES 6).Double up floor joists ender walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.V.S.Residential Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blocking/br ing In floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.Verify with the 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufactures recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 314"thick TBG PTS Fir or Advanlech plywood sub0oor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to Boar joists.Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 3) HVAC end owner for(mal review and aDProval. HVAC subcontractor to provide final system layout crewing and submit it to the General 11),All bathroom walls to have 12'thick moisture-resistant sheetrock.Garage walls and Co ceilings and over furnace to have 5/8"thick type-x sheelrock.All other parts of building to have regular 1/2'sheetrork.All wags to be taped and finished. ELECTRICAL NOTES: 12).All roof with a pitch less than 4:12 shall be installed with an Ice 8 Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheat with an EPDM torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. 13).All sill plates and wood in contact with concrete to be pressure treated.SAI plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. clills �h a r ' k s. • a or jilI6.4 NAILING SCHEDULE PLAN CONTENTS: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 ESI NTIA JOINT DESCRIPTION OTY SPACING NOTES BUILDING USE BUILDING HEIGHT RAFTER TO 8'WALL:3-Bd COMMDN EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SO. FT, OF CONSTRUCTION CEILING JOIST 6 WALL:3-8d COMMON EACH PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL DESIGN CRITERIA 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PERF 00 LANS CROSS SECTION AND GENERAL NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL PS EXT. BALCONIES 60 CEILING JOIST LAAS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL _ ATT'CS w/ STORAGE 20 DESIGN LOAD CALCULATIONSROOF !GROUND SNOW LOAD) 45 BLOCKING 2-Bd COMMON EACH TOE (LIVE LOADS PSF) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 JOINT DESCRIPTION OSPACING LOAD NOTES EXPOSURE CATAGO Y TY. LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO 2-I 6 COMMON FOOT FACE NAIL !ROOF - FOUNDATION) D AIL PAGE 4 GENERAL NOTE AGE TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE 5 E GENERAL NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS I EA SIDE NAIL EG 55 SEE FLOOR AN AND WIN OW SCHEDULE STUD TO 24" FACE STUD 2-16d COMMON O.C. NAIL HEADER TO 16d COMMON 16"0,C, FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3.16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 END JOIST OR BLOCKING PLUMBING RISER DIAGRAM FLOOR FRAMING: JOINT DESCRIPTION NAIL QTY. SPACIING NOTES JOIST TO: 4-8d COMMON PER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2-Bd COMMON END NAIL BLOCKING EACH TOE FIRE PROTECTION SEE FLOOR PLANS TO JOIST 2-Bd COMMON END NAIL (SMOKE r CO2 DETECTORS) BLOCKING TO: EACH TOE TRU55 DESIGN N/A - STANDARD STICK AM CON T CTION SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL ENERGY CALCULATIONS RE5CIECK 3.5 RELEASE I LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ON LEDGER 3-8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST PER END _ GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST 3-i6d COMMON JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS BAND PER TOE NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SIL R TOP OST TO� 2-16d COMMON P PLATE FOOT SEE NOTE 1 45LBS. 120 D SEVERE 4FT. MODERATE SLIGHT TO 11 NONE - R F HE IN TO HEAVY MODERATE JOINT DESCRIPTION OTV SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURALPANEL 8d AS PER TABLE 3.8 WFCM-SBC SHEATHING LOCATION ATPIL SPACING INAIL SPACING AT ANELEDGES SUPPORTS IN THE PANEL FIELD NOTES CEILING SHEATHING: _ 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. Bid COMMON @ 6"O.C. SEE NOTES:1,3 JOINT DESCRIPTION NAIL SPACING NOTES INTERIOR ZONE 8d COMMON @ 6"C.C. ed COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS)2FORPANEFGYPSUMr GE GABLE ENDWALL RAKE AND RAKE TRUSS 8d 1 COMMON @ 4"O.C. 8d COMMON @ 4"O,C, NOTE NOTES 1`3 IELD WALLBOARD 6d COOLERS10'0:C.FOIELD NOTES WALL SHEATHING: NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION "AIL QTY. SPACING NOTES STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feel on each side of the roof peak, PANELS WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. 7116'OSB3"O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing memherswish G>0.49. PLYWOOD 6d COMMON 6"O.C.FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. GYPSUM 7" O.C.EDGE 5d COOLERS WALLBOARD 10"O.C.FIELD 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter-I truss framing members with G4.49.For STT N framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �.1 V tj JOINT DESCRIPTION OTIL NAIL Y. SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: sTRucToiLEss"E`B8dCOMMON 2:oc.FIE o SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WEDGE ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) THESE NOTES N SCHEDULE NOTEREFERRED TO IF NOTE:2 FOR PANEL FIELDS ONLY. INTERIOR ZONE ed COMMON @ 6'O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 1).Nailing requirements are based on well sheathing NOTES nailed V onunler at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. members shall be doubled,or alternate connectors, 1).For wall sheathing within 4 feel of the corners.the 4 fool edge zone attachment requirements shall such as shear plates,shall be used to maintain load path. be used 2).When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted 2).Tabulated 12 inch mc,nail spacing assumes sheathing attached to stud framing members with to be reduced tot-t6d nail per foot. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 3).For exterior panel siding,gatvinized box nails shell be permitted to be substituted for common nails. / <o S y!y f"-1 . S:� A 1 \ - € 223 - s WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER(USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTZ APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE MST A36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION FOUNDATION 5/8'DIA.ANCHOR BOLT FOR ALLOWING CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION STORY 7z oc CRAWL SPACE OR FOOUNDATION FASTEN WITH (2) 16d SILL PLATE TO FAWL SPACE 0 OUNDATIONTIC 2 STORIES 36'OC COMMON NAILS 6 6" O.C. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57'OC SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBP558 OR BP583) SHEAR WALE CORNER CONNECTION tom.. P U . O 4L q17 2ND. FLOOR WALL STUD KING STUDS 2ND, FLOOR PLATE CRIPPLE STUD — SUBFLOOR RIM BOARD HEADER WOOD JOIST GIRDER/HEADER IST, FLOOR TOP PLATES JACK STUDS p WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST" FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD < BOTTOM PLATE RIM BOARD TERMITEI SHIELD SUB FLOOR DBL, SILL PLATES TJ DOUBLE JOIST DOUBLE SILL PLATE (TO OVERLAP JOINTS) FOUNDATION WALL o FOUNDATION WALL p n Q n .Q D DOUBLE JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORIN w Gh° i RAFTER NOTCHED RAFTER \ RIDGE RIDGE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER ------------ RAFTER TOP PLATE TOP PLATE --0 W WALL STUD ALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIS?' FRAMING OVER WOOD GIRDER WALL STUD WALL STUD O BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUBL€ JOIST zFOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS . q �-Y cl`i y N tf J2235q- .tG No O O = � M1m 0 klffl mNN55 � O K a z � o � o o I t w faf. U) 25 V w O m ' i500 > g' + ,3o moQEo FREALIAL, E m .°33a r � mo or t I Pu � i LOG mm � 3in 0 In zz z K O rf /�'� � / 4V � 410 � QSo q,�ce -�o cost 2 zm m Kc� z � z � � z � z or INDEX OF PRINTS SQUARE FOOTAGE a :o PAGE I .................PERSPECTIVE ANOTES FIRST FLOOK..................768 5.F. PAGE 2. ...............ELEVATIONB SECOND FLOOR............ .384 5.F. q. PAGE 3 ................ELEVATION5 - PAGE 4............... .fli FLOOR PLAN CUSTOM PLAN : � PAGE 5.................5ECOND FLOOR PLAN Q Y PAGE G.................FOUNDATION PLAN 10493, ® /�I (C�� PAGE 7.................FIR5T FLOOR FRAMING PLAN `�� PAGE 5.................GIRDEK AND J015T PLAN PAGE 5.................RAFTER PLAN N PAGC 10...............5ECTION A DESIGNED FOR. 0 N ]ROBERT W-D)U R V NOTES: c NOTICE TO OWNER geed auction en > m 1. These blueprints and speahcations ("Plans")show the anticlpated assembly of -- Framing of the first floor (subfloor) and all work shown on Plans as"By OChers" 2 Wratten dimensions take precedence over scaled dimensions. DO NOT SCALE 19. FOR LOCAL SITE CONDITIONS (snow BOVElation, high wind sl d/ p uj m the REAL LOG HOME5(fM) Pre-Cut Log Package ("Package'9, which will also require -- 51te work, concrete work, masonry work, exterior decks, steps to grade, and DP.. Work. exposure, seismic activity) FOP,REVIEW THE ABOVE STANDARD DESIGN CRITERIA, THE certain components or assemblies that are not part of the Package. landscaping 13. Work noted"By OChers" shall be coordinated and detailed by Owner/Contractor. OWNER IS RESPONSIBLE FOR REVIEW AND ANALY515 BY A LICENSED ENGINEER. 'n O 2. The materials ("Materials") supplied by Manufacturer for this Package are -- All Interior partitions and finishes, including Interior trim, flooring, painting 14. Final dimensions of Interior layout shall be determined by Owner/Contractor. 20. 501L CAPACIN: Unless otherwise noted, an assumed soil bearing pressure of Identified In the Bill of Materials. The Materials will conform with the Plans and will and staining 15. BUILDING SYSTEMS DEfAIL5 (55D5): 155D5 are typical details defining assembly 3000 psf has been used, with additional allowances for Increases in footing or pier represent full performance of the Log Package Order Farm--Contract. Components or -- All exterior flushes, Including roofing, exterior trim, painting and staining of the Packager. They are an integral part of the blueprint presentation, width and depth as per ICC specifications. The Owner Is responsible to have the assemblies not provided In the Package are shown in the Plans as an accommodation —General contracting of all sub-trades Including plumbing, electrical, heating 16. ABBREVIIATION5: The abbreviations used throughout the Plans and 35D5 are foundatior✓footmg design and details verified by a sods engineer or local building for layout purposes only The design, engineering, specification, and assembly of and air condtioninq dessnlied In thio Appendix of the Construction Manual. department. Vl these components or assemblies is the Owner/Contractor's responsibility. -- Coordination and Installation of all utilities (sewer, water, electric, telephone) DL5IGN CRITERIA 21 . WALL-LOGS: Unless otherwise noted, all logs used for wall construction are Wall W W 3. In the event the Owner/Contractor substrbutes a material or component for a 9 1 he following materials must be supplied by the Owner/Contractor to complete 17. 5landard practice is to design to the greater of our standard loading conditions Grade or better according to the Log Homes Council Grading Program. J Q Package Material or alters the recommended assembly specifications, the Owner/ the Package assembly: (below) or those Indicated in the International One k Two Family Dwelling Code. 22. LOG TIMBERS: Unless otherwise noted, all log timbers used for rafters,Joists, Is solely responsible for the performance of the Items, the assembly --Wood starter strep for the first(SA) log course 5fANI)ARD D1E5lGN CRITERIA. FOR THIS PROJECT: or beams are graded as#I Sawn Round Timber Beams(5RT0) according to the > z Contractor stem. --Tyvek(or EQ) air Infiltration barrier for framed assemblies exposed to weather Log Homes Council Grading Program Y M detailed, and the building system. Floor =40 psf live load LL + DL 23. SAWN TIMBERS: Design values for rectangular timbers are per the National U M 4. Manufacturer assumes no responsibility for site-specific requirements, construction, — Flashing to be Installed at the subfloor perimeterJolsts, at the 5A course, + 10 sf dead load rit LL.f or maintenance. Site-speaflc requirements For which the Owner/Contractor Is and over log openings p Design 5peahcadon for Wood Construction (NDS). published by the American ForestCe responsible Include, but are not limited to: Local permRs, approvals, regulatory -- 51 ep flashing at chimneys and Intersection of roofs and le walls Roof B40 F" f = 50 psf total load TL R Paper AssociationAIN TED TI). j Roof =40 sf snow load 24. GLUED-LAMINATED TIMBERS: Unless otherwise noted, all glued-IaminaCed beams � requirements, and fire safety considerations. — Cricket at chimneys and valley flashing P� GLBs) are architectural rade; standard (2000' radius) camber with appropriate notation O GENERAL CONDITION5 -- Caulking (clear silicone recommended for doors and windows) + 13.5 psf dlead load 45 LL + _DL ( 9 5. The design of footings, foundation walls, peers, ground slabs, site drainage, and -- Interior trim, mcmi window and door Jamb extensions Wind mirth w = 70 mirth speed per American Institute of Timber Construction (AITC) practice, no camber on beams Q„ — at Exposure IB mph @ Exp 12-feet and shorter; structurally rated as 24F-V3 5YP or 24F-V4 DF; Individually VN 0 Q6 other she features Is the responsibility of the Owner/Contractor. Obtain permits and local approvals wrapped and sealed (penetrating sealerand Provided with proof of manufacture perLLJ G. Con5trucblon loads should not.overload the structure nor should they be In excess -- FastZone American National Standard Institute, Incners, connectors, and other materials as per Flans. 5elslme Zone = O e c (AN51)IARC A190.1 . ilio hush should be of design loads indicated on the Plans. 10. We behove that these Plans are accurate and complete and that they meet the l8. Staniland design practices are based on formal engineering performed on the spooled as"smooth" or"saw-textured" to match other timber specifications. z 7. PROPER ASSEMBLY OF THE PACKAGE, REQUIRES A COMPREHENSIVE requlremenls of the Log Package Order Form - Contract and Owner-approved Plans. REAL LOG HOMES(TM) Building System, This engineering is documented in HUD 25. Rendering Is for illustrative purposes only. Colors may vary from actual materials p KNOWLEDGE OF 1 VIE REAL LOG HOME50 M) CON51 RUC110N MANUAL, However, NO WARRANTIES, EITHER EXPFZZE55 OR IMPLIED. ARE MADE AND ALL DESIGN 5b uctural Engineering Bulletin SEB 1071, maintained by the Technical 5urtal iliH of FIAN5 r,5FCCIFICATIONS WAPPANTIE5 APE DISCLAIMED. Thpurpose of sole purpoof these Plans Is to detail the provided. 2 U o Products Bramch. This SEB Is acceptable For compliance with the International 8. The following work must be supplied by the Owner/Contractor to complete the Package as per the Log Package Order Form -Contract. One it 1 wo Faimlly Dwelling Code under section RI04.1 1 -- Alternate Materials, Design Revised: November 23, 2003 Copynghtm Traditional Living, Inc. RN� Package assembly: I I . The Owner/Contractor must verify all structural components on the Job site. and methods ,construction and equipment. ! ( § \) § § ; POMP § \ §] ) \] )( ( $ 2\ \ = r , , ! ! ! ! ! ® / K K E � \ \ 0 0, / 0m0nN F JIDX `�ƒ� ONT �� N 40_ } §§ } ) 9 \ 2 } N7 \ § / ) \ > u u 3 \ RIGHT ELEVATION \ \f, p $ � 6 r ; ) § [) § | ` ) ■ ) ` ! , ! § � | ! r # . �p \ § ; § ; § 0 � b t �� § r : , : ! ! \ j \ / \ ( ( ! § ( ZF ) \ ( \ \ }k LOG :,s arm R § t : 0 REAR ELEVA7�� f - 4 = 4 } / \ } ® ® q � \ § \LU » > \ $ kn >p� + , / �+ & / \ I G LEFT IELIEVATƒON § ate / cn N � � � J N_ -o2O �0o O N O F � o v m € � z � o ® s 5 32'-Orr � 5 � z 13'-6" F3'-5 8" 8'- 3 4" 3'-5 1 8" 3'-O" ,� ' m9 00o < E r3. 'o � N ❑ aso 0210 TW3046 I h a _ — ._ .— ._ _ oN � o9 � U O LINEN �� i11 DINING /' o o p ROOM ° o KITCHEN oQ " -1 / ' 0000o m QO \ — � 9 � 0 ° z / '� o - - z0 o r' w O N 0 ® E z 12'-0" 8'-0" LOFT ABOVE / 2'-Ori p o �n 510 0 G%6 P 5 \ } U O 2B CR ACK l/ N O F I z t ABOVE(2 PlACE5) __ _ `CATHEDRAL AREA I _ R , p 0 --- -- - - — L \ V ❑ 0 ° 6 a F / •\ i V m N 0 D N 8X12 GIRDER ABOVE 9 — LIVING \ O x o ROOM \ C? BEDROOM / AM'5 \ \ I Q u I' W 65D Z O 85U (D _ .— 1 1 TW3046-2 M2 306 LH TW3046-2 BSD FC6. LE Z PORCH s II N Y �O } m N ❑ ❑ V 6'-7" G'-10" 3' 51/2" 21G u2" 6'-7° 3-O -i n MILLWORK SCHEDULE J 'O MILLWORK MANUFACTURER'S 5UT5IDE DIMENSIONS OP HEIGHT OF OPENING J QUANTI fY MODEL k 5UGGE5TED ROUGH OPENING FRAME5TOCK A55EMBLY IN LOG COUR5E5 MILLWORK MANUFACTURER/REMARKS ? FIRST FLOUR �� T 2 TW30210 3'-21/8' X3'-I I/4" 3'-51/8"X3'-41/4" 6 ANDERSEN TILT-WASH DOUBLE HUNG - HP v 't p, JIFLA'O JIIL 1\\`ll 2 TW30AG 4'-91/4" 3'-5 1/8" X 5'-0 1/4" 9 � O 3 TW3046-2 * 6'-3 1 5/1 6" X 4-9 114" G'-7" X 5-0 114' 9 ., C� LL 2 3068 3'-2 1/2" X6'-10 1/2" 3'-5 1/2"X7-0" 12 THERMA-TRU ENTRY DOOR ,P"q�5;`. ' ,�, L = L t INDICATES COURSE ABOVE UNIT TO BE SCRIBED '"J�� C + w '", L * 1NDlcares EGREss wlalDow p U LL. z OF \far J22tie 3m oz r ; r § ) ) / B ` t § 09 ! § ) \ | , 321-0'p r ) \ / \ \\ \ ) - \) , LOW �r \ 2 \ § / § ) m= >�m \ \ [ / 5 \ z r ; � - : z - ® • § ] R § ® ! -------------------- ---------- -- . y ; : r , 0E ) ! @j FT \ i § ` § « 4 § , 5 / , 2) )\ § / BEDRo0)M } _ � « e mm C) \ § / - E ; ter \ \ AmA ® §§ } -- HEADROOM z \ (TYrICCMLING OVER LOW s�r CL05FT TO BE 3 SPECffJFL) DY H ) z } § ® 7 (PoRair «m) ) [ k ) z 5 j SECOND. FLOOIR- PLAN � / j ® / \ 0 S 4A R �` a \ / m2 O I y� oz � pN y 0 Z N a 9Eo <z a € 2 iao � o x 2 ¢ � O 32'_4° oo0 � W a � oF o � ---- mN � N250 o mud ---- ----------- ------`— — 0 = wno- Oh 8" CONCRETE FOUN 4TION WALL a ao � oa o ON I G"X 8" COt+9 g _ \,r CONCRETE FOOTING BELOW FROST I '� a � o � s m omam o _ Nn ] N O � N N .z � z0 �'s• 60 OR oa0 2'- 3'-9" 4'-3" 121-211 i Qu 66 O on I O 1 L —r � 9 o ats _ 3 1/2" 0 STEEL COLUMN - r GIRDER POCKET: z k a CONCRETEFOOTING30" FOOTING 6 114"W X 4"D X 9 1/4"H p z 0 o 0 ui r, (2 PLACES) w z o EXACT 517E AND LOCATION OF z p Q ,FIREPLACE FOUNDATION AND FOOTING w u u z Tq BE DETERMINED p 51M m m o > 8 v,• I I moo ' N C4' )" COLUMN in I u 2 : g I ON 24" X 24Xv 12" I I � 07 N !' CONCRETE FOOTING w 2 r (3 PLACES) 1V I m -- 1, ---------------- --------- ---------------------- r'- N - 8" 0 CONCRETE PIER ON�I G" X I G"X 8" CONCRE I E Lz N FOOING BF ELOW RO5T,: TOP Or PIER TO BE 1 1/2" g BELOW TOP OF MAIN ;OUNDATION WALL. F-- _ _ _ _ FL.. _. _._ . _. _. r�. _. -- -. -- -- - .r� i i 2.. e'-D 2" a'_D" a'_a' a'_0" a 4:if� ro m A'W<<• N O O U F(D)UNDATION PLAN FOUNDATION NOTES 4'J b I . ALL DIMENSIONS ARE TO BE VERIFIED ON SITE BY OWNER/ 5. ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL. ADJUSTS J z CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. FOOTING SIZE, REINFORCING AND DEPTH BELOW GRADE AS 2, DE51GN SOIL BEARING CAPACITY 3000 F5F. REQUIRED BY 51TE CONDITIONS AND/OR LOCAL BUILDING 3. THE FOLLOWING ARE NOT SHOWN AND SHOULD BE LOCATED CODE REQUIREMENTS. BY THE OWNER/CONTRACTOR CON515 TENT WITH LOCAL G. INSULATION LEVELS IN FLOOR MUST MEET OR EXCEED O O PRACTICE, CODES, AND SITE CONDITIONS; VENTS, WINDOWS, REQUIREMENTS OF LOCAL BUILDING CODES. O DOORS, PLUMBING, LINE BREAK, BULKHEAD, ETC, 7. CONTINUOUS SILL SEALER 15 RECOMMENDED. '-- 4. PLACEMENT OF REINFORCING STEEL AND METAL TIES TO BE 8. ALL MATERIALS 511ALL BE CONSTRUCTED IN ACCORDANCE 44Z 0 DETERMINED BY LOCAL BUILDING CODES AND/OR ACCEPT LD WITH MANUFACTURER'S SPECIFICATIONS, ,. � PRACTICE. O O Z V 0 d � � 3 � d o uz zO �0 ^ 0 ❑z i m 2 vOF � JI 3 �90 z � n I p� O K UI € 1EO � V ZaV � N O F m � OZV i 53 � z 32'_4" Cai7 ° Qizw � ® ewoa FDI LPI5 (2)2X 10 J0I5T HEADER W/2X10w } BLOCKING BETWCEPI J015T END5 99, S w BSD B5D 6o n - Ho ` . < tR daM 1 on no O � N � m � � O XI( Fl #2 LO R JC 5T5@ " O , N 809o® SQou N _ z $ N CUE BRIT GIN (TY ICA o o So 0� � o z 0 ❑ z m ° � u' 3) I /4" 9 1/ "13UI T-UP —O 4"X I/4 Ull -UP ICR LLA GI -R € B z — ICR LAM IRD R z = 0 ° z N F ME T F FI PLAC TO I E 51Z D E FD2 Al LO ATE ON /E. INT IN 6 8" z p Eaa 35D - ( NIM ) DL. TAN FR IN_ DE N OO S z ''l C-T COM U5TI LC M TCRI L5, M JIMU 14-_ LID A5 RY. ° I ro ° w U' w e Ed^7a � I V N ~ 0 L O FD4 JOIE i MAN( ER5 PICAL) I Z U) BSD N ° X6 SY #2 P =55UR TREAT _D POI CH JOI T5 @ 4" O/ � U O H C 65D I I 6 SYP #2 PRE�SURE TREATED PORCH SILL I m FM6XG m m �I FIRST FLOOR FRAMING PLAN, uj DESIGN LIVE LOAD = 40 PSF CY FRAMING NOTESU m u- 1 . _1 . 5UB5TITUTION5 FOR LUMBER GRADES 5PECIFIED TO BE EQUAL OR BETTER. _ cd 2. BLOCKING REQUIRED IN FIR5T FLOOR FRAMING UNDER 5UPPORT POST5. 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