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Home My WebLink About37240-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/27/2012 No: 35847 Date: 7/27/2012 THIS CERTIHES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLiNG 135 LIBERTY LANE SOUTHOLD, Sec/Block/Lot: 78.-9-75 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/16/2007 pursuant to which Building Permit No. 37240 dated 5/23/2012 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 (modular) with partially finished basement and decks as applied for. The certificate is issued to EDWIN & LILLIAN JANET FOSS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIHCATE NO. PLUMBERS CERTIFICATION DATED 5/25/12 R 10-05-0080 6/6/12 01-000233 10/6/07 Mike Jacobi Plumbing & Heating Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 37240 Date: 5/23/2012 Permission is hereby granted to: EDWIN & LILLIAN JANET FOSS 135 LIBERTY LANE SOUTHOLD, NJ 11971 To: DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR AS APPLIED FOR.REPLACES EXPIRED B.P. # 32764 At premises located at: 135 LIBERTY LANE SOUTHOLD SCTM # 473889 Sec/Block/Lot # 78.-9-75 Pursuant to application dated To expire on 11/23/2013. Fees: 2/16/2007 and approved by the Building Inspector. PERMIT RENEWAL Total: $813.05 $813.05 Inspector 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. 32764 Z Date FEBRUARY 28, 2007 Permission is hereby granted to: LILLIAN JANET FOSS 111 SOUTH HILLSIDE AVE SUCCASUNNA,NJ 07876 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 078 pursuant to application dated FEBRUARY Building Inspector to expire on AUGUST 135 LIBERTY LA SOUTHOLD Block 0009 Lot No. 075 16, 2007 and approved by the 28, 2008. Fee $ 1,626.10 ~u~ho r i z~e ~ S~i~na t ur e COPY Rev. 5/8/02 TOWN OF SOUTHOLI) BUll,DING DEPARTMENT TOWN llA1A, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to thc Building Deparhnent with the lbllowing: A..J~r new building or new use: (~. Final survey of property witb accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval/Yom Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation from Board of Fire Underwriters. (~) Sworn statemeut from plumber certifying that the solder used in system coutains less than 2/10 of 1% lead. Commercial building, industrial building, nmltiple residences and similar buildings and installations, a certificate of Code Compliance from architect or eugineer responsible for the building. x'5( Submit Planning Board Approval of completed site plan requiremenls. 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~ streds, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa 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, Swimnfing pool $50.00, Accessory building $50.00. Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildiug - $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 New Construction: House No. Location of Property: Old or Pre-existing Building: Street Owuer or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision 3'~}q 0 Permit No. ~ Date of Permit. (check one) Block 0 66 Filed Map. Applicant: Hamlet 678- Lot: ttealth Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate I cc Submi,ted: $ ~_d, Final Certificate: V (check one) / - ~p'~licaut Signature Certificate of Compliance Page 1 oft CERTIFICATE OF COMPLIANCE CERTIFIED ELECTRICAL INSPECTIONS, INC. 188A PARK AVENUE, AMITYVILLE, NY 11701 CERTIFIES THAT Upon the application of Mike Wilson Electric 48 Nassau St. Islip Terrace, NY 11752 Upon premises owned by Mr. & Mrs. Foss 135 Liberty Lane Southold, NY 11971 Located at 135 Liberty Lane, Southold, NY 11971 Application Number: Certificate Number: 01-000233 Section: Block: Lot: Building Permit: 32764 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: P~__aa~ially Finished Basemen, t, Garage and Service Equipment 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 and/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 06th Day of October 2007. Name QTY Amperage Voltage Circuit Type Circuit Breaker 14 15 AMP 120 V AC Circuit Breaker 1 15 AMP 220 V AC Circuit Breaker 6 20 AMP 120 V AC Circuit Breaker 1 30 AMP 220 V AC Circuit Breaker 2 40 AMP 220 V AC Discmmect I 200 AMP 220 V Circuit Breaker' Duplex Receptacle 16 15 AMP 120 V General PuFpose GFI Receptacle 2 15 AMP 120 V GFCI Incand Fixture 8 15 AMP 120 V General Purpose Meter 1 200 AMP 220 V Weather Proof Service Disconnect 1 200 AMP 220 V Circuit Breaker Switch 9 15 AMP 120 V General Purpose This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDINO DEPARTMENT TOWN OF SOUTHOLI~ T~ephoue (63!).765.,1g02 Fax (63 I) 765-9502 CERTIFICATION Plumber: Date:. Owner: L/~ ~ !/~/~ ~"o,f~ _ (Please print) (Please print) lead. I certify that the solder used in the water supply system contaim less.than 2/10 Of 1% 8worn to before me this ~,~/t..~_~ , 201}- ;'... '..'. CONNIE D. BUNC Notary Public, State of No. 018U61850;: Qualified in Suffolk Commissio~ Expires AD,', CONNIE D. BUNCH Notary Public, State of New ym'k No. 01BU6185050 Qualified in Suffolk CountT O/ ' Commission Expires April 14, 27~_.L TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~/~'~ 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F/GUNDATION 1ST [,/J/FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: ~-r~- [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST ~)~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 7~"'//'~- ~O 7 INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ IFRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~,~ FINAL [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~ ~~'~"~ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~FINAL ~ / [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE /~ '~'~ - ~ ~;~ INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ROUGH PLBG. INSULATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING /~ FINAL /~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FOUNDATION (1ST) /' / FOUNDATION (2ND) COMMENTS ROUGH ~G & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE ADDITIONAL COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802' FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ~/ ~, 20 ~_ Approved Disapproved a/c Expiration ' ~3uilding Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans ~ Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Phone: 7t'/y-~'~-~-~ ~o~ APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or bas not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the piupe~ty have been enacted in the interim,, thc Building inspector may attth~hze in writing, the extension of the permit fYr 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 inspectom on premises and in building for necessary inspections. (~ignature of applica~I/or nam% if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises [-"([t~'\ ~ ~o,5' (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. / ~ ~f? WL] Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet q Lot Lot Block Filed Map No. (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Exisfing use and occupancy ~c~v, aw~¢ v'~3~'~r)¢~ · o. Intended use and occupancy ¢' ~ 5~' ~ '~b¢ q. 3. Nature of work (check which applicable): New Building. V/ Addition Repair Removal Demolition V' *~ Qther Work 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories 8. Dimensions of entire new construction: Front .5-"6 / Rear ,.5 (3 z Height Number of Stories 9. Size oflot: Front }~",g:~ Rear /~'~/'~ &' Depth Rear Depth T t ~ '7 16 /t ,o 3._ 10. Date of Purchase Name of Former Owner l 1. 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 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No 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 ufa 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 l0 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF~u~l~S: L, ~ ~., 0% ~-~, ¢°°>~> being duly swum, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 tree 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. Swum to b~fore me thisl) . Notary Public Signamr~f Applicant Notary Public, Stats of fle~ York ~o. 4855805 Qualified in Suffoik Cour~ty~,,., Commiasion Expires April 14, SUFFOLK COUNTY WATER AUTHORITY ' SeptembeK 19, 2005 Lillian J. Foss 111 S. Hillside Ave Succasunna, NJ 07876 Re: 135 Liberty Lane, Southold SCTM# 1000-78-9-75 File# 4372186 2045 Route 112, Suite 1, Coram, New York 11727-3085 (631) 698-9500 FAX (631) 698-9851 Dear Ms. Foss: The Suffolk County Water Authority has received your application for water service for the above referenced parcel. The parcel is desigaated in the SCWA's Five Year Water Supply Plan for the North Fork as eligible to receive public water service. Accordingly, this Letter of Water Availability is issued. There is an existing main located on Liberty Lane which can serve this parcel. This Letter of Water Availability is not to be considered an action by SCWA as defined by the New York Environmental Quality Review Act or a determination that the parcel is approved for building. You are responsible for obtaining any other permits or approvals that are required for the proposed project. SCWA shall not be required to provide water for the parcel until all of the other approvals have been obtained. SCWA will provide water service to the parcel upon payment of the applicable fe~s. The fees include a tapping fee, a key money charge and if applicable, a water main surcharge. Tapping fees start at $950.00 for a 1" service. Key money fees start at $3,000.00 for a 1" service. Surcharge amounts vary depending on the location of the proposed service. The tapping fees and the surcharge may be financed for existing residential customers. Please contact our New Construction Department during our normal business hours at (631) 698- 9500, 8:30 a.m. to 5:00 p.m. Monday through Friday for more information regarding the fees and other conditions of service. Very truly yours. Grace Sandezer Assistant Manager GS:as FAIRWEATHER-BROWN DESIGN ASSOCIATES, INC. 205 Bay Avenue Greenport, N.Y. 11944 631-477-9752 (fax) 631-477-0973 February27,2007 Southold Town Building Department P. O. Box 1179 Southold, NY 11971 Re: Foss Residence 135 Liberty La., Southold, N.Y. 11971 Building Permit Application To whom it may concern: This letter is to confirm that platform landings (and steps and railings) as necessary shall be provided in accordance with code requirements at all exterior door openings. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this ma~ter. Sincerely, Robert 1. Brown, AIA Applicant: Location: Work Description: Southold Town Building Department P.O. Box 1179 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 78.-9-75 Permit #: 32764 Permit Date: 2/28/2007 Expiration Date: 8/28/2008 Dated: 5/14/2012 EDWIN & LILLIAN JANET FOSS 135 LIBERTY LANE SOUTHOLD SINGLE FAMILY DWELLING DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR AS APPLIED FOR Owner: Address: EDWIN & LILLIAN JANET FOSS 135 LIBERTY LANE SOUTHOLD, NJ 11971 Your BUILDING PERMIT #32764 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shah have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of $813.05 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Michael Verity: Chief Building Inspector Southold Building Department 7011 2970 0000 4786 2981 cc: Damon Rallis Zoning Inspector Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 78.-9-75 Permit #: 32764 Permit Date: 2/28/2007 Expiration Date: 8/28/2008 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Applicant: Location: Work Description: Dated: 2/13/2012 LILLZAN JANET FO$$ 135 LIBERTY LANE $OUTHOLb SINGLE FAMILY DWELLING DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR AS APPLIED FOR A FEE OF $813.05 IS REQUIRED TO RENEW THIS BUILDIN~ PERMIT. Owflgr~: Address: LILLIAN JANET FO55 135 LIBERTY LANE $OUTHOLD, NJ 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, $OUTHOLD TOWN BUILDIN$ DEPT. 'l'~ll I l;dl Ampex .5 l,'175 Main P.(). Box 1179 ~oulhold. NY I 1!t7 Telel~hone (CII) 7t;3-180 Fax (I; Il) ~Tanuary 31st, 2011 Edwin & Lillian Foss 135 Liberty Lane 5outhold, N.Y. 11971 13! ;ILl)IN(; I)I~]b~RTMI:.NT TOWN OF SOUTHOLD FZI~ST NOTT. CE RE: 135 Liberty Lane (NEW 5CTM: #1000-78.-9-75 To Whom It May Concern: Please be advised that your Building Permit # 32764 issued February 28th, 2007 has expired. According to the Code of the Town of $outhold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $1626.10; at that time, we can schedule an inspection by one of our Building ];nspectors. If you have any questions, please call us at 76§-:1802. Respectfully, 5OUTHOLD TOWN BUILbING bEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714)959 Telephone(631)765-1802 Fax(631)765-9502 May 29, 2012 Edwin & Lillian Foss 135 Liberty Lane Southold, NY 11971 BUILDING DEPARTMENT TOWN OF SOUTItOLD TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. V/'Final Health Department Approval. /~) ~ __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37240 - New Dwelling TITLE NUMBER: PAC-3799 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 212007 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 711183. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 2/12/07 SWORN TO BEFORE ME THIS 12th DAY OF FEBRUARY, 2007 NOTARY PUBLIC MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16, 20 PECONIC ABSTRACT, INC. JEANNE ETT OFFICE MANAGER TITLE NUMBER: PAC-3799 SUBJECT PREMISES: 1000.078.00-09.00-075.000 Magnhild Tjornhom To Malvin Tjornhom Dated: 10/16/78 Recorded: 10124178 Liber 8519 page 443 Barbara Tjomhom, as Executor Of Malvin H. Tjornhom, Deceased To Lillian Janet Foss Dated: 10125/99 Recorded: 5116/00 Liber 12042 page 814 LAST DEED OF RECORD Sworn to before me this 12th day of February, 2007, Notary Public PECONIC ABSTRACT, INC. by: ~ Jeanne Anstett~e Manager MICHELLE VAIL Notary Public, St~:te o[ New York No. 01VAz~989798_Suffo,k Co~n~_ '~- Commission ~xpi~es December 16 2~Jy ~ TITLE NUMBER: PAC-3799 PREMISES ADJOINING ON THE NORTH: 1000-078.00.09.00.076.000 Howard A. Toedter, Inc. To Walter Szybkowski and Anastasia Szybkowski, his wife Dated: 10/22149 Recorded: 10/24/49 Liber 3009 page 164 Walter Szybkowski and Anastasia Szybkowski To Jack A. Guild and Mary E, Guild, his wife Dated: 8~27~86 Recorded: 9/15/86 Liber 10123 page 19 LAST DEED OF RECORD PREMISES TO THE SOUTH: LIBERTY LANE Sworn to before me this 12th day of February, 2007, Notary Public PECONIC ABSTRACT, INC. by: ~ Jeanne An~,tt, Office Manager MICHELLE VAIL Notary PuL'lic, State of New York No. 01VA4989798-Suffork OOL,,-I~/ Commission L. xpi~es December 16, 23 TITLE NUMBER: PAC-3799 PREMISES ADJOINING ON THE WEST: 1000-078.00-09.00-074.000 Edward Nidds To Town of Southold Dated: 5/12/70 Recorded: 5/14/70 Liber 6742 page 112 LAST DEED OF RECORD PREMISES ADJOINING ON THE EAST: 1000-079.00-06.00-009.000 Edward Tobia To Warren L. Knudsen and Lynn Knudsen, his wife Dated: 8~25~76 Recorded: 8~30~76 Liber 8095 page 575 LAST DEED OF RECORD Sworn to before me this 12th day of February, 2007 Notary Public PECONIC ABSTRACT, INC. by: ~ Jeanne Anst ,~ice Manager M~CHELLE VAiL Notary Public, State of New York No, O1VA4989798_Suffo/k County Commissior~ ~-xp~res December 16, 20 ~ STATE OF NEW YORK DEPART?,IENT OF STATE 41 ST.', TI-: STREET AI.IL,,~,'~ ~ N 5' 12231-0001 Mr, Richard Zanghi Design Homes, LLC: 1 I Edwards Drive Bloomsberg, PennsyNania 17815 February0 , 2005 VIA F^C.qIMii.E TRAN.C;M ITT..,H, Dear Mr. Zanghi; - Il-E: M 0381-02-071 System approval - CONI)ITIONAI. In reference Io your ',vrirren request dated Dec¢olber I 3, 2004, yoar original approval dal~:d Fchmar3, 25, 2003, to construct FactoR. Manofacturcd Detached One. and Twa-Family Dv,'ellings anti Multiple Sioglc-Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval dcsigaaled bi 0381-02-071 is hereby renewed as a Iht riz,2d under 9 NYCRR 1209. This approval ',','ill remain in effect umil FcbruaD, 25, 2007 unless sooner revoked, and is sub.itel m renewal thcrca.rter. ~:icismic I)csig~l (.'alegm.v A, B. C fro' I)eta,:hed One- ami Two- Famil) 2. Calculatioosforsnowdrit-tingonlowerroofs&slidin;.,osnowloading ~ u:sl he explicitly ~ ~ re'sscd for each individual plan suhniiss[on. Tabular Io:lding values within the s?;tem (:mow drift chart) Supplemental Condhions of Approval be a~llaled or associated with the nmnuhcmrer's qual[W assurance a-~ocv Th~ li~lloxvim[ arc spc~ilic Mr. Richard Zanghi Febm,'iry 01, 2005 Page #2 Seismic Desi~'~ Categor), \V nd Speed Live Loads, Dead I.oad%, etc. - Applicable building codes and design specifications - E~er~.y cnde intbrmation: statement by professional of compliance with (..'on.¥erv~tli~)n Con~tructit~t~ Co~[c qf New York St~te, 2002 ~2~lition. Mctl'm<.l compli:mce and pertinent documentation shall be provided. - O[:cupaucv c ass ficati<m - Construction type ehtssification - General notes - Index or'drawings - Manui~lcturer's title hklck - Cerlifieation, by design professio~lal, of derivation l?om approved s'~stem sc~ drawings and this conditional approval letter I 1.2 Elevations 11.2, Floor plans ;vhich convey the inlbrmation on: - Keqaired and provided Ii h - Unanlbigu0us identification or' structoral members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan I.I.5 Building cross section with intbrmation on: - Building integration (module connections) details - [.ocalion ofrequlred lire stopping I. 1.6 Ro~)f systen - Speckd requirements addressed (such as sliding, driP, lng or unbalanced snow c~ndil[ons) ·., Non- ~, cai de al s {such as prow root: cant lever beams, etc.) 13 Each page ot'~drav,'ings and'calculati(~ns should be signed, sealed, nmt daled by Ness York registered design professional. -..he manu~tcturct wdl st~b~ll~[a v,'eekJ.v report sum ~rizing (listing) all perndt sets '.',Jill inl~:,rnlalion abmlt proJect Iocat ~ ~, pmdncnon serial number, and N¥S insignia imn,,bcr. -).The man ractu c x',t:I prmnpliy address thc deficiencies ot'submittals. of the khfifimn'Code. cc: '1'1~. Arnold METAL RESIDENCE ON BLOCK FOUNDATION LIB -LANE DESCRIBED PROPERTY SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: TM// 1000-078-09 075 ELEVATIONS TAKEN FROM EAST END TOPO MAPS AS FILED IN /HE SUFFOLK COUNTY DEPT. OF PUBLIC WORKS. TEST HOLE BY MCDONALD CEOSCIENCE ON 26 NOV 04 EXISTING GROUND 0 EDWIN T. FOSS LILLIAN J. FOSS GUARANTEED TO: EDWIN T FOSS LILLIAN d FOSS FOR SCDHB USE ONLY 17' SURVEYED: 22 NOVEMBER 2004 SCALE 1"= 30' AREA = 16,908 SF. OR 0.388 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR, P.O. BOX 294 / NEW SI,~'FOLK'. N.Y 11/9,56 GUILD (RESIDENCE/ METAL RESIDENCE ON BLOCK FOUNDATION LIBE -LANE 120' TO WELL 34' TO CESSPOOL DESCRIBED PROPERTY SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: EDWIN T. FOSS LILLIAN J. FOSS TM# 1000 078-09-075 ELEVATIONS TAKEN FROM EAST END TOPO MAPS AS FILED IN THE SUFFOLK COUNTY DEPT. OF PUBLIC WORKS TEST HOLE BY MCDONALD CEOSCIENCE ON 26 NOV 04 EXISTING GROUND 0 25' GUARANTEED TO: EDWIN T FOSS LILLIAN d. FOSS FOR SCDHS USE ONLY 17' SURVEYED: 22 NOVEMBER 2004 SCALE 1"= 50' AREA = 16,908 S F OR 0588 ACRES SURVFZYED BY STANLEY J. ISAXSEN, JR. P.O. BOX 294 NEW ?UJ-FOLk'. N.Y. 1 XNYg ~ic. No. 4927~ U (EXTERIOR ONCY) LIBE -LANE 120' TO WELg DESCRIBED PROPERTY SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: EDWIN T. FOSS LILLIAN J. FOSS TM/,/ !000 073 09 (375 ELEVAF~ONS FAKEN FROM ~AST END TOPO MAPS AS FILED rN THE SUFFOLK COl]NTb' DEPT OF PUBLIC WORK GUAF~ANTEED TO: EDWIN T FOSS LILUAN J. FOSS FOR SCDHS USE ONLY TEST HOLE BY MCDONALD GEOSCIENCE ON 26 NOV 04 EXISTING GROUND 0 fT' SUR'/£r£D 22 h!OVEMBE~' 2004 ,.ALL l"= 30' 16,908 SF OR 0388 ,ACRES LIBERTY LANE DESCRIBED PROPERTY' SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: EDWIN T. FOSS LILLIAN d. FOSS TM// 1000-078 09 -075 GUARANTEED TO: EDWIN T FOSS LILLIAN J. FOSS FOR SCDH$ USE )NLY SURVEYED: 22 NOVEMBER 2004 SCALE 1"= 50' AREA = 16,908 S.F. OR 0388 ACRES SURVEFED BY STANLEY J ISAKSEN. JR. P.O. BOX 294 NEW SU~:F ' "' - OLX. N.,. ~1956 65!--7{ -5835 ~ ~YS Li No. 4~275 04R1 367 Permit E)ate REScheckS. oftware Version ,3..7..3 Compliance Cerbflcate Project Title: PR-6000/FOSS Repod Date; 11/17/06 . · Data filename: ~\Dh-serv\Engineering~PRELIM-l~6000.6-1\600O\PR_600~l.RCK Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 18% Heating Degree. Days: 5750 ' Construction Site: 133 LIBERTY LANE SOUTHOLD, NY 1 lg71 Permit Date: 11/6/2006 Owner/Agent: DON EGAN, INC. 30 OCEAN PARKWAY EASTHAMPTON, NY 11937 DesignedContractor: DESIGN HOMES. LLC, 11 EDWARDS DRIVE E~LOOMSI~URG. PA 17815 Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame. 1§" C.C.: Window 1: Vinyl Frame:Double Pane: Door 1: Solid: Door 2; Glass: Door 3: Glass: Floor 1: Alt-Wood Joisl/Truss:Over Unconditi(]ned Space: 1540 30.0 0.0 54 1584 19.0 00 76 210 0.370 78 22 0,140 3 43 0.390 17 40 0,310 12 1540 19.0 0.0 72 The proposed building represented in this document is consistent with the building plans, specifications, and other calculalions submitted with this permit application. The proposed systems have been designed Io meet the New York Stale Energy Conservation Construction Code requirements, When a Regislered Design Professional has stamped and signed this page, they are attesting that to the best of his er knowledge, belief, and professional judgment, such plans or specifications are in compliance with Ibis Code B "ilder/De s'~g%e; mpar'~me - '. Date Project Notes: R-19 FLOOR INSULATION ON-SITE BY BUIDER PER RESCHECK · ~'ppt~d or l~all~d ele~. I~ ~u~h ~, but ~ol REScheck So, ftware Version 3.7,.3 Inspecbon Checklmt Date: 11/17/06 Celrtngs: Ceiling 1; Flal Ceiling er Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1; Wood Frame, 16" c.c., R-19.0 cavity insulalion Windows: [] Window 1: Vinyl Frame:Double Pane. U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes. Frame Type _ Thermal Break? Comments: Yes No Nov 20, 2006 ~1 Door 1: Solid, U-[actor: 0.140 r~ Door 2; Glass, U-fac(or; 0,390 Comments: [] Door 3: Glass, U-factor: 0,310 Comments: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Air Leakage: r~ Joints, penetralions, and all other such opening~ in lhe building envelope that are sources of air leakage must be sealed ~ Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance trom combustible materials. I[ non-lC rated, the fixture must be installed with a 3" clearance from [nsulabon. Vapor Retarder: ~.J Required on the warm-in-winter side of all non-vented framed ceil{rigs, walls, and floors. Materials ~dentiflcation: ' ' ~_J Materials and equipment musi be inslalled in accordance with the manufacturer's instaQa~ion instructions. r-I Materials and equipment must be identified so that compliance can be delermined, ~-I Manufacturer manuals for all installed healing and cooling equipment end service water heating equipment must be provided. U insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: L.~ Supply duct~ in unconditioned afiics or outside the building must be insulated to R-8. ~.J Return ducts in unconditioned attics or outslde'the' building must be insulated to R-4. [] Supply ducts in unconditioned spaces musl be insulated to R-8~ Duct Construction: ~'3 AIl joints, seams, and cer)neclions must be securely fastened wgh welds, gaskets, mastics (adhesives)~ mastic-plus~embedded-fabric, or tapes Tapes and mastics must be rated UL 1§1A or UL 1§1B. Exception; Continuously welded and locking, ype longitudinal joints and seams on ducts o e a~n Pa. P g at ~ess Ihan 2 in w.g. (500 [] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adiusting the space temperature set point el th e la rgest zone, Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: [] Fireplaces musl be installed with tight lilting non-combustible fireplace doors, [] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of Ihe Bt~iiding Cede of New York Slate, Ihe Residenlial Code of New York Stale or the New York City Building Code, as applicable, Service Water Heating: [] Wa[er heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water healer has an integral heat trap or is part of a circulating system. [] Insulate ci~'culating ho( water pipes to the lexels !n Table 1. Circulating Hot Water Systems: I-I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-deplorable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Nov 20, 2006 PR~iO00/FOSS Page 3 of 4 Table 1: Minimum Insulation Thickness fo~ Circulating Hot Water Pipes Heated Water ?emperature 170-180 0.5 1.0 1.5 140-169 0.5 0.5 1.0 100-139 0.5 0.5 0.5 Insulation Thickness in Inches by Pipe Sizes Non. Circulating Runouts Circulating Mains and Runouts Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 2.0 1.5 1.0 Table 2; Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping S},s{em Types Range(l:) Heating Syatems Low Pmssure,rremperalure 201-250 Low Temperature 120-200 Steam Condensate (for feed water) Any Cooling Systems Chil,~d Water, Refrigerant and 40-55 Brine Below 40 Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2~0" 2.5" to 4" 1.0 1.5 1,5 2,0 0.5 1.0 1.0 1.5 1,0 1,0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1~5 NOTES TO FIELD: (Building Deparlment Use Only) Nov 20, 2006 Page 4 of 4 "The Start O]'A ]Yew Desz'gn " 11 Edwards Drive; BI0omsbur9, PA 17815 Phone # 1 (570) 802 - 5551 Fox #~ (570) 802-059 PAGE ": ' ~- CS-1 2 5 4 PAGE DESCRIPTION COVER SHEET 1st FLOOR PLAN FOUNDATION 1st FLOOR ELECTRICAL FRONT ELEVATION REAR ELEVATION 4B LEFT / RIGHT ELEVATIONS 5 CROSS SECTION 47 FASTENING DETAIL 1 DOOR/WINDOW SCHEDULE NOTES C_ONSTURGTION TYPE: 5[3 = WOOD FRAME UNPROTECTED U%E GROUP CLASSIFICATION: ONE & TWO FAMILY DWELLINGS PROJECT LOCATION: FOSS 155 LIBERTY LANE SOUTHOLD, NY 11971 SUFFOLK COUNTY The plans and specifications in l~lis penflit set are derived from and consistent with the plans and specifications associated v~/h/he approval on file with the Division and the conditional approval letter Nov 20, 2006 Digitally signed by John A. Wallen P.E. Date: 2006.11.20 22:21:33 -05'00' APPLICAE~LE CODES 1999 NATIONAL ELECTRICAL CODE RESIDENTIAL CODE OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK %'I'ATE MECHANICAL CODE OF NEW YORK STATE PLUMBING CODE OF NEW YORK STATE FUEL GAS CODE OF NEW YORK STATE BUILDING CODE OF NEW YORK STATE I DESIGN CRrTERIA: -GROUND SNOW LOAD 45 LBS -WIND SPEED 120 MPH -SEfSMIC DESIGN CATEGORY N/A -FLR. LOAD (OTHER THAN SLEEPING ROOMS) 4OP%LI~LOAD4 I~,%FDEAD[OA8' -FLR. LOAD @ SLEEPING ROOMS 4OP~-LP,'~LOA/I-~ 10P~I~AD[OA~ --MIN. DP RATING 34.7 HOUSE INFORMATION SQ. FOOTAGE: 1540 # OF STORIES : 1 APPROX. BLDG. HOT. : 23'-6" DESIGN HOMES LLC, 1l EDWARDS DRIVE BLOOM%BURG, PA 17815 PU. NUMBER: $70-752-1001 PR NUMBER : PR-6000 SIZE: 27'-6" x 56'-O" TYPE: CAPE MODEL: CUSTOM CAPE DRAWN BY: YYD DATE OF PLANS : 11/06/O6 COVER SHEET PG. # : CS-1 DEaN 10'-8" LIVING ROOM f BATH #2 KITCHEN/DINING RM BEDROOM #1 10'-6" DORMER (IF) DORMER (1Fi ~ = 16" DC STUDS 7/16" OSB EXTERIOR (BLOCKED) w/ 1/2" C~,~ INTERIOR CUNBLODKED) 16" O.C STUDS 7/16" OSB EXTERIOR (BLOCKED) w/ 1/2" OR4~ INTERIOR ~ SPEQF)C FASTENING) EDGE NAILS NAIL EDGE SPAQNG: 0SD-3' D.C. 8d, OR 2" O.C 2'xi6go STAPLE, GWB-4'O.C. 58 ;ENERAL NOTCS: - DE)UNG REID+IT: 8'-0" - SNOW LOAD: -WlND SPEED: 120 - EXPOSURE: B - SEISMIC: N/A NOTE: SEE SHEET 7 FOR HOLD DOWN CONNECTIONS Nov 20, 2006 PERMIT SET LEGEND LA(3EL/TRA LDCATION ~ = STATE LOCATION C~ = DATA PLATE CAPE )ST FLOOR PLAN LAYOUT (UOOULE 'FO FOUr,mi)OR) ~ CEILING MOUNT SMOKE DETECTOR INSTALLED BY' OTHERS G.F.I. RECEPT. BY OTHERS BASEMENT STAIR NOTE: [] 1) STAIRS SHIPPED LOOSE BY DESIGN HOMES, INSTALLED BY BLDR. [] 2) SUPPLIED AND INSTALLED E~Y BLDR. THIS FOUNDATION PLAN IS FOR I~/ENSIONS ONLY, FOUNDATION WALLS, FOOTINGS, COLUMNS, PIERS, AND SLAB TO ~ DESIGNED BY OTHERS TO MEET STATE AND/OR LOCAL CODES USING EXISTING S01. ANALYSIS. DESIGN HOMES LLC ASSUMES NO RESPONSIBILITY FOR ERRORS IN '~E CONSTRUCTION OF THE FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CNE12<ED AND VERIFIED (AGAINST THE FLOOR PLAN) BY BUILDER/DEALER PRIOR TO FCNNDATrON CONSTRUCTION. THE BUILDER/DEALER MUST CONTACT~ESIGN HOMES LLC WITH ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTI0¢. DESIGN HOMES LLC WILL NOT AS~JME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING OF ~IpPORTS AS SHOWN ON THIS DRAWING WINDOW CENTER LINE LOCATIONSEOR RAISED RANCH AND/OR SPLIT-LEVEL MODELS TO BE OBTArNEO FROM "BUILDERCOPY" DRAWINGS SILL TO FOUNDAIION FASTENING [ ~ALL LINE { I/2" DIA ANCHOR BOLT I 5/§" DIA. ANCHOR BOLT '[END WALLS 1,7' O,C, MAX ~_ 2S' O,C MAX SIDE WALLS 6' O.C MAX 6' OC MAX ** FOUNDATION MUST BE DESIGNED BY OTHERS TO RESIST LATERAL AND LONGITUDINAL SHEAR, UPLIFT, AND HOLD DOWN FORCES IN BOTH DIRECTIONS. MASONRY UNITS ARE NOT RECOMMENDED FOR PIER TYPE FOUNDATIONS. WHERE PIER OR PILE TYPE FOUNDATIONS ARE USED, THEY REQUIRE A CONTINUOUS BEAM CONNECTING THE PIERS OR PILES. THIS BEAM MUST BE OF SUFFCIENT STRENGTH TO RESIST ALL LOADS IMPOSED THE BEAM IS DESIGNED BY THE FOUNDATION DESIGNER, AND IS NOT THE RESPONSIBILITY OF DESIGN HOMES, LLC. NOR WAS IT DESIGNED WITHIN THE CALULATIONS. SECTION 'A' J SECTION 'B' CAPE FOUNDATION PLAN LAYOU f DEaN KiTCHEN/DINING RM CIRCUIT SCHEDULE UVING ROOM BATH #2_ BEDROOM #1 Nov 20, 2006 PHONE JACK EXTERIOR LIGHT BOX FOR FAN/LIGHT ELECTRIC SYMBOLS DUPLEX RECEPTACLE ~] JUNCTION [aOX WATERPROOF RECEP. w/OFr , . GROUND-FAULT INTER. ~ 220 VOLT RECEPTACLE (~ TOP HOT & BOT. SWITCHED ~ SINGLE POLE SW~TCH ~ THREE WAY S~TCH I~.~sl FOUR WAY SWITCH I~ INCANDESCENT LIGHT ~ RECESSED LIGHT 16' D.C. STUDS 7/16" OSB EXTERIOR (BLOCKED) w/ I/2" G~B INTERIOR (UNBLOCKEB) EDGE NAILS NAIL EDGE SPACING; OSB-3' 0.C, Fid. OR 2" DC 2'x16§o STAPLE 6~-4"O6 5D FLORESCENT LIGHT ~ RANGE EXHAUST CEILING SMOKE DETECTOR SD/CO2 DETECTOR COMBO AMP CONNECTS CRIMES BOX SPECIAL APPLIANCE W~RE & BOX FOR SPOTLIGHT THERMOSTAT WIRE CHIMES BUTTON TV JACK LIGHT BAR : }6" DC STUOS 7/16" OS~ EXTERIOR (BLOCK[O) w/ 1/2" OYl'8 INTERIOR (NO SPECIFIC FASTENING) PLEASE NOTE: ALL RECEPTACLES, SNOKE DETECTORS, AND LIGHTS TO BE ON ARC-FAULT BREAKERS. MODE,.: CAPE IST FLOOR ELECTRICAL PLAN EI~EVATION NOTE: DOOR SIYLES, VeNDOW GRILL PATTERNS/SIZES AND OTHER SIMILAR ITEMS SNOVVN ~IA¥ NOT REFLECT ACTUAL PRODUCT INSTALLED IN HOK~E FRONT ELEVATION STOOPS/STEPS & HANDRAIL EXTERIOR LIGHTS SH~PPED LOOSE FOR ON-SITE iNSTALLATiON BY Nov 20, 2(]06 CAPE FRONT ELEVATION E~LE VA TION NOTF=: DOOR STYLES, WINDOW GRILL PAIT£RNS/SIZES AND OTHER SIMrLAR ITEMS SHOWN MAY NOT REFLECT AETUAL PRODUCT INSIALLED iN HOME //-~ RIDGE VENT REAR ELEVATION STOOPS/STEPS & HANDRAIL SUPPLIED & INSTALLED BY BUILDER. EXTERIOR LIGHTS SH~PPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER. I Nov 20, 2006 CAPE REAR ELEVATION 12 12 LEFT ELEVATION EVATION NOTE: DOOR STYLES, W~NDOW GRILL PATTERNS/SIZES AND OTHER SIMILAR ITEMS SHOWN MAY NOT REFLECT ACTUAL PRODUCT INSTALLED IN HOME RIGHT ELEVATION ~~~ Nov20,2006 CAPE LEFT / RIGHT ELEVATIONS DETAIL "A" ~(2) 2xi0 SPF#2 2x6 SPF~2 FLAT~ NOTE: * ~] ~ := FOUNDATION & FOOTER CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE BUILDER/DEALER OR THEIR . CONTRACIOR PROCEDURES OUTLINED ON THIS DRAW~Nu ARE NOl TO BE CONSTRUED AS BEING AN ACTUAL AND IF FOLLOWED WILL NOT BE A UABILITY OF ~p~ or ~mllea .le.~m~, I~mm ~ch ~s, bu~ nol CAPE DESIGN HOMES FOUNDATION ~ FOOTER iNSTALLATION SHALL BE ACCOMPLISHED UTILIZING ACCEPTED OT~eRS Ic, r~i~ ¢a~,~mn~ ur, m:r~n¢~ F~nna~hO,~ j Nov 28, 2008 D~A'~O: ENGINEERING CONSTRUCTION PRACTICES, IT IS THE · CROSS RESPONSIBILIT~ OF THE BUILDER/DEALER OR THEIR SECf~ON CONTRACTOR FOR COMPLIANCE TO LOCAL,STATE, AND FEDERAL BUILDING CODES BEFORE CONSTRUCTING (NODULE TO FOUNDATION) SHEAR WALL FASTENING AND SPACING 6" O.C */ 8d NALS ¢" OC w/2'xl60o STAPLE WALL LINE END WALLS SlOE WALLS SILL TO FOUNDATION FASTENING WALL LINE I )/2" DIA ANCHOR BOLT 5/§" DiA ANCHOR ~OLT/ Nov 20, ;'006 STRAP OR EQUAL CONNECTION FOR 2293 g# SUPPUED & INSTALLED LSTHDIORJ HOLO DOWN STRAP OR~QUAL NOTE: THE REQUIRED DP RATINGS ARE OBTAINED FROM TABLE 30.{.2(2) FOR 'ODMPONENTS AND GLADDING' PRESSURES. THE FOLLOWING VALUES HAVE BEEN EXTRAD1ED FROM THE TABLE USING EXPOSURE B, `30' OR LESS BUILDING HEIGHT, IOSF FOR ~INDOW AREA (WORST CASE), AND EDGE PRESSURES. RO MPH 1B.5 PSF 100 MPH 24,2 PSF .{10 MPH 20.1 PSF 120 tWPH ,34.7 PSF IF THE BUILDING IS LOCATED IN EXPOSURE C ( OPEN TERRAIN, HURRIGANE COAS1LINES, ETC.). VALUES ARE MULTIPUED BY .{.4. A MW T~IN SEAL DH DP 25 PSF.- MW V-WOOD DH DP 25 PSF. OPT. REINFORCEMENT PKG. DP 35 / 45. B GREATION SGL HUNG DP 25 PSF, DBL HUNG DP 30 PSF, PICIURE ~4NDOW DP 45 PS'F, SLJDIND GLASS DOOR DP 25 PSF. 0 ANDERSON DH DP 30 PSF REIN PORCED SILL DP 50 PSF. SLIDER DP 45 PSP. HINGED PATIO DOOR DP 40. D CERTAIN TEED DH OPSB PS~ (THESE WINDOWS MEE~ U VALUE REQUIRMENTS FOR ELEClR[C HEAT.) CONSTI;{UCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM F1GURE R301,2(4) EQUAL OR EXCEED 110 M.P.H. SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. AMERICAN FOREST AND PAPER ASSOClAllON WOOD FRAME CONSI~UCllON 2 MANUAL FOR ONE AND llNO FAMILY DWSIIINGS OR . SOUTHERN BUILDING CODE CONGRESS NTERNAllONAL STANDARD FOR HURRICANE RESISTANT RESIDENllAL CONSII~UCllON (SSTD 10)' OR. 3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUC~)TES (ASCE7);OR 4, COLD-FORMED STEEL CONSIRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROV1SIORS OF THIS CODE. WINDOWS rN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS PROll~CTED FROM V,1ND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A PARllALLY ENCLOSED BUrLDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTEClloR FOR ~ND-BURRE DEBRIS SHAIm MSET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTU E lg96 AND OF ASTU E 1888 REFERENCED THEREIN. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN ~ND LOADS SPEQFmED IN TABLE R301.2(2) ADJUSTED FOR HEJGHT AND EXPOSURE PER TABLE R301,2(3). EXTERIOR ~NDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENllFY1NG MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICA~ COMPUANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPEGIFlCAllON: AAMA/NWWDA 101/m.s.2 NOTE: DESIGN HOMES m. LC. DOES NOT SUPPLY OR INSTALL ANY MATEPJAL FOR PROTECllON AGAINST WlNDBORNE DEBRI,~ THIS IS THE RESPONSIBIUTY OF THE BUILDER OR RETAIL CUSTOMER. NOTES: 1. WINDOWS, SI<YUGHTS, AND DOORS OF EQUAL OR BEllER U VALUE, AND MANUFACTURED BY OTHER THAN GHOWIt MAY DE SUBSllTUTED. 2. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL RAWE A CLEAR OPENING OF 5.7 SO. FT. EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET O.EAR OPENING OF ,5 SO.FT. WITH A MAX. SILL i~EIGHT OF NOT MORE THAN 44" ABOVE FLOOR. THE ~NIMUM CLEAR OPENING HEIOHT SHALL BE 24'. ll-:E MINIUUU CLEAR OPENING ~Dll4 SHALL BE 20'. 3. DOORS, WINDOWS, VENTS ,~- OPENINGS IN EXTERIOR OR IN'I'EffioR TENANT, STAIR A. GARAGE'SEPARAIlON A~O~t~N~, ALS~O SI<YUGHTS. RIDGE VERTS, LOUVERS OR OPENINGS PASSING THRU A F1RE RATED ~EIUNO iN BE 3/4` M,N.,E =OSING OR HAVE A 3/4` NIN. 4-. EM~OY ESUAPE AND RESQUE OPENINGS SHALL BE OPERATIONAL FRON THE INSIDE OF THE ROOM WITHOUT 'DIE USE OF RETS OR TO0~ 5. ALL HABITARtE RQU~S SHALL BE PRO~DED MTH AGGREGATE GLAZING AREA OF NOT LESS THAN B PEROENT OF THE FLOOR AREA OF SUGH ROOM.~ NAII. ARAL VERllLATION SHALL BE THROUGH VMND~ DOORS, LQU~RS OR OTHER APPROVED OPENINGS lQ THE OUllDOOR NR. SUGH OPENINGS SHALL BE PRCYfDED WIll( READY ACCESS SHALL OTHER~ISE BE READILY CONTROLLABLE BY THE BUILDING OCQUPANT~ ~IN~M GHENAeLE AREA TO THE GU'mooRs SHALL BE ¢ PERCENT OF THE FLOOR AREA BEING VENTILATED. §.NO~ ENVELOPE INSULAllON R-VALUES AND 9LAZING U-FACTOR REQUIREMENTS FOR RESIDENGES USING ELECTRIC RESISTANCE HEAllRG. ROOP/CEIUNO: .............................. R-4g WALL (ABOVE GRADE)*: ........................ R-~§ 9LAZING U-FACTOR**: ......................... 0.31 FLOOR OVER UNHEATED SPADE OR DRAWL S~AGE WALb---R-30 BASD,4EIIT WALb ........... R-19, 7FT. OR TO TOP OF SLAB SLAB EDGE: ............................. R-l§, 4F3'. m OPAQUE DOORS SHALL HAVE A MAXIMUM U-PACTOR OF 0.35. "MAYJMUM ALLOWABLE GLAZING: 1§~ OF THE WALL AREA. 7. ROTE:COMPUANGE BY PERSCRIPllVE SPEOFlCAllON OR AR INDIVIDUAL COMPONENT BASIS. FOR BUILDINGS ~TH A ~NDOW AREA LESS THAN OR EQUAL TO 8 PERGENT~ '{2 PERCENT, 15 PERCENT, 18 PERCENT, 90 PERCENT, OR 25 PENOENT( DETACHED ONE-AND TWO-PAMILY DWSLUNGS ) OR 20 PERCENT, 2§ PERCENT, OR 30 PERGENT (TYPE R-2, R-4 OR TOWN HOUSE RESIDENTIAL BUILDINGS) OF THE GROSS EXTERIOR WALL AREA, THE THERMAL REDSTANCE OF INSULAllON APPUED TO THE OPAQUE BUILDING ENVELOPE COMPONENTS SHALL BE GREATER THAN OR EQUAL TO THE MINIMUM R-VALUES, AND THE THERMAL ll~ARS~)TFANSE OF ALL FENES1RATION ASSEMBUES SHALL DE LESS THAN OR EQUAL lQ 1HE MAX)MUM U-FACTORS SHOWN IN TABLE 502.2.4(.{), .502.2.4(2), 50ZZ4(3), 50Z2.4(4), 507.Z4(5), 502.2.4(8), $02.2.4(7), 502.2.4(8), 502.2.4(9) OR 502.Z4(10), AS APPUCABLE. SECTIONS 502.2,4.1 THROUOH §02.2.4.17 SHALL APPLY TO THE USE OP THESE TABLES. Nov 20, 2006 J Design Homes 274 (V276-12M) 27855 iCC197901 HINGED ATTIC ! 1 3-9-0 27-6-0 13-9-0 13-9-0 12.oo / wg9 15-6-0 BEH18D lx4 II 0-6-0 18 17 ~ 5x8 ~_2x6 II Conn. 375(Ib) 16 Conn. 752(Ib) Conn. 375(Ib) / ~mlm od~.l~ BEH18E ,:6 BEH18D B4 15 14 ~ Conn. 375(Ib) 2x6 II 5x8 --~ 4-10-0 J 7-9-0 I 7-9-0 I Spacing 2-0-0 Alt. Spacing 1-4-0 Alt. Spacing 1-0-0 Spacing 2-0-0 Alt. Spacing 1-4-0 Alt. Sparing 1-0-0~ LOADING (pst') LOADING (psi) LOADING (psi) LOADING (pst) LOADING (pst) LOADING (pst) j TCLL 40.0 (Pg) TCLL 60.0 (Pg; TCLL 80.0 (P! TCLL 45,0 (P( TCLL 67.5 (Pg) TCLL 90.0 (Pg)l Plateslncrease · Lumber increase TCDL 7.0 TCDL 10.5 TCDL 14.0 TCDL 7,0 TCDL 10.5 TCDL 14.0 J Rep Stress Incr CSI 1.15 . 1.15 TC YES BC 1 J27 6 wide 12112 attic [ Desi0ned by AM 6.000 e Apr 8 2004 MiTek Industries, Jnc Fn Sop 17 15:0436 2004 Page I 0.71 DEFL Vert(LL) Vert(TL) PLATES GRIP MIl2,0 197rl,44 BCLL BCDL Ct= 1.1 UnbaL 10.0 BCLL 15.0 BCLL 10.0 BCDL 15.0 BCDL Ct = 1.1 Cl = 1.1 37.5 Unbal. ~6.3 UnbaL 20.0 · 20.0 75.1 BCLL BCDL Ct = 1,0 Unbal. 10.0 BCLL 10.0 BCDL Ct = 1.0 29,5 UnbaL 15.0 15.0 44.3 BCLL 20,0 I BCDL 20.0 Code IBC2003FFPI2002 WB 0.65 (Matrix) 6) This truss has been designed for a 10,0 psi bottom chord live Icad Horz(l-L) in (loc) I/deft L/d -0.25 16-17 >649 248 -0.35 16-17 >460 180 0.01 13 Wa nfo M1118 Weight: 175 lb 18) This truss has been designed to meet 2003 MI B~td~g Cede, Sec. 2303.4. LUMBER TOP CHORD 2 X 4 SPF No.2 *Except* T4 2 X 6 SPF No.2, T6 2 X 6 SPF No.2 %2 = -1212/395 2-3 = -1083/388 DOT CHORD 2 X 10 SPF No.2 3-4 = -1057/392 4-5 = -891/461 WEBS 2 X 4 SPF Stud *Except* 5-6 = -324/118 6-7 = -171/134 W99 2 X 6 SPF No.2 7-8 = -168/132 8-9 = -329/117 BRACING 9-10 = -891/461 10-11 = -1057/388 TOPCHORD 11-12 = -1083/383 12-13 = -1212/386 BOT CHORD Structural wood sheathing directly applied or 5-3-13 oc pudins 1-18 = -196/666 17-18 = -196/666 BOTCHORD 16-17 = -195/666 15-16 = -195/666 Rigid ceiling directly applied or 8-2-13 ocb racing. 14-15 = -194/666 13-14 VVEBS : -194/666 WEBS 5-9 2-18 = -185/523 12-14 = ~182/521 5-9 = -5701532 4-17 = -292/325 10-15 = -292/322 I Row at midpt REACTIONS (lb/size) 13 16 Max Ho~z Max Uplift 13 = Max Gray 699/0-3-0 -550(load case 7) -303(load case 10) *301(Icad case 9) *51(Ioad case 9) 1207(load case 3) 13 1211(Ioad case 4) 16 772(Ioad case 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD NOTES 1) Wind: ASCE 7-98 & 7-02; 100mph; h=30ft; TCDL=2.Spsf; BCDL=4.0psf; Category II; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever leg and right exposed; end vedicaf left and dght exposed; Lumber DOL=1.60 plate gdp DOL=l.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) TCLL: ASCE 7-98 & 7-02; Pg= 40.0 psi (ground snow); Category II; Exp C; Partially Exp.; CI=I.1 3) Roof design snow Icad has been reduced to account for slope. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed as per iBC Sect. 1605.3.1.1 Load reduction, for multiple live loads. nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated, 8) See BEH18 DETAILS for plate placement. 9) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 10) All additional member connections shall be provided by others for forces as indicated. 11) Ceiling dead load (5.0 ps0 on member(s). 4-5, 9-10. 5-9 12) Bottom chord live load (30.0 pst) and additional bottom chord dead load (0.0 pst) applied only to room. 16-17, 15-16 13) Provide mechanical connection (by others) of truss 't~3 bearing plate capable of withstanding 303 lb uplift a joint 1,301 lb uplift at joint 13 and 51 lb uplift at joint 16. 14) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Truss members shall not be cut. drilled, sliced, notched or otherv~se altered without written approval of the design engineer, 16) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building is put into service. 17) This truss has been designed to meet the 2003 iBC Section 2308.10.7.1; 2003 IRC R802 10.2, 19) This truss has been designed to meet 2003 MI Residential Code, Sec. R802.10. 20) This truss has been designed to meet 2002 BCNYS sec 2303,4 (Building Code of New York State) 21) This truss has been designed to meet 2002 RCNYS R802,10.2 (Residential Code of New York State) 22) This truss also meets an alternate wind speed of 122.5 mph when spaced at 16"oc (Except max DL=10.2). ,~ WARNING - Verify design parameters and READ NOTES umversal Fa'esl Produ¢ s In¢ 2BD1 EASTt~ELTLINE RD NE MWFRS Calculation Design Homes The calculation summary Is on page 4 through g WFCM Chapter 2~ Engineered Design Building Description Wind Design General information Speed 120 Pitch ?/12 ' .12 Joist + Sheaetin~ Depth in, 10 Exposure C Truss Spacing o.c, in. 16 Mean Roof Height 19.7 Stories I Total Span W ~7+5 CURE ,adjust. Factor 1.25 Total L 56 Building Aspect Ratio 2.0 Shear Wall Information Minimum segment Length based on 3,5:1 Aspect ratio 2.29 ft 56 Wall Lg L~ f~ Segment Lengths V~th Full Height Sheathing Tota~ 27.5J 5sI 3.7J 6.sI 6.941 3.3J s,2sJ 3,3tir 't J jLengm FulHgt. OpnHUn Jn Max Adj. Fac Spacing 53% 69 1 16 Digitally signed by John A. Wallen P.E. Date: 2006.11.10 17:45:17-05'00' FACTORY BUILT MWFRS Calculation WFCNI Applicability Limitations Mean Roof Height (MRH)S 33ft OK No Stories_< 3 OK Story height ~ 12P,. OK Design Homes PR6000 Wallen Engineering $olutiens, Inc. 111 S. Summit St. Lock haven, PA MWFR$ Calculation Design Homes Ref WFCM 2o01 Wallen Enginee~lng Solutions, Inc. PR6000 t 11 s. Summit St. 11/10/2006 Lock haven, PA Typical Fastenem used in design Assume SPF Framing for modular G=0.36. and SYP or DF Sill Plates. Truss to top plate straps Z - Lbs. Simpson H2.5 365 Simpson H10 850 Steel Tension Straps 1+5"x26 ga. Steel Strap wi(9) 15 ga x 1.5" leg Staples Each End 535 1.5"x22 ga. Steer Strap w/(l 5) 16 ga x 1.5" leg Staples Each End 891 1.5"x20 ga. Steel Strap w/(17) 16 ga x 1.5" leg Staples Each End 1069 (2)-1.5"x22 ga. Stael Strap wi(30) 16ga x1.5" leg Staples Each End 1782 (2)-1.5"x2g ga. Steel Strap w/(34) 16ga x1.5" leg Staples Each End 2138 (2)-t.5"x18 ga. SteeJ Strap w/{34) 15ga x1.5" leg Staples Each End 2852 (3)-1.5x20ga. Stash Strap w1(52) 16ga x 1.5" leg Staples Each End 3207 1- Simpson LSTA21 Strap he fastend Per Simpson Recommengation 1235 1- Simpson MSTC28 Strap 8e fastened per Simpson Recommendation 3110 1-Simpson MSTC48 Strap tie fastened per Simpson Recommendation 4495 Foundation Hold down Straps Assume g" rnin concrete wail with 1.5" rain edge distance, min. F~ = 3ksi Simpson LSTHDgRJ 1950 Simpson LSTND10RJ 3230 Simpson LSTHD14RJ 4430 Simpson (2)-LSTHD14RJ 8860 Simpson HTT22 Salt Down Hold Down 5250 Simpson HHDQ11 Bolt Down Hctd Down 3615 Simpson HHDQ14 Salt Down Hold Down 12350 725 1056 1488 32O 115 85 77 202 168 Shear Plate/Angles SimpsonLTP5 Simpson A23 USP Straps { nailed per USP Instructions) RS150 189 Straight Strap w/(18) 10d nails RS250 20g Straight Strap wi(lO) 1Od nails RS300 22g Straight Strap w/(10) 10d nails HTW20 14g Twist Strap (20' long} W(24) 10d nails MTW12 16g Twist Strap (12" long) W(14) 10d hairs LFTA6 16g Twist Strap (lg" long) w(14) 10d nails MTW20 lSg Twist Strap (24' long} w(14} 10d nails LSTA9 2gg Straight Strap (9" long) w(8) 10d nails LSTA12 20g Straight Strap (12' Ig)w(10) 10d halts LSTA15 20g Straight Strap (15" Ig) w(12) 1Od nails LSTA18 20g Straight Strap (18" Ig) w(14) 10d nails LSTA21 20g Straight Strap (21 ' Ig) w(16) 10d nails LSTA24 20g Straight Strap (24" Ig) w(16) 10d nails LSTA30 18g Straight Strap (30' Ig) w(22) 10d nails MSTA18 18g Straight Strap (18" Ig) w(14) 10d nails MSTA24 18g Straight Strap (24" tg) w(18) 10d nails RT 10 15g Hurricane Anchor PHD8 Bolt Down Foundation Anchor PHD2 Eolt Do,am Foundation Anchor 7/16" OSB with 2"xl 6 g~ staples 6-additional per stud and E Z- Lbs. 510 555 1275 755 825 1325 1030 1030 1030 73O 910 980 98O 98O 98O 1305 1275 1305 585 8295 4770 360 Nov 10, 2006 MWFRS Calculation Design Homes WaUen Engineering Solutions, Inc. Ref WFC M 2001 PR6000 111 S. Summit SI. 11/10,'2006 Lock haven, PA Shearwall and Connection Summary See Below For Calculations Shearwalls First Story End 16"o.c. Studs 7/16" OSB Extedor (Blocked) w/1/2" GVVB Intedor (Unblocked) First Story Side 16"o.c. Studs 7/16" OSB Exledor (Blocked) w/1/2" GWB Intedor (No Specific Fastening) Edge nails Nam edge spacing; OSB ~ 6"o.c. Sd, or 4" o.c. 2"x16ga staple Connections (Fasteners with equivalent rated values may be substituted) Uplift (All connections are per stud or truss un~ess noted) Truss Tie Down t .S'x22 ga. Steel Strap w/(15) 16 ga x 1,5" leg Staples Eacfl End each truss Top plate to stud 1.5"x22 ga. Steel Strap wl(l 5) 16 ga x 1.5" leg Staples Each End 1.5"xgg ga. Steel Strap w/(15) 16 ga x 1.5" leg Staples Each End Fimt story floor to sill plate (2)-1.5"x18 ga. Steel Strap wl(34) 15ga x1.5" leg Staples Each End Wrap under sill at each Anchor Bolt Location Lateral (For Roof to P a e, Plate to Plate, Plate to Stud, and Plate to Floor) Tress to top plate 3 - 0.131"x3" nail (T~ Nail) Lateral Single Shear 0.131"x3" nail (Face Nail) Lateral Single Shear 8 "o.c. 3 - 0.131"x3" nam (End Nail) Lateral Single Shear Softom plate to floor 0.13t"x3" nail (Face Nam) Lateral Single Shear 8 *' o.c. Segmented< 14.49 OK Perforated NG MWFRS Calculation Ref VVFCM 2001 Design Homes PR6000 Floor Diaphragm Continuity First Story Module to Module at Floor Perimeter Along Mate Line 1/2" bolt quanSb/ requirements = 8 minimum Modale to Module at Floor Perimeter Ends of Module (2)'1.5~x22 pa. Steal Bt. rap w/(30) 16ga xl.5' leg Staples Each End Shear Connections First story endwarr Perimeter Band to Sill Plate Use Sill Plate to Foundation Use Either First story sidewall Perimeter Band to s~rPlate Use Sill Plate to Foundation Use Either Comer Hold Downs and Comer Stud Connection Fimt story each comer 0 162"x3,5"(16d) nail (Toe Nail) Lateral Single Shear 34 inches o.c. max spacing 1/2" diameter A~chor Bolt 1.7 ff o.c. max spacing OR 5/8" diameter Anc. hor Bolt 2.5 ft o.c. max spacing O.162"x3.5"(16d) nail {Toe Nail) Lateral Single Shear 22.5 inches o.c. max spacing 112" diameter Anchor Bait 6 fl o.c. max spacing OR 5/8" diameter Anchor Bolt 6 ft o.c. max spacing Hold Down Required, Use A Simpson LSTHD10RJ First story stud conneolJon Spacing for (2) rows Nails = 0.162"x3.5"(16d) nail (Face Nail) Lateral Single Shear 12 in o.c. OR 10 - 1/4" diameter Lag Screws equally spaced Wallen Engineering SoluOon$, Inc. 111 S. Summit SL Lock havefl, PA Copyright ¢~ 2006 Watlen Engineering Solutions, Inc. MWFRS Calculation Design Homes WaRen Engineering Solutions, Inc. Ref WFCM 2001 PR6000 111 S. Summit St Uplift Load Analysis and Connection Design Design Data Roof &Ceiling Dead Load (DLR) 18 psi Wall Dead Load (DLVV} 4 psi Floor Dead Lead (DLF) 10 psi Roof Span 27.5 ff Truss Spacing ITOC} 16 in Wall Stud Spacing ' ' (sec) 16 in First Story Height H1 8 ff Uplift Cofqnecbon Load from WFCM 2001. Table 2.2A (see note 2.) Table Span Table Load ~ D-psi DL J 24 390 PLF 36 544 Pi.F Interpolated Span/Load 27.5 I 434.5 PLF (Wu,) = (Table Value @ 0psf)(CMRH)-0.6(DLR)(2 + (span/4)) = 434.9(1.25)-(0.5)(18)(2 + (27.5/4)) Truss Tie Down Load and Design Pu, = (Wup)(TOC) 1.5"x22 ga. Steel Strap w/(15) 16 ga x 1.5" leg Staples Each End each ~uss Or Cannecfion to provide 597 Lbs. ten$ior~ 447.775 PLF MWFRS Calculation Ref WFCM 2001 Bidewall Stud Tiedown Load and Design Top Story Top Plate to Stud First Floor Stud to Floor Perimeter t 5"x22 ga Steel Strap wi(ts) 16 ga x I 5" leg Staples Each End Or Connecbon to provide 537 Lbs. tension Side Wall First Floor Perimeter to Sill Tiedown Load and Design Design Homes PR6000 Pt,, = (W~p)(SOC) = 447.775 ' 16in(lff/12in} = P~.~ = Plst - 6.S(W~L)HI(SOC) = 597-(0.6)(4)(8)(16112) 597 Sidewall UplA at Sill W,a = (P1 sb/SOC) - 0.6'(DLF)'(W1/4) = 571.4 (12/16) -0.6(10)(27.5/4) = Anchor Bolt Strap Tie Dow: Load 1/2" Anchor Bdt Spacing (SOC)= 72 in. max P.a= WsilI(BOC) = 387.3(72/12) = 2323.8 Lbs (2)- 1.5"x~ 9 ga. Steel Strap w/(34) t 5ga x1.5" leg Staples Eacfl End .. VYrap under sill at each Anchor Bolt Location Or Connection to provide 2323.8 Lbs. tension Perimeter Beam Bending Check M.~ = W~,(BOC)2 = 387.3((72/12)^2)/8 1742.9 flab SPF # 2 Fa' TM F=CDCF -- 875(1.6)(1.2) = 1680 psi Mber Size S~od in3 2 - 2xl 0 42,5 M.= = F~'Sm.~ = 1680(42.8)/12 5992 ffqb · 1742.~ft lb OK Lbs 571.4 387.3 plf Wallen Engineering Solutions, Inc. 111 S. Summit St. Lock haven. PA Lbs MWFRS Calculation Design Homes Wallen Engineering Solutions, Inc. Ref WFCM g001 PR6000 111 S. Summit SL 11/10/2006 Lock haven, PA Ceiling Diaphragm Lateral Load Wind ~Lto ridge From WFCM 2001 Table 2.5A Roof Pitch Table Span 12J12 [ 36 24 (Wr=,~)' = WroofJ~CMRH)(CWH) = [299.7)(1.25)(1} = TaMe Load Perpendicu[arto Ridge 273 PLF 361 PLF 373.4 PLF From WFCM 2001 Table 2,5S Table Span 29 (W,~i,,)' = Wroof I] (CMRH)(CWHI = (179.7)(1.25)(1) = Table Load Perpendicular to Ridge 166 PLF 210 PLF 179.7 PLF ] 224.6 PLF Floor Diaphragm Lateral Load Wind I to ridge From WFCM 2001 Table 2.5A V~nd load J- ndge =1 219 (W,~:rz') = WIloorJ-(CMRH)(CWH) = (219)(1.25)(1) = PLF I 273.8 PLF Wind ~1 to ridge From WFCM 2001 Table 2.5B ~nd load u ddge =1 149 PLF I (W,~, .)* = Wfloor ~l (CMRH)(CWH) = (149)(1.25)(1) = t86.3 PLF MWFRS Calculation Design Homes PR6000 Lateral Framing Load Analysis and Connection Design For Wind (For Roof to Plate Ptate to Plate, P a e to Stud and Plate to Floor) Truss Connection to Wall Lateral Wind Load WFCM 2001 Table 2.1 132 PLF Interpolate8 Max Wall Ht / Lateral Load (Ww~ = (W~.~)' = W~all (CMRH)(CWH) = (132)(1.25)(1} = 165.0 PLF Truss to Top Plate P~.,,, = (W~vall')(TOC) = 165(16/12) = 220 Lbs Z = 95 Lbs 0.131 "x3" nail (Toe Nail) Lateral Single Shear Required = Ptr~ss/Z = 220/95 = Top Plate to Plate , . Z = 115 Lbs O ~31"x3' nail (Face Nail) Lateral Single Shear 8 "o.c. Plate to Stud P~ = Wwal]'(SOC) = 165(16/12) = 220 Z = 77 Lbs 0 131"x3" nail (End Nail) Lateral Single Shear Min. Reqd. = PstiZ = 220~17 = Plate to Floor Perimeter Z = 115 Lbs 0.131"x3" nail (Face Nail) Lateral Single Shear 8 "o.c. 132.0 PLF 0.131"x3" nail (Toe Na~) Lateral Single Shear Per Truss 3 - 0.131"x3" nail (End Nail) Lateral Single Shear Per Stud Wallen Engineering Solutions, Inc. 111 S. Summit St, Lock haven PA MWFRS Calculation Ref WFCM 2001 Shearwal[ and Diaphragm Design First Story Endwag Sheathing Length Requirements and Design Design Homes PR6000 11/lo/'2o06 Ehea~¥~oll Reaction (1~.~1) = (L1(WroofJ./Nend) = (56(373.4)/2) = 10455.2 Lbs Shearwall Type ~6"o.c. Studs 7116" DEB Exterior (Blocked) wi 1/2" GWIB Interior (Unblocked) Sheathing Nail Reguirements Nail edge sp~cing; DEB. 3"o.c. 8d, or 2" o c 2"xl6ga staple, GWB. 4"o.c. 5d Shearwall Strength V 755 PLF (WFCM 2B01~ Table 3.170 ) Min Req. Shearwall Segment Length 2.29 FOIl Height Sheathing Prov~ed 14.49 Min % Full Height Sheathing 33% ' Max Unrestrained Opening Height 69 Perforated Adjustment Factor (Cp) 1.46 (interpolated from V~FCM 2001. Table 3.17E ) Number of Shearwags (N, na) 2 Min Length Segmented Shearwalls Required = RendlNprov = 10455.2/755 -- 13.8 ft min. < 14.49 OK NG Min FH Sheath Length Preforated Shearwalls Required = CpILsl) = 1.46(13.8) = 20.1 ft min. First Story Horizontal Diaphragm Requirements and Design for Conti~uity Mate Line Through Bolt Requirements at Floor Perimeter (Based on Deep Beam Shear) V,= = (3/4)(WI]oorJ-')(IJ2) = (3/4)(273.8)(56/2) = Z bolt = 1/2" bolt quantity requirements = VIloorFZ = 5750/725 = 5750 Lbs 725 Lbs/bolt g bolts required Module to Module Strap requirements at Floo¢ Perimeter Ends (Eased on Chord Continuity} Chord Tension (Tc) = (314)(W~oorJ-')(L/2)/4 = (314)(273.8)(56/2)/4 (2)-1.5"x22 ga. Steel Strap w/(30) 16ga x1.5" leg Staples Each End Or Connection to provide 1438 Lbs. tension 1437.5 Lbs Wallen Engineering Solutions, Inc, 111 S. Summit Sh Lock haven. PA MWFRS Calculation Design Homes PR6000 First Story Endwail Connection Analysis and Design for Shear Lateral load = (WmofJ-')+(3/4}(W/~oorJ.,) = (373.4) + (3/4)(273.8) = V~ate~a~ = (Latera~ Ioad)(L/2} = 578.8(56/2) = 18206.4 Lbs 0.t 62'~x3.5'(16d) nail (Toe Nai~) Latera~ Single Shear Z = 168 Lbs Required Spacing Si0 to Foundation Analysis and Design for Shear 1/2" diameter Anchor Bott Z = Required = V/Z = 16206.4/1056 = = (Vlaterai)/Z/W= 16206.4/168/27.5 = = 17JRequired = 12/3,508 = 1056 Lbs OR Spacing = (W-2}/(Required - 1) = (27.5 - 2) / (16 - 1) = 5/8" diametecAnchor Bolt Z = 1488 Lbs Required = V/Z = 16206,411488 = 11 Bolts Anchor Solts begin rain 4", max 12" from exterior of wall comer, 3.508 per foot 3.4 inches o.c. msx spacing 1,7 ft o.c· max spacing 2.5 ft O.C. max spacing 5788 PLF Wallen Engineering Solutions, Inc. 111 S. Summit St. Lock haven, PA Page 11 of 14 Copyright ~ 2006 Walien Engineenng Solutions, Inc, MWFRS Calculation Ref WFCM 2001 Design Homes PR6000 First Story Sidewall Sheathing Length Requirements and Design Shea~vall Reaction (R~,=,~) = (VVl(Wroefll'/Nside) = (27.5(224.6)/2) = 3088.3 Lbs Shearwall Type 16"°'c'StudsTI16"OSBExteHor(BlockedJwll12"GWBInterior(NeSpecificFastening) Sheathing Nail Requirements Nail edge spacing; OSB - 6"o.c. Sd, or 4" o.c. 2',x16ga staple Shearwall $~ength V ' ' MIO Req. Shearwa~{ Segment Length Fulr Height Sheathing Provided Mtn % Full Height Sheathing Top Story Max Unrestrained Opethng Height Top Story Perforated Adjustment Factor (C1)) Top Story Number of Sheacwalls (N~,) Mtn Length Segmente~ Shearw~s Required = Rsidel Nprov = 3088.3/336 = 9.2 ff min. < 30.46 OK Mtn FH Sheath Length Preforaled ShearwalJs Required = Cp(Lsl) = 1.44(g.2) = 13.2 ff min. < 3046 336 PLF (WFCM 2001, Table 3.170 ) 2.29 3046 54% 1.44 (thterpciated from WFCM 2001, Table 3.17E ) 2 First S!~ry Sidewall Connection Analysis and Design for Shear Perimeter to Sill Fastening Lateral load = (Wroot')+(3/4)(VVl~oor') = (224.6)+(3/4)(156.3) = Vl~*,,l~ = (Lateral Ioad)(VV/2) = 364.3(27.5/2) = 5009.1 Lbs 0.162"x3 5"(t6d) n.~il (Toe Nail) Lateral Single Shear Z = 168 Lbs Required =(Vlateral)/Z/Lfl = 500911168/56 = Spacing 364.3 PLF = 12/Required = 12/0.532 = 0.532 per f~ot 22.5 inches o.c. max spacing OK Wailen Engineeriag Solutions, Inc. 111 S Summit St. Lock haven, PA Page12of14 Copynght ~ 2096 Wallen Fngineermg $~lutions, Inc. MWFRS Calculation Ref WFCM 2001 Design Homes PR6000 1056 Lbs 5 Bolts Spacing = (L-2)l{Required * 1 ) = (56 - 2) / (5 - 1 ) OR 5/8" diameter Anchor B~ Z = 1480 Lbs Required = V/Z = 5009.1/1488 = 4 Bolts Spacing = (L-2)/(Reguired - 1) = (56 - 2) / (4 - ~) = Anchor Boft$ begin rain 4". max tZ' from ex, ado r of wall comer. Corner Hold Down Requirements for Uplift Due to Overturning Fimt Story Endwall Analysis for Uplift Due to Overturning Shearwall Height (H~) = 8 ft Sheerwall Reactmn (R~.~I) = 10455.2 Lbs Uplift (U,~) = {Rend1 (H1 }/VVfl ) = (10455.2(8)127.5) First Story Sidewall Analysis for Uplift Due to Overturning L. = 56 ff Shearwarl Height (H~) = 8 ft Shearwall Reaction (R~.~) -- 3088.3 Lbs Uplh't (U,~) = (Rsidel(H1)/Lfl) = (3088.3(8)/56) = 6 ft o.c. max spacing 6 ft o.c. max spacing 3041.5 Lbs 441.2 Lbs Wallen Engineering Solutions, Inc. 111 S. Summit St Lock haven. PA MWFRS Calculation Ref WFCM 2001 Design Homes PR6000 11/I0/2006 Dead Load (Overturning resistance) Dead load calculated per N¥SDOS Comer Roof Story Sidewall Roof and Ceiling (DLR) = 0.6(DLR)(4ft)VVft/2 = 0.6(15)(4fl)(0)/2 = Wall Dead Load (DLW) = 0,6(DLW)(Ht)(4ft) = 0.6(4)(g)(4ff) = Total -- Corner First Story Endwall Wall Dead Load (DLW) = 0.6(DLW)(H1)(4ff) = 0.6(4)(8)(4ft) = Corner Hold Down Desig~ First Story Corner Hold Down Design Max Uplift from Ove~uming = $041.5 Lbs Dead Load Resistance to Overturning = 670.8 + 76.8 = Hold Down Required = 3041.5 - 747.6 = Hold Down Required, Use A Simpson LSTHD10RJ Or Connec0on to Pro~ide 2293.9 Lbs of Up~ift Tension 594 Lbs 76.8 Lbs 670.8 Lbs 76.8 Lbs First Story Corner Stud Connection Max Uplift from Overturning = 3041.5 Lbs 0A 62*'x3.5"(15d) nail (Face Naif) Lateral Single Shear 747.6 Lbs 2293.9 Lbs Jn each building comer Z = 202 Lbs Required = UUZ = 3041.5/20g = 16 - 0.102"x3+S"(16d) nail (Face Nail) La/emi Single Shear Spacing for (2) rows NaJs = 2(12)(Ht-.375)Z/Ul = 2(12)(7,625}(202)/3041.5 = 12 in o.c. OR 1/4" diameter Lag Screw Z = Required = U1/Z = 3041.5/320 = 320 Lbs 10 ~ 1/4" diameter Lag Screws equally spaced Wallen Engineering Solutions, Inc. 111 S. Summit St_ Lock haven, PA Foundation note: Foundation must be designed by others to resiSl lateral and longitudinal shear, uoliff, and hold down forces ~ both directions. Mason~J units are not recommended for pier type foundations. Where pier or pile type foundations are used, the)' require a continuous beam connecting the piers or piles. This beam must be of suffident strength to resist all Ioadsimposed. The beam is designed by the foundation deslgr~r, and is wot designed within these calculations. Hold down location per MWFRS calcs Shear wall locations per MWFRS calcs I ? 3 4 5 G '/ & 9 I0 II 12 13 14 15 IG 17 STEEL BEAM ~.~ V[~I~ 5TALA LOCATION, I __ ~UN AND P~MING WITH WITH HOUD[ MANUPACTU~A POUNDATiON [ ~ ' ~ COMPOSITE DO0~ ~ B~ P~OSECUTED, ~ I ~ FINISHED ~OOM 2,~¢,,~TUD5 ~ I6"O.C ~ ~ TOP * BOSOM ~ICAL). CONC.PIEA I [ % ~ ~ COMPOSITE DOOR ~ ¢ G~.BD, ON CEILING e THROUGH OUT ~EINFO~CED I E¢~Sa [ TW210410 NOTE: ~ ~ TOWN, STATE / ' ~ = ~ INSULATIOkl , ~ , , FOUNDATION PLAN ~--~ ~ ADDITION , D E T A I L ~ POWNDATION AND 0000 K J H G F E D C A I 2 3 4 5 G '/ 8 ~ I0 II 12 13 14 15 I~ 17 5TELL SEAM ~, FLUSH WITH TO~' OF . ~ ~..,~..~o~,~ . ] -. ~ ............................. ~ DETAIL I ~' ~ ~ . ~3/4 PIR, ~T~P __lI THE ARCHITE~. JN~IN6EMENT5 ~ILL ~o~,~ ~.~,~ , , _~_ ;_ 5TELL WITH ~LDED P~T~5 / G,x I 2,, POUND -- I , ~, ~,~¢,,~T~¢ e ~"o,c. ~_ _ ~°" * ~o~ov ~l:AU, co,c.~* ~ I I I 3/4H~,~TED EA,SIDEE-ICBA~INSUL ~ % NOTre I ' L~D~TENTBEFO 'E COMPOSITE DOOR ~ 3/4 H~, ~TED F~MiNG ABOVE DY I C, /F~TE ~ P~FA~ ¢ I '~ COMPOSITEDO0~ HOUSEMANUFA~U~E [ I c, 'LO~oSEOINWATEt I P~OVIDE P,T, 2"xG" I I 4 'r~Y~Y~TEMCANN ~uc~u~ ~ I ~,,. w~ ~l~ ~l~, w~o~ I ~ , L ~ ~ ~ ALL ~BING V,' T-Z ' I ' '1 d h I I &~aN~S~, , ~2,o4mo TW2,04,0 NOTE, APPROVED A.S NOTED ~ TOWN, s~ IS UN~WF J ~ , ~ ~ OF ~6UPAN6) ~ ~ NOTIFY BULDir,F~ ' 4. FINAL - CONST,iUCZlON MUST ~ ADDITION ' ALL CONSTRUCTION SHALL MEET ~ E~ CE~ ( F NAILING & ~OT 0 REQUIREMENTS OFTHECODESOFN N , - / YORK STATE. NOT RESPONSIBLE F ;~ RE~IRED. JNLESS ACTING UNDER DIRECTION OF A LICIF.~SE~ I ARCHITECT, TO AL'ilER AN~ ITEM ON 11~115 DRAWING IN~ PRINT DATE 5CALL DES~RImBEDIN~.ORD.~.~~ lEmUR JAN I O Zlltl§ PURSUANT TO sEOT~C ~ ~,~ ~,~,..,..,. . ' THE ~ OWN ¢OBE. K J H FI i~ UP WITH HOUSE MANUFACTUI~R POUNOATION ~, I 4'-O"X4LO'~ ILO" ~ / AND F~ME m I ,~. "~~ I ~ ' _ ~ ~ ~ , 2,~¢,, 5TUp¢ 8 I 6',0,~C~C. %_ TOP ¢ ~0%OM ; m m COMPOSITE DOOR ~ 3/4 HR, ~TEO F~MING A=VE DY m I I ~ ~,~ ~,T~ ~o~ I Q~ WITH W,~.ME5H AND ~ MIL WALL AND STUD5 AB~E I I I ~'-o" I m m I I I h I I G F E C A