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Home My WebLink About37240-Z guFFOt�c Town of Southold Annex 7/27/2012 ,�o�A oGy P.O.Box 1179ZT _. _.. Z 54375 Main Road oy Southold,New York 11971 _ CERTIFICATE OF OCCUPANCY No: 35847 Date: 7/27/2012 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 135 LIBERTY LANE SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 78.-9-75 Subdivision: 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 issuedd 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 R10-05-0080 6/6/12 ELECTRICAL CERTIFICATE NO. 01-000233 10/6/07r PLUMBERS CERTIFICATION DATED 5/25/12 Mike Jacobi Plumbing&Heating Authorized Signature " TOWN OF SOUTHOLD ��o�gUFEO(�C y BUILDING DEPARTMENT y a ' 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 2/16/2007 and approved by the Building Inspector. To expire on 11/2312013. Fees: PERMIT RENEWAL $813.05 Total: $813.05 Building 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 135 LIBERTY LA SOUTHOLD County Tax Map No. 473889 Section 078 Block 0009 Lot No. 075 pursuant to application dated FEBRUARY 16, 2007 and approved by the Building Inspector to expire on AUGUST 28, 2008 . Fee $ 1, 626 . 10 Authorize Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. or new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept.-of water supply and sewerage-disposal (S-9 form). X Approval of electrical installation from Board of Fire Underwriters. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 22 New Construction: Old or Pre-existing Building: (check one) Location of Property: 3� L (a 6-A/^L� t & House No. Street Hamlet Owner or Owners of Property: G7w) W/, to r L 1661'�qw F 6-F-1 Suffolk County Tax Map No 1000, Section U 70 Block 0 66 j Lot 6 7 Subdivision �,�a,�-O / Filed Map. Lot: Permit No. c �7 Date of Permit. 2 ( d? Applicant: �� T��I�L?✓GJ Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 5n , C) l J plicant Signature Certificate of Compliance Page 1 or t CERTIFICATE OF COMPLIANCE CERTIFIED ELECTRICAL INSPECTIONS, INC. 188A PARK AVENUE,AMITYVILLE,NY 11701 . CERTIFIES THAT Upon the application of Upon premises owned by Mike Wilson Electric Mr. &Mrs.Foss 48 Nassau St. 135 Liberty Lane Islip Terrace,NY11752 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: Partially Finished Basement, Garage and Service Equipment A visual inspection of the premises electrical system,limited to electrical devices and wii`* g•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 Tyne 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 Disconnnect i 200 AI4Ir 220 V Circuit Breaker Duplex Receptacle 16 15 AMP 120 V General Purpose 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 seal- , This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. DEC 18 6LD 7. DEP` T Wig OF SO;DTHOLD Town Hall Annex 54375 Main Road Telephone(631).765-1$U2 .. .P.O.Box 1179 N. Pax(631).765-95,02 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFIC ATION Date: Building Permit No.-3 �? Z . Owner: �� t!.t✓( !� QS� (Please print) Plumber: tY�! et; , 1 G661 f d' • . (Please print) I certify that the solder used in.the water supply system contains less.than 2/I0 lead (Plumb Sworn to before me this day of 20.�a- CONNIE D. BUNG--i Notary Public,State.of;N.-W,Y. No.01 BU6185b:s- Qualified in Suffolk C;.•:. " Commission Expires Apra Notary Public, < County CONNIE D.BUNCH' Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County + Commission Expires April 14,2�)o OF SOUryolo s N 3e TOWN OF SOUTHOLD BUILDING DEPT. 7C5-1802 INSPECTION KFOUNDATION 1ST [ ] ROUGH PLBG. [ ]] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ® A i _LsLd V✓ 1 i �v c�� %A' DATE INSPECTOR OF SO(/lyolo cOUNi`l,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OF SO(/ryolo c0UNT1 Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: c L6L- S - • V DATE 7�—/ol- ,-o INSPECTOR OF SOlf,yo�o - 12 Va urm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ DATE INSPECTOR SOblyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL Ale- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: fy F D Lc ( .I-) �an►G b Al*n- DATE �� INSPECTOR pF SOpTyo� - 7va-�o # • ao courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' : ,- I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION,2ND [ ] INSULATION _ [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e.� DATE .�� 1 �� r NSPECTOR ^�96 FIELD INSPECTION REPORT DATE COMMENTS Wb FOUNDATION(1ST) , �,y Aj ZZ 2, d FOUNDATION (2ND) z r W d Ui y ROUGH FRAABNG& . y PLUMBING . INSULATION PER N.Y. STATE ENERGY CODE rr nn V' ' d FINAL , �..� © /�G'd , ADDITIONAL COMMENTS C•+ Z 70 ` b �U i o z v a � x od 00 y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 119714W 4 sets of Building Plans TEL: (631) 765-1802` , Planning Board approval 4 FAX: (631) 765-9502- Survey www.northfork.net/Southold/ PERMIT NO. 3Q 7 �. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20_ Mail tp:�G_h�TL� }J CS 4 Disapproved a/c t�/ll�� /'�j,/ d Phone: 7r/,3�'��``�9 7—a1�_ Expiration 120 Building Inspector 5 16 2Q0� �` APPLICATION FOR BUILDING PERMIT Date l'� , 20 J 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 inter.m, 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. .► F-F�L- (Signature�of applicaridor name,if a corporation) \ . # LCJ� S c-e h ti el tkJSo'7 �7 6 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �"f t�,h J ' S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: y� l,—,,5, [_-,i r+)/L.,-, House Number Street Hamlet County Tax Map No. 1000 Section 7 Block Lot.,. `, _ 15' Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ;3 c A m vk p c^ A n. Intended use and occupancy ►� Sr ehe 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition V—' ther Work (Description) 4. Estimated Cost /' � 000 O (J Fee I (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 � S 6 � —Depth 8. Dimensions of entire new construction: Front .S6 Rear Height Number of Stories 9. Size of lot: Front I!ke,6-6 Rear / 114qr 6 6 Depth l 0 3-- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO V/ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO r✓ * 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 L, I �;01, 3 , ,C—oS5, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 6c'-)► 9::� (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. Sworn to fore me t� day of 0 Notary Public Signatur f Applicant BARBARA ANN RUDDER Notary Public,State of Novi York No.4855505 Qualified ln-Buffolk Cou:ity Commission Expires April 14,M10 TOWN OF SOUTHOLD PROPERTY RECORD.CARD OWNER STREET (fir', VILLAGE DIST. SUB. _ LOT Paw t.. i �% < �,� �e � �� w �, to -uqus-#- A Se2, �r ACR. J REMARKS / J �f$ Ce, 'Q � y �• CLcC�.( �..-2 r1 gC cbso TYPE OF BLD. Oleo .J PROP. CLASS, LAND IMP. TOTAL DATE /O as 9-; -k,p IZP, 1 7a,�> - ccne S o o 0- o o f�� s7 7-L I 17, �" 8�7,s MO-62ra ;�o C/0 t�a&�„f; s"oo� LC I I — 24 �� 1 OAF QP -3 0n� add i ta'on t �clC add i ;an nqoo 5©0 / m 27 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND 43 BULKHEAD HOUSE/LOT 2-"7 0 TOTAL s ■■■MO11[iNEMMEM®■■■■■■■ 4-1-17 L Basement Interior Fin Ext. Walls' • 4 • Fire Place11R.• Rooms 1st Floor Driveway Rooms.2nd Floor i Ell- SUFFOLK COUNTY WATER AUTHORITY Septembe-19, 2005 2045 Route 112, Suite 1, Coram, New York 11727-3085 �.� (631)698-9500 FAX(631)698-9851 Lillian J. Foss 111 S. Hillside Ave Succasunna, NJ 07876 Re: 135 Liberty Lane, Southold SCTM# 1000-78-9-75 File#4372186 Dear Ms. Foss: The Suffolk County Water Authority has received your.application for water service for the above referenced parcel. The parcel is designated 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 fees. 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. Keymioney 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 maybe 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 February 27,2007 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 matter. Sincerely, Robert I. Brown,AIA i PC, 1.BROW c�' S� 1634, y0 gTFOF ,1- V� Southold Town Building Department �o�o UF�IKcaG�, P.O.Box 1179 Permit#: 32764 54375 Main Road o ` Southold,New York 11971 Permit Date: 2/28/2007 y 1 �o�Sri (631) 765-1802 Expiration Date: 8/28/2008 Parcel ID: 78.-9-75 Dated: 5/14/2012 Applicant: EDWIN&LILLIAN JANET FOSS Location: 135 LIBERTY LANE SOUTHOLD Work Description: SINGLE FAMILY DWELLING DEMOLITION& CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR AS APPLIED FOR Owner: EDWIN& LILLIAN JANET FOSS Address: 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 shall 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, 7011 2 - - ---- - - Michael Verity: Chief Building Inspector 9 7 0000 4786 2981 Southold Building Department cc: Damon Rallis Zoning Inspector Southold ToRoad�ding Department Permit#: 32764 54375 MainSouthold,New York 11971 Permit Date: 2/28/2007 (631)765-1802 '��J►pl ��4� Expiration Date: 8/28/2008 Parcel ID: 78.-9-75 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 2/13/2012 Applicant: LILLIAN JANET FOSS Location: 135 LIBERTY LANE SOUTHOLD Work Description: 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 BUILDING PERMIT. Owner: LILLIAN JANET FOSS Address: 135 LIBERTY LANE SOUTHOLD, 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, SOUTHOLD TOWN BUILDING DEPT. pF SO!/lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • �� Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE January 31st, 2011 Edwin & Lillian Foss 135 Liberty Lane Southold, N.Y. 11971 RE: 135 Liberty Lane (NEW DWELLING) SCTM: #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 Southold, 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 Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. ��OF S��jyo Town Hall Annex l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q �ycDUNT`(,� BUILDING DEPARTMENT ..TOWN.OF SOUTHOLD May 29, 2012 Edwin & Lillian Foss 135 Liberty Lane Southold, NY 11971 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. Final Health Department Approval Plumbers Solder Certificate. (All permits involving plumbing after4/1184) 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 2/2007 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 PECONIC ABSTRACT, INC. 12th DAY OF FEBRUARY, 2007 t -k C� --- BY: NOTARY PUBLIC JEANNE STETT OFFICE.MANAGER MICHELLE VAIL Notary Public, State of New York No. 01 VA4.989.798-Suffolk County Commission E"xpires December 16,20 si TITLE NUMBER: PAC-3799 SUBJECT PREMISES: 1000-078.00.09.00-075.000 Magnhild Tjornhom Dated: 10116/78 To Recorded: 10124/78 Malvin Tjornhom Liber 8519 page.443 Barbara Tjornhom, as Executor Dated: 1`0/25/99 Of Malvin H. Tjornhom, Deceased Recorded: 5/16/00 To Liber 12042 page 814 Lillian Janet Foss LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 12th day of February, 2007, c''\1—A!'Lck'u 0 by: Notary Public Jeanne Anstett, i e Manager MICHELLE VAIL Notary Public, State of New York No. OIVA4989798-Suffolk nty Commission Expires December C16,,,20 0� a TITLE NUMBER: PAC-3799 PREMISES ADJOINING ON THE NORTH: 1000.078.00-09.00-076.000 Howard A. Toedter, Inc. Dated: 10/22/49 To Recorded: 10124/49 Walter Szybkowski and Liber 3009 page 164 Anastasia Szybkowski, his wife Walter Szybkowski and Dated: 8127/86 Anastasia Szybkowski Recorded: 9115/86 To Liber 10123 page 19 Jack A. Guild and Mary E. Guild, his wife LAST DEED OF RECORD PREMISES TO THE SOUTH: LIBERTY LANE Sworn to before me this PECONIC ABSTRACT, INC. 12th day of February, 2007 'f' ,C'k� ()a--� by, 4Q�-- Notary Public Jeanne An AA, Office Manager MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission -Expires December 16,20 Q TITLE NUMBER: PAC-3799 PREMISES ADJOINING ON THE WEST: 1000-078.00-09.00-074.000 Edward Nidds Dated: 5112/70 To Recorded: 5/14/70 Town of Southold Liber 6742 page 112 LAST DEED OF RECORD PREMISES ADJOINING ON THE EAST: 1000-079.00.06.00.009.000 Edward Tobia Dated: 8/25176 To Recorded: 8/30176 Warren L. Knudsen and Liber 8095 page 575 Lynn Knudsen, his wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 12th day of February, 2007 'nt'z o by: Notary Public Jeanne Anst9, ;lfice Manager Notary Public, State of ELLE NewYork No.Commission A%�pires December 1 ,County di .............................. ... e. STATE OF NEW PORK D EPA Wf.%1E`,T OF STATE 41 STATE STREET ALBANY,NY 12231-0001 CEORGE E.'PATAKI GOYE.R.NoR RAND% A. DA`tF:l.S SI:CRETAFt1'of-STUE rebruary 01, 2005 Mr. Richard Zang}ii Design Homes, 1.1 1'l Edwards Drive Bloomsberga;Penluylvaniti 17815 V1A F'ACSIN11L E TRA!VSMIj'TAL RE: h10381-02-071 System approval-CONDIT'IONAL Dear Mr.Zanehi; } In reference to your written request.dated December 13,2004,your original approval dated February25,2003. i to construct Factors- \•lanufactilred Detached One'- and T»•o-Family. Dwellings and Multiple Sinl;lc_Farnily Dwellings(Townhouses)System of Models is Factory Ivtanufactured Building Approval designated NI0381-0'_-071 is hereby renewed as arilhorized under 9 NYCRR 1209: This approval will remain in effect until February 25,2007 unless sooner revoked,and is subject to renewal thereafter. Buildings lntiuufaitured undcC this nppri)val arc liniiled to installation on sites meeting the fallo�rinn „�rtttrr t I. The!Seismic Ucsign Category as tleternflned by geographic location and soil Site Class is linrital;ircq== =-- follows:' Seismic f)csi;n Ctilcgori.A, 11.C foi.Detached One :uid'i'�ti'u- Family Dwcllin ti 2. Calcu1:1tions for snow drifting on lower roofs&sliding Snow.loadinb roust be explicitly addressed for each individual plan submission.Tabular loading values within the systern (snow drift chart) must be specified for each individual submission. The plan submission must include engineering data for structural members which will address the increased 7oading within the drift area. Supplemental Conditions of Approval In addition,.tha conditions under which system approval is granted are; I I.The manufacturer is to submit to:the Division a duplicate bf the pennit set for each dwelling to be installed in New York State. Each permit set is to.be sealed and signed by an architect or engineer registered in New York State and is to bear thnt.architect.or engineer's certification that"the plans and specifications of the permit set are derived frorn and consistent with the plans and specifications associated with this approval on rile-with the Division and this conditional approval letter."The certifying,architect oren:;ileer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are sprcilic requirements regarding the contents of the permit set. 1.1. A set or drawings comprising,at a minimum: I.I.1 Cover sheet which contains information on: j -Project location Design criteria: listing of applicable design fonds such as (:around Snow Load. j j /t Mr,RichardLanghi Febmilry 01, 200i Pape#2 Seismic Design Category,Wind Speed,Live Loads, Dead loads,etc. -Applicable building codes and design specifications - ExerLgy code information: 'statement by professional of compliance with Ener;� Conservation Co1IsrrrIcIit)I1 Code of;\er+, York Stale, 200' f•:elirirgn. :Med-locl of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -Index of drawings -Manufacturer's title block -Certification,by design professional,ofderivation from approved system set drawings and this conditional approval letter I.l? is 1.1.3 Floor plans-which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -UnarllbigUOus identification of structural members -Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation.plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -I.Ocition of required fire stopping -Roof truss.braeing and structural connections 1.1.6 Roof system -Special requirements addressed.(such as sliding,drifting or unbalanced snow load conditions) 1.i.'Non-typical details(such'as prow roof,cantilever beruns,etc.) 1.2 Swnmary of references to system for selection of structural members. 13 Each page of drawing and calculations should be signed,sealed,anct dated by New York Stale registered design professional.. 2.The manuficttn-er will submit a weekly report summarizing(listing)all Permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer %vi'.l promptlynrldress the deficiencies.of submittals. 4.The system conditional approval is siibject to termination UPon evaluation ofcompliance with the previsions of the Llniforni Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Cade of h'ety York State. Dcficiencirs will he reported to 1Nlannfacturer name and are to be promptly addressed. The approval is indicated by the New•York State Department of State"Stantp of Approval" placed on the accompanying set of plans and by the qualifying letter dated February I, 2005 A copy of the first nvo paces of this letter shall accompany each set of plans submitted fora building permit and be deemed a duplic:lte aril in:rl. Ronald L. Piester, It.A. Director Di,;isiori of Code Eintorcement and Administration 'enclosure cc:TR Arnold&- Associate% 02-071 CAt._renewal.wild ,l. SURVEY OF GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO HEPERSONFOR WHOM HESURVEY DESCRIBED PROPERTY IS PREPARED,AND ON HIS BEHALF TO HE ' TITLE COMPANY,GOVERNMENTALAGENCY, SITUATE LENDING INSTITUTION,-! LISTED HEREON,AND TO REASSIGN ES OF HANSFE A INSTITUTION SO U TH O LD, TOWN 0 F S 0 U TH O L D GUARANTEES ARE NOT TRANSFERABLE TO ADD?TONAL INSTfTUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY, N.Y. UNAUHORIZED ALTERATION OR ADDITION TO HIS - SURVEYOSA VIOLA TION OF SECTION 7209 OF - HE NEW YORK STATE EDUCATION LAW. _ 150' OF PROPERTY LINE SURVEYED FOR: EDWIN T. FOSS COP-THEILAND SURVEYORS EMOSSED SEAL SHALL NO WELL OR CESSPOOL WITHIN < LILLIAN J. FOSS NOT BE CONSIDERED TO BEA VALID TRUE 149.66', COPY. N/F GILD (RESIDENCE TM# 1000-078-09-075 \ LINE �\N GUARANTEED T0: OF P PERTY V, ELEVATIONS TAKEN FROM EDWIN T. FOSS STOCKADE FENCE NORTH o min Mo EAST END TOPO MAPS AS LILLIAN J. FOSS S 72'18 O.E WELL of FILED IN THE SUFFOLK COUNTY EXISTING SANITARY THIS (TO BE DISCONNECTED) \ o DEPT. OF PUBLIC WORKS. FOR SCDHS USE ONLY rourE+D\ AREA, TO BE, PUMPEDABANDONED iv 720" TO WELL AND BACKFILLED WITH �o CLEAN MATERIAL N METAL RESIDENCE ON ` TEST HOLE BY BLOCK FOUNDATION 1 go _ 7 MCDONALD GEOSCIENCE . (M BE D�SI m WOR TD DONSTRU ONI MOM J`/ ON 26 NOV 04 EXISTING GROUND •�+"., :, I °° --_ I - ,DARK,BRO WNLOAMOL 24 4, BROWN SILT ML . W �s�a�ary 0 2.5' Z --"•' \. N WOOD P 1FORM (17 h STEPS V1 s�:.nYpWt+� W/RUII W . pROROSLD i 6.2' t oRnNsia+ RRORosm RRovosED o Z PDDL AS �j/.CHINC TµRb• Q ,;.�..s:��ay NFmm R� '' M RESIDE CE �.. o =Y .�--� (r o PROPOSED 4 BE � BROWN SILTY SAND SM w ' (( Il- o ,ids-�i? — 20 s, F 3 •�_ o —— ITSLay 0 zd EL 35 - TEsrOiwu= > I 34"TO Eil K CESSPOOL w N E- rr gin' s U, cr oFZI k COM tu o € 0 12: PALE BRWN FIN } 14$.66 J Lu TO MEDIIUOM SANDS SP - �� @ n' E;j EXISTING m v 50 r '• N 68 27 1 O O LJ WATER METER c�ssATOO k ' aj (NO SERVICE) yf LI BERTYg 3 a. SURVEYED: 22 NOVEMBER 2004 17' SCALE 1"= 30' AREA = 16,908 S.F. OR 0.388 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. I ZZ Z d hZ 130 SOOT P.O. BOX 294 NEW SU`FOLK. N.Y. 1 1 6 S�01nL3S ;i i p��-; 631 -7 4-5535 n P,000 �'M' FIG CENS _ f VEYOR �NYS Lic. No. 49 73 04R 1367 I AUGUST 05 SHOW WELL DISCONNECTED, PROP. WATER LINE SERVICE, EXISTING STR TO BE DEM. SURVEY OF GUARANTEES INDICATED HERE SHALL RUN DESCRIBED PROPERTY ONLY TO THE PERSON FOR WHOMM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY, SITUATE LENDING INSTITUTION,IF LISTED HEREON,AND TO THE RANTASSIGNEES OFT RANSFER4 LNST/TLITION S O UTH O LD, TOWN O F S O UTH O L D GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY, N.Y. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION 7209 OF THE NEW YORKSTAl'E EDUCATION LAW. 1 PROPERTY LINE 150I OF SURVEYED FOR: EDWIN T. FOSS COPIES OF THIS SURVEYMAPNOTBEARING WITHIN . THE LAND SURVEYORS EMBOSSED SEAL SHALL NO WELL OR CESSPOOL LILLIAN J. FOSS NOT BE CONSIDERED TO BEA VALID TRUE I - 49.66', COPY. RES PERt'Y LINE IDENCE) ODN TM# 1000-078-09-075 N/ \ F GUILD ( �\N GUARANTEED TO: NORTH H OF P ��- r ELEVATIONS TAKEN FROM EDWI-N T. FOSS STOCKADE FENCE u` S 72•1g'1o"E � `� o EAST END TOPO MAPS AS LILLIAN J. FOSS WELL FILED IN THE SUFFOLK COUNTY \ EXISTING (TO BE.EXISTING SANITARY THIS � .DISCONNECTED) DEPT. OF PUBLIC WORKS. FOR SCDHS USE ONLY PE AREA, TO BE, PUMPEDABANDONED-. 'r 120' TO WELL AND BACKFILLED WITH METAL RESIDENCE ON CLEAN MATERIAL \ TEST HOLE BY �F< — _ BLOCK FOUNDATION 1 110 (ro pEyptISNFD PRIOR TO CONSTRUCTION) MCDONALD GEOSCIENCE �._. ON 26 NOV 04 \ EXISTING GROUND o m DARK1 BROWN LOAM OL 5.6' 9.4 BROWN SILT ML 24.4' cWi o 0 2.5' p \ N WDDD V ORM N \...� k STEPS W WARN W � PROPOSED 6,2' . 5=0` PROPOSLD PROPoEO S I . PNDD�NEEDED oo�ND �' T 1 RESIDE CE- 1 PROPOSED 4 BE M y BROWN SILTY SAND SM N { 0 \ EL 35 _ _ TEST HOLE CID / \ 0 0 1 m > I 34'TO � �� " K N CESSPOOL Ix o Z 8 I 1 148.66 coNc PALE BROWN FINE U_ TO MEDIUM SAND SP D N 6$•27 1 D EXISTING o a. WATER METER f °�O• (NO SERVICE) F`rSp�O LI B E RTY LANE w Q h 17' SURVEYED: 22 NOVEMBER 2004 SCALE 1"= 30' AREA = 16,908 S.F. OR 0.388 ACRES SURVEYED BY STANLEY J., 1SAKSEN, JR. P.O. BOX' 294 NEW SU FOLK. N.Y. 11956 631 -7 ,4-5835 ENSE N • SU YOR NYS Lic. No. 4927 04R 1.367 I AUGUST 05 SHOW WELL DISCONNECTED, PROP. WATER LINE SERVICE, EXISTING STR TO BE DEM. N` /Jp SURVEY OF Z ., ONLYGUAS TO IH INVICA PERSOEU OR W ON SHALL RUN /J QlB DESCRIBED PROPERTY ONLY TO THE PERSON FOR WHOM THE�SURVEY _ �"' �/ IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, -� LENDING INSTITUTION, IF LISTED HEREON, AND ' SITUATE TO THE ASSIGNEES OF THE LENDING INSTI TU7TON. GGG S O U TH O L D TOWN 0 F S 0 U TH O L D GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � � SUFFOLK COUNT(, N.Y. UNAUTHORIZED ALTERAT70N OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING CESSPOOL WITHIN 150' OF PROPERTY LINE SURVEYED FOR: EDWIN T. FOSS THE LAND SURVEYORS EMBOSSED SEAL SHALL NO WELL OR LILLIAN J. FOSS NOT BE CONSIDERED TO BE A VALID TRUE 149.66' COPY. RESIDENCE) TM# 1000-078-09-075 NSF GUILD ( � GUARANTEED T0: E FENCE NORTH OF PROPERTY LINE ELEVATIONS TAKEN FROM EDWIN T. FOSS sroclv0 Mo EAST END TOPO MAPS AS LILLIAN J. FOSS 18'10-E _ FILED IN THE SUFFOLK COUNTY 120'TO WELL DEPT. OF PUBLIC WORKS. FOR SCDHS USE ONLY TEST HOLE BY MCDONALD GEOSCIENCE ON 26 NOV 04 io `' EXISTING GROUND 03 0 DARKI BROWN LOAM OL BROWN SILT ML 6.0' 2.5' z w 0 w W } POURED CONCRETE FOUNDATION (n 0 a o � (EXTERIOR ONLY) BROWN SILTY SAND SM F- N v O Z O 0.3' 8' 0 3 0 z W fO o � � !n a o 34' TO N CESSPOOL N In 0 Z CONC O U 148.66 PALE BROWN FINE S qPEo TO MEDIUM SAND SP rn N 68�27 10 EXISTING METER m C 00 (NO SERVICE) r F`rS,o7O 50' 00,. o� RBE�� LAN E J a�'16�P� 2 5 � 4 SURVEYED: 22 NOVEMBER 2004 17' SCALE 1"= 30' AREA = 16,908 S.F. OR 0.388 ACRES "R---- ---.-__ SURVEYED BY STANLEY J. ISAKSEN, JR. P.O: BOX 294 I . NEW SUF OLK. N.fll,APR 3 0 200T 631 —73 —5835 Ll NSED ND •S13 APRIL 07 LOCATE POURED FOUNDATION. YS Lic. N0. 492 1367 I I AUGUST 05 SHOW WELL DISCONNECTED, PROP. WATER LINE SERVICE, EXISTING STR TO BE DEM. GUARANTEES INDICATED HERE ON SHALL RUN' SURVEY OF ONLY TO THE PERSON FOR WHOM 7NE SURVEY DESCRIBED PROPERTY IS PREPARED, AND ON HIS BEHALF TO THE - TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INS777UTION, IF LISTED HEREON, AND - SITUATE TO THE ASSIGNEES OF THE LENDING 1NST1TURON. SIT SIT GUARANTEES ARE NOT ANSFERABLE TO AD0177ONAL INS771U77ONSTROR SUBSEQUENT OWNERS. S O UTH O LD, TOWN N OF S O UTH O LD UNAUTHORIZED AL7ERA7101V OR A0017101V TO THIS SUFFOLK COUNTY, N.Y. SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. SURVEYED FOR: EDWIN T. FOSS COPIES OF THIS SURVEY MAP ING THE LAND SURVEYORS EMBOSSEDTSEALRSHALL '° LILLIAN J. FOSS NOT BE CONSIDERED TO BE A VALID TRUE COPY. 149.66 N/F GUILD (RESIDENCE) � TM# 1000-078-09-075 Of PROPERTY LINE ,, GUARANTEED T0: STOCKADE FENCE NORTH M EDWIN T. FOSS g 72'1810"E LILLIAN J. FOSS D (7 n (fin FOR SCDHS USE ONLY DEC , 4 Z007 •7wunc CD ' cn CESSPOOL SEPnC C y G 1C n w000 DECK wm RALNG •• A :U w 20.0' POLE w a E-1 :z A S O N z y-s. RESIDENCE Z ® O n 0 Zl n 0 0 o Y ?J o CDrr „Tn z o z C Cs r,I C) •y REIwwc / U) a ZT WALLS CD z W oe &� V� w (D ,n `p m� n x1M wairws i ;�l D Fri Q7 III 0 z a / 1n CONC / W 25 f m S / 148.66 Imo N 68*2710 .. `� ' O O m O WATER METER �1 {j 50 Ell _3 ;u ]7 LIBERTY LANE c m am � cl, o � SURVEYED: 22 NOVEMBER 2004 SCALE 1"= 30' AREA = 76,908 S.F. OR 0.388 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK. N.Y. 1956 A -5835 18 DEC 07 FINAL SURVEY ND RVEYOR 13 APRIL 07 LOCATE POURED FOUNDATION. No. 4 273 04R1367 1 AUGUST 05 SHOW WELL DISCONNECTED, PROP. WATER LINE SERVICE, EXISTING STIR TO BE DEM. Permit# Permit Date REScheck'Software Version 3.7.3 Compliance Certificate Project Title: PR-6000/FOSS Report Date: 11/17/06 Data filename:11Dh-serv%Engineering%PRELIM-116000-6-1160001PR-600-1.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: Owner/Agent: 135 LIBERTY LANE Designer/Contractor: SOUTHOLD LIBERTY NY 1 DON EGAN,INC. DESIGN HOMES,LLC. Permit Date:11/6/2006 30 OCEAN PARKWAY 11 EDWARDS DRIVE EASTHAMPTON.NY 11937 BLOOMSBURG,PA 17815 .. Assembly ' 1 , Ceiling 1:Flat Ceiling or Scissor Truss: Wall 1:Wood Frame, 16"o.c.: 1540 30.0 0.0 54 Window 1:Vinyl Frame:Double Pane: 1584 19.0 0.0 76 Door 1:Solid: 210 0.370 78 Door 2:Glass: 22 0.140 3 Door 3:Glass: 43 0.390 17 40 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1540 19.0 0.310 12 0.0 72 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/ er knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Compa y me Dale Project Notes: F NFL, R-19 FLOOR INSULATION ON-SITE BY BUIDER PER RESCHECK HOlvp �0 CO Encjlit��r4l;hrtilir�tigfl'et�;lleh OA1,Y to FA'CkIgR.y FlVIL.T p4rtluns of.7h...t,utlJ g.Certification door iaot s I to SITE' FO 082861 PK' k sup';;nd or uu m iallatl uioenss.Ihame such as,but not lirmted to;foundation staps,coa.,nwst)ba dunignadDY ��fE$SI�NP�' gTFSF..£IS for ytla Coi4d;ti0nr,:tsnrSer bOcnE�r;sdt4;IQn, � (�1 1 Nov20,2006-� Pape 1 of 4 .l REScheck Software Version 3.7.3 Inspection Checklist Date: 11/17/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R30.0 cavity insulation OF NFyv Comments: P PHONY y� Above-Grade Walls: r ' # ❑ i Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation c3 Comments: r Windows: fESS10NP� ❑ Window 1:Vinyl Frame:Double Pane,U-factor:0.370 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes_No Nov 20, 2006 Comments: Doors: Enr�inaan art ileosion�piylina Oht Y to FACIrO R.y BUILTpaMiani of�hJr hulldEry B:�4lliAtaaeian discs�vaa�pWp w sIT❑ Door 1:Solid,U-factor:0.140 54ptied or nsanllgd alornenas,lr*ma aruah as,but not Comments: tirmind to.:foundatibnyY1apa,ntrr•..,mriat tia closi¢nad UY 4TKFR8 for so.0 4,0"itlonc,trnf*sl inSp►pJrlacyCtian• ❑ Door 2:Glass,1-1-factor;0.390 Comments: ❑ Door 3:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from Insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water healing equipment must be provided. LJ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. C_1 Return ducts'in unconditioned allies or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)must be Insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be Insulated to R-2. Insulation Is not required on return ducts in basements. PR-6000/FOSS -- ----.---___......_.__...... Page 2 of 4 Duct Construction: ❑All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exceptlon;Continuously welded and locking-type longitudinal Joints and seams on ducts operating at less than 2 In.w.g. (500 Pa). ❑The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of th a largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit: Fireplaces: ❑ Fireplaces must be installed with light fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on bolh'the inlet and outlet unless the water heater has an integral heat trap or Is part of a circulating system. ❑ Insulate circulating hot water pipes to the-levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable 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. OF NFy, �P �ZHONY )o co 2 0e2861 fESS10NP�' Nov 20,2006 Enghr�4r1 Cort l OVilin 4111411i4y 0l`;r.Y to FACTORY RMIX pardons aP7t4o-hullCir�tp:Crrtlllcatiun.dcraa f%ot4pply 10 SItF. %1VPPU9-d orfnsla llad alements,lucre such,.,but not lirr►tled to;foundattok slaps,Qt..,,must ba drr6igried LJy DTKFRs ltsr ittiq gor3tl.jti9rts,tlpu+orlocat hul*cLetiprl, PR-6000IFOSS - ----- ___ Page 3 of 4 f Table is Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" _ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 140-169 0.5 1.5 1.1.0 2.5 100-139 0.5 0.5 1. 0.55 1.00 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low PressurefTemperature 201-250 1.0 Low Temperature 1 5 1.5 2.0 Steam Condensate for feed water Any 1 0 1.0( 0.5 1.5 Y 1 Cooling Systems .0 1.0 1.5 2.0 Chilled Water,Refrigerant and 40-55 0.5 Brine Below 40 1 0 0'S 0.75 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) OF Re zic °e2e6A �fESS10N��'� Nov 20,2006 i✓nglrwars Cortelicatigrl�Is¢lios MA.Y to FACTORY BUILT' ponlons of atw bulldingg C40191aation-doa*nut apply to SITE; !su;rpAiad or7rwlaljad elamonts,Itenes y.uch ys,but not Iirrolad 10;'foundatior,slops,etc_nwat Yea da*Ianad GY pTFREF�S for tirya;ecroditjor�p,I+n4br 3r,dat jWrl*dacUtin. PR-60001FOSS — — -----------___._ _...__....___._....�••Pa9e 4 of 4 PROJECT LOCATION: � T Foss APPLICABLE CODES "The Start Of New Design" 135 LIBERTY LANE 1999 NATIONAL ELECTRICAL CODE o SOUTHOLD, NY 11971 RESIDENTIAL CODE OF NEW YORK STATE 11 Edwards Drive; Bloomsburg, PA 17815 SUFFOLK COUNTY ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE Phone # 1 (570) 802 — 5551 MECHANICAL CODE OF NEW YORK STATE a Fax # 1 (570) 802-0391 PLUMBING CODE OF NEW YORK STATE FUEL GAS CODE OF NEW YORK STATE W BUILDING CODE OF NEW YORK STATE w PAGE NUMBER PAGE DESCRIPTION - m Z U Z Z . o < o a Z u o U 3 0 0 0 CS-1 COVER SHEET DESIGN CRITERIA: < a a 1 1st FLOOR PLAN —GROUND SNOW LOAD 45 LBS. 2 FOUNDATION m —WIND SPEED 120 MPH x 3 1st FLOOR ELECTRICAL The plans and specifications in this permit set are derived fromend consistent with —SEISMIC DESIGN CATEGORY N/A the plans and specifications associated < o 4 FRONT ELEVATION with the approval on rile with the Division o it and the conditional approval letter —FLR. LOAD (OTHER THAN SLEEPING ROOMS) 40 PSF LIVE LOAD+ 10 PSF DEAD LOAD 4A REAR ELEVATION U M -FLR. LOAD SLEEPING ROOMS 40 PSF LIVE LOAD f 10 FSF DEAD LOAD N 4B LEFT / RIGHT ELEVATIONSI -MIN. DP RATING 34 7 5 CROSS SECTION ¢o a 7 FASTENING DETAIL 1 - m CD 47 DOOR/WINDOW SCHEDULE HOUSE INFORMATION < OF NEB ,�� SQ. FOOTAGE: 1540 02 FO r OF STORIES,-:• 1 a * II. co APPROX. BLDG. HGT. 23'-6" s FO �8286� I; E r o m vo C �a .ex;.• N ? a o Nov 2o,soos DESIGN HOMES LLC. NOTES 11 EDWARDS DRIVE I. THE LOCAL BUILDING CODE ENFORCEMENT ylir��CQ ;�yEAFAr-yKpa JILT i BLOOMSBURG, PA 17815 OFFICER SHALL APPROVE SITE REQUIRED ponlonsor*jq. LdId"cig,,0*0ficaOandor mt apply ttiSfCE COMPLETION OF FIRE RATED ASSEMBLIES s 4,PPIv PH. NUMBER: 570-752-1001 c d ar irsialled ticmzmts;.It rM a4ich Xy,but mof ABOVE CEILINGS &UNDER FLOORS,FIELD pfire ted'to;I aundatior.,.stays,etc..:rrr�ist be do§ignCd BY INSTALLED HANDRAILS & ALL WORK DONE iG1Tt£= 51d73.1Cc^GiadiEiat7slxite-r ,an€fJribtSt[la!? PR NUMBER PR-6000 Z ON SITE. — _ C..i r SIZE: 27'-6" x 56'-0" CD�a ow9 Digitally signed by John A. Wallen P.E. w W= oW w TYPE: CAPE Date: 2006.11 .20 22:21 :33 -05'00' MODEL: CUSTOM CAPE 00 BUILDER: CUSTOMER: W a DRAWN BY: YYD MODEL: CONSTUUCTION TYPE: CAPE 5B = WOOD FRAME UNPROTECTED DRAWING: USE GROUP CLASSIFICATION: DATE OF PLANS 11/06/06 COVER SHEET ONE & TWO FAMILY DWELLINGS SHEET: COVER SHEET PG. # CS-1 s s— 7'-4" 56'-0" O 24'-0" 19'-0" g'-8" 0 1.540 501T. LID 3045 3046 1 VT' 6/0 PATIO d p. 24210 13'-7" is 4'-11' 15-10" in 5'-10�" o @�l5 1 — p O CHASE , m Z c=i TIN. o c o 2- U 8 � 1 I � z 7 j 1 ¢ 4 O O O 00 6N - I W.I.C. I BATH 82 o a a a �, DEN a I I BATH kl n I 1 10 I 1 DO m •I In I - D Y o �1; a LIVING ROOM 1 " n1 n O 10' j , 15'-10" 3•_ 2/6 2a6' 2/6 �v N < i - --- o 14'-8Y2" n _O II N 2/0 2/0 LVL W CLC U) �- 1 S L / 2/6 LVL IN CLG - > W n 10'-8" -wz430- 1+ I iH�ftNO--� (ILd )EADi MODULE ��}zri5PFp2 1 1/2'a 14' Or < ca3 U24 B024 --------- WRE 3-2a4SPF� SJPPURT COLUMN m (1)EAD4 MOMU 3-2h45PF/2 3-2a4SPF/2 ARPORT COLUMN Sl1PPORT COLUMN EACH MODULE EACH MODULE SUPPORT COLUMN - EADi MODULE 4D 1 7'-O" EACH MODULE 0 •X O N 7 W Q 1 KITCHEN/DINING RM BEDROOM # I � - m o 11" I ' o O.H. 2 5'-D" O 6 a 11iS� I � v o i o 030 OW SCR36 s I1'-Ily" ------- ------ OO --7 I , rn a o a W3030 W243f1 Qj 2J01 DC2430 1T-1" 1' 12'-4" Q o. I 3046 A—? �^ 3046 ^� 24210 3046 3046 � 3/0 3046 3046 Q,• o o,� 11'-6" O m v o . 8'-�" ))'_2" 6'-8" PANEL EOx LOCATION , (IN BASIIENT) v 37'-4" _ v DORMER (1F) DORMER (1F) = 16" O.C. STUDS 7/16"OSB EXTERIOR(BLOCKED)W/1/2' GWB INTERIOR(UNBLOCKED) EDGE NAILS NAIL EDGE SPACING: 058-3" O.C. Bd, OR 2" O.C. 2"A69a.STAPLE, GWB-4"O.C. 50 = 16" O.C. STUDS 7/16"OSB EXTERIOR(BLOCKED)W/1/2" GWB INTERIOR CK SPECIFIC FASTENING) EDGE NAILS NAIL EDGE SPACING: OSB-3' O.C. 8d, OR 2" O.C. 2'xl6ga. STAPLE, GWB-4"0.C. 5D r Z U pF Ne Y= �as �� N NOTE: �P �asNONy p W�m o GENERAL NOTES: SEE SHEET 7 FOR HOLD DOWN CONNECTIONS * o� 9<r"`�* oz = w - CEILING HEIGHT: 8'-0" r cl rn - SNOW LOAD: 45 N o - WIND SPEED: 120 - EXPOSURE: B ry/08286A - SEISMIC: N/A t 1 Fk['T"pF�Y!?J;91i,.7 fFSSI MODEL:BUILDER: CUSTOMER: v<a " O�A� - R-19 INSULA➢ON OR BETTER TO BE INSTALLED IN FLOOR ON-STE BY OTHERS EnQrirlr�rxrrricA�;nrtiassili4sC3 CAPE - FURNACE/BOILDER MUST BE ENCLOSED IN FIRE PROTECTED ENCLOSURE IN BASEMENT, ON-SITE porlions or the build q� �xrt1'lcatimn doe rear apply to S1T:r � PERMIT SET LEGEND DRAWING:BY OTHERS (IF FURNACE/BOILER'IS NOT ENCLOSED, OTHERS ARE RESPONSIBLE FOR RELOCATION .M;�ptTo�Td.ar trratalled alDr�rrN Items inch x but not * 1ST FLOOR OF EMERGENCY CUT-OFF SWITCH AS NECESSARY PER STATE AND LOCAL CODE) hattedl.o;to4,rndalrlor slept,et;,• Nov 20,2006 = LABEL/TRA LOCATION PLAN LAYOUT - FURNACE/BOILER SPECIFICATIONS TO BE DETERMINED BY OTHERS FOR MODULAR PORTION BTU OF 52,280 c mast be dasi nD�J'U? Q STATE LOCATION - WATER-HAMMER ARRESTORS TO BE SUPPLIED & INSTALLED ON-SITE BY OTHERS WHERE ALL QUICK-CLOSING VALVES ARE UTILIZED. DTFFt far sits sDrs�JiCiDrts,t gr5.r"aea.G Friss Tory SHEET: ^ 0 = DATA PLATE SIMPSON tSTHDlORJ ALL BASEMENT COLUMNS ARE HOLD DOWN SRAP OR E L REQUIRED DUE TO LOAD ABOVE CONNEC1101 FOR 2293.9 56'-0° `o SUPPLIED t INSTALLED o BYZIHERS 0 (MODULE 2t FOUNDATION) LO a ——————— SIMPSON LSTHDIORJ HOLD DOWN STRAP OR EQUAL I CONNECTION FOR 2293.9# ---� I SUPPLIED & INSTALLED w FOUNDATION WALL T I I BY OTHERS ¢ y CONCRETE FOOTING- . I I (MODULE TO FOUNDATION) m w SECTION 'A' I I m z I I a O < Z I I x m 0 o I I a Z D < o o a w ¢ ¢ O CONCRETE FLOOR o a a a SIMPSON LSTHD1097 I \\` HOLD DOWN STRAP DEEOUA CONNECTION FOR Z3.9# SUPPLIED &INS7RLED BY OTHERS (MODULE TO FOUNBWON) %� = 3-II" 5'- 5'-5" 5'-4" 3-9 _7 -7Y° 3' T I I c:) I -- I I —= I — -- -- -- — -- Via•¢. -I -- I •I -- I I I ��--�1 I -- I I I I I I I I LOLLY COLUMN/ U SIMPSON LSTHDIORJ T COLUMN � w OR PIER FOOTING HOLD DOWN STRAP OR EQN. _ CONNECTIONFOR secTlon e' SUPPLIEDD &INSTALLEDALLED BY OTHERS � \ (MODULE TO FOUNDATION ¢ o Q o m I n m c G.F.I. RECEPT. CEILING MOUNT BY OTHERS A/oc SMOKE DETECTOR SIMPSON LSTHDIORJ INSTALLED BY OTHERS HOLD DOWN STRAP OR IEOUAL CONNECTION FOR 225191 , SUPPE�Q7HERSAL (MODULE TO FOUNDARONI - ^3 .IDID N I SIIPSON LSTHDIORJ o.--.^ HOLD DOWN STRAP OR EQUAL IV o 0 nIrue,s r4rr ie 'T4ct� ii �Ir Fig Oq � It'JILT `� ^o CQtECT1DN FOR 2293.9j pr�rticrnz,eFtlx hui1EEZ g f3e 0.c-abon-ope noti I ta:81FE SIMPSON LSTHDIORJ SIfPLIED &INSTALLED '9 t, HOLD DOWN STRAP OR EQUAL o a BY OTHERS SuPR"�+rd OF 1TsstallGd t'ICIt'ICE45•Items 3tiCI7 a.,1�11t SIID1. CONNECTION FOR 2293.9g (NC>ilE TO FOUNDATION) 91mater3 to ITDUftF)iSl1.i7R St¢ EE vft mustbes.ektiJ�mt.f',I,G`1 SUPPLIED &INSTALLED v 07F'z;5;or silq e'3I4diE5ts t�+:rcaESziris�L�tlr�rr BY OTHERS F a RECESSED NUT W/BDLTS (MODULE TO FOUNDATION) S',9•STEEL PLATE 3`a' --TREATED WILD SILL FASTENED TO FOUNDATION SILL TO FOUNDATION FASTENING a 0O' S EEl COLUMN BASEMENT STAIR NOTE WALL LINE i/2°DIA. ANCHOR BOLT 5/8" DIA. ANCHOR BOLT END WALLS 1.7' O.C. MAX 2.5' O.C. MAX } SIDE WALLS 6' O.C. MAX 6' O.C. MAX z 1) STAIRS SHIPPED `LOOSE BY DESIGN HOMES, INSTALLED BY BLDR. FOUNDATION WALL z a� w x=- 2) SUPPLIED AND INSTALLED BY.BLDR. z N N CONCRETE SLAB CONCRETE SLAB ¢ a a V) z VAPOR BARRIER 7 c C) w of ** BY OTHERS TO RESIST LATERAL LJ 1 �W L m THIS FOUNDATION PLAN 15 FOR' FOUNDATION MUST BE DESIGNED AENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, '•:' :`•'=.': •.'; :' COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR AND LONGITUDINAL SHEAR, UPLIFT, AND HOLD DOWN FORCES IN BOTH n =� w GRAVEL LOCAL CODES USING EXISTING SOL ANALYSIS. DESIGN HOMES LLC ASSUMES NO DIRECTIONS. MASONRY UNITS ARE NOT RECOMMENDED FOR PIER TYPE RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. ANY AND FOUNDATIONS. ALL DIMENSIONS ARE TO BE CHEO(ED AND VERIFIED (AGAINST THE FLOOR PLAN CONCRETE FDDrINc , o WHERE PIER OR PILE TYPE FOUNDATIONS ARE USED, THEY REQUIRE 4, caDUNFDDRNcsa J�BY BUILDER/DEALER PRIOR TO FOINDATION CONSTRUCTION. THE A CONTINUOUS BEAM CONNECTING THE PIERS OR PILES. THIS BEAM BUILDER: CUSTOMER: vaa BUILDER/DEALER MUST CONTACT�ESIGN HOMES LLC WITH ANY DISCREPANCIES PRIOR SECTION 'A' SECTION '8' MODEL: TO THE START OF CONSTRUCTIOX MUST BE OF SUFFICIENT STRENGTH TO RESIST ALL LOADS IMPOSED. THE CAPE DESIGN HOMES LLC WILL NOT ASYIME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER BEAM IS DESIGNED BY THE FOUNDATION DESIGNER, AND IS NOT THE DRAWING: RESPONSIBILITY OF DESIGN HOMES, LLC NOR WAS IT DESIGNED WITHIN FOUNDATION EXCEEDS MAXIMUM SPACING OF 31PPORTS AS SHOWN ON THIS DRAWING. .THE CALULATIONS. PLAN LAYOUT WINDOW CENTER LINE LOCATIONS-FOR RAISED RANCH AND/OR SPLIT—LEVEL MODELS TO BE OBTAINED FROM "BUILDER COPY" DRAWINGS. siEET: t. Frt§iri.ari'Cort4ie4i!)°m sl:,'tliax ore�'Y i0 F.AC 60FLY BkJILT p-Jrtions bf stA GU)IdihS_Carifficat,art do Ds cat apply La SITE aupr5ed.urinstallaL�tlerttrrt s.ItOf s 51tchas,but nol lirrielc�lo:h3undabon 41OPa,utc-rmj5t be drsfsined BY o 'DTkEn;S -ilia C.5r dirlam,tmar jaL'aC`)!Jt't5L�-.Clibl}.. O LO 1212 �I OF IN 12 i --- 12 16 O !� ; I *' O `r < U 16 t c_________________________ I _ w R m o I 1 QO m z L� BATH #1 1 1 LIN. � O z Z DEN O -- � I --- � 1 i Ep �82es� �a�` LIN. J i l 12 71$3 W.I.C. BATH H2 PROFESS1(10- N cr a � m a. --T t7 T cFl ffM � i I I tW 16 I 16 tOp 6 17 I CFY ' I 1 7 ------" �iIIr t7 1B7 Nov 20,2006 s 12 L_____ LIVING ROOM 16 ' 181I ,3 - kFF Ii�I p16 12 w 3 I f �is 14 4 Iml�isl II ^ _ `Am I RMO- T'3 F' U 1+7 I I --- WIRE _ I 1 4 4 \ i I I 14 p v o < \ i i ___________� w KITCHEN DINING RM I CFIJ2FF i 14 < .-------------- g I BEDROOM m 0 ' lTl iEll I 10 i 3 - i 10 - 3 i B I I I I I - I I I I 14 2 14 I If_____________________ �__-________-______________- r —_________.i , _______�I _ t �Q' 1 t __'FI___ Ifll __ _ l- fl I If I 1 t7 O 41r1 00" 0 10 -- I BS4 wP E `� CFI ____ \\\ \ Q c o 10 10 PANEL BOX LOCATION (IN BASEMENT) `• S = CIRCUIT SCHEDULE 3 •WIRE WITH GROUND ALL cIR CUITS a CRT BRK WIRE LOCATION ELECTRIC SYMBOLS = 16" O.C. STUDS 7/16" OSB EXTERIOR (BLOCKED)w/1/2" GWB INTERIOR(UNBLOCKED) VOLT CRT BRK N1RE LOCATION VOLT EDGE NAILS_ NAIL EDGE SPACING; OSB-3" O.C.8d, OR 2"O.C. 2"06g°. STAPLE, GWB-4"O.C. 5D 1 20A 12-2 APPLIANCE-KIT. 1f0 2 20A 12-2 APPLIANCE-KIT. 110 qp 3 15A 14-2 LIGHTING-KIT.-OIN. 110 4 ISA 14-212 11D SO TI DUPLEX RECEPTACLE 0 JUNCTION BOX ��T111 5 15A to-z DISHWASHER 110 6 20A -2 BATH �t 110cP1t' WATERPROOF RECEP. w/GFI � FLORESCENT LIGHT = 16" O.C. STUDS 7/16" OSB-EXTERIOR (BLOCKED) w/ 1/2" GWB INTERIOR (NO SPECIFIC FASTENING) 7 B 20A 12-2 BATH pz Ito B 40A B-3 RANGE 220 CFI f1 GROUND-FAULT INTER. ® RANGE EXHAUST EDGE NAILS NAIL EDGE SPACING; OSB-3" O.C. 8d, OR 2"O.C. 2"069o. STAPLE, GWB-4"O.C. 5D 10 15A t4-2 LIVING RM."A' 110 Q 220 VOLT RECEPTACLE 11 20A 12-2 WASHER 110 12 15A 14-2 LIVING RM."B" 110 CEILING SMOKE DETECTOR z ALL SMOKE DETECTORS TO BE WIRED IN U 13 14 15A to-z BeoRODM J1 110 TOP HOT & BOT_ SWITCHED ® SD/CO2 DETECTOR COMBO SERIES AND HAVE BATTERY BACKUP. 15 70A 10-3 DRYER 220 Y 16 tsA la-z DEN ALL BEDROOM RECEPT& SMOKE DETECTOR Z Z;z z BATH LTS. 110 18 15A 14 110 $ SINGLE POLE SWITCH ® AMP CONNECTS ao N cn �� 17 ISA 14-2 -2 SAFETYG SWITCH 11 CIRCUITS TO BE ON ARC-FAULT BREAKER, Q a a Ln z Is 20 $a THREE WAY SWITCH n."t: CHIMES BOX p wo 21 22 $, FOUR WAY SWITCH O zoA ,z-z APPLIANCE-KIT. w y li m= SPECIAL APPLIANCE z o W = � 27 24 INCANDESCENT LIGHT .+ �, w zs zs � � WIRE & BOX FOR SPOTLIGHT PLEASE NOTE: o 27 ® RECESSED LIGHT 0 THERMOSTAT WIRE ALL RECEPTACLES, SMOKE DETECTORS, zB Z 29 30 ❑ AND LIGHTS TO BE ON ARC-FAULT BREAKERS. J� © PHONE JACK CHIMES BUTTON 31 72 77 3a EXTERIOR LIGHT © TV JACK BUILDER: CUSTOMER: v¢i aw S 36 ® MODEL:BOX FOR FAN/LIGHT o�-c-d LIGHT BAR CAPE 37 38 39 40 DRAWING: 1ST FLOOR ELECTRICAL PLAN SHEET: CD 0 0 ID I o: a ir w Y � W m Z U m O Q O J Z U U Q < 0 O 0 o a a a RIDGE VENT mm 0 w Y CI W 12 f, U 12 k 12� Z IS �' I: 1 12wi � � w< { I I! 1CD � � I F C2 - Rh z3>_ O Q } Q O ® ® 0 ° ® ° ® a it q , a � o o � 000 i!v? 0 � � o 0 W FRONT ELEVATION STOOPS/STEPS & HANDRAIL Lj Z SUPPLIED & INSTALLED BY L OF �r/�� > v BUILDER. — 3z zm EXTERIOR LIGHTS SHIPPED LOOSE ,1140N z�o cn Jr FOR ON—SITE INSTALLATION BY na O Wz BUILDER. '9 " m � O� 4�r LJ U"=' J rn QW VCO 082861 W o Fnyinsrs .;ttig `ee2ih.At:;,liF�#d►�<l'W FA:'.OFtl' fESS1UN�� BUAELEVATION 1izT MO,uppparfilm.,d o the:huil�*�y crt,dleac;aa dijch s,bun to 31i.E ,¢�FTS¢d or(nsiailed rlcnt.^rt Ikrms surt�a�,but not IlrnEi4d io,Pa�ndxU�T,�taps,ct�-..m ust bo de5ignad BY OR ELEVATION NOTE: pTFGs for site r�rd;tr:�,sr un ;f �t,��rt�C,Ltt� Nov 20,2006 F DOOR STYLES, WINDOW GRILL PATTERNS/SI ZES AND OTHER SIMILAR ITEMS SHOWN MAY NOT REFLECT ACTUAL PRODUCT INSTALLED IN HOME. SHEET, z 0 0 0 m I rr a � W 6 Y • ❑ w m U U Z a o ¢ o ap U F K - J Z U O U a o 6 o o a m a. a a RIDGE VENT m � m uj ❑ w Y W 2 U m O � a I N (O O ' 0 mm 0 K �^ C O'7 O co , LLJ N N Q mi� -2 o a a8 •o REAR ELEVATION } STOOPS/STEPS & HANDRAIL Z SUPPLIED & INSTALLED BY CJ BUILDER. _ - T EXTERIOR LIGHTS SHIPPED LOOSE yyz a' a Z¢O Cn J> VI FOR ON-SITE INSTALLATION BY �v O� �� Q as �z BUILDER. a p Ei r W�Q L` ms co ��NSHONy�9 0� zo nw �� w m * z �ttync rtClavT it3.�4 al �i,�s{ir let FACKJKi'V8MI..T x wo pargon3 a(tM.hulld"ng:Grrr,L,cntila,7 dOW-s not A.pply to 51iE BUILDER: CUSTOMER: vai a a+ppiied or installed Clem r>� itrtnz such bL t;no, J' p MODEL: F� 8286A birwted to,fvundaq�an,steps.,eta„'n•.�at ba des3�ned'0'� P�f A�,� CAPE OTla?fk5.for site canditiong,Iiryd�v acntj�r'iau'cCi Oft ES5�0� DRAVANC: ELEVATION NOTE: REAR ELEVATION DOOR STYLES, WINDOW GRILL PATTERNS/SIZES AND OTHER SIMILAR ITEMS .�U'►vv �� , SHOWN MAY NOT REFLECT ACTUAL PRODUCT INSTALLED IN HOME. Nov 20,2006 SHEET: 4 A 0 0 0 cn I a w - Q Y _ � W m O Z U a ZO ¢ O a - Z j U tr ¢ O O O vw S a a a RIDGE VENT RIDGE VENT m m 0 ' w Y W S U ur O tsz � I Z > _ .. - s� _II 12 32 to 12 12 o o a m r o Q 0 Doug � � NI Q m,n a v LEFT ELEVATION } STOOPS/STEPS & HANDRAIL RIGHT ELEVATION Z SUPPLIED & INSTALLED BY BUILDER. Y z a^ ¢ EXTERIOR LIGHTS SHIPPED LOOSE �G OF N�`f�_ V �Y FOR ON-SITE INSTALLATION BY �P �SFIONY O �o BUILDER. � w r o _ ** o wo Ef1giN ,rY rart tarl A(:-tiiQS M7 ,,'Y 40 fA-,fa-wy 61JU T mot` W pOrtlail3 of ihs.hrJild�� tirrfirtcaei�n dam, E 1ppi}EO 17£ ' Ep 082861 �� BUILDER: CUSTOMER: v¢a xUppb�d or in4talled010 r lMr.Itctns stichas,but qoI. " MODEL: lin tel io;I vund tier 3tc�+a;en.,rrcast:b�deli +n��+D' �FFssl CAPE C77FtR51'crsitrI yl�ioty ,t h :r �eaE,1tri:I�ciiar.' -- I n DRAwNC: ELEVATION NOTE: ----- — —' � LEFT /RIGHT DOOR STYLES, WINDOW GRILL PATTERNS/SIZES AND OTHER SIMILAR ITEMS ELEVATIONS SHOWN MAY NOT REFLECT ACTUAL PRODUCT INSTALLED IN HOME. Nov 20,2006 SHEET: DETAIL "A" 0 0 CD (2) 2xi0 SPF,y2 LLJ FLOOR PERIMETERS CL 2x6 SPF#2 FLAT W ¢ Y ' � W a o ¢ o - r SHINGLE OVER C o O O RIDGE VENT h n a a a DETAIL "B" ` SHEAR CONECTIONS: FIRST STORY END WALLS c r PRE-ENGINEERED k PRE-MANUFACTURED PERIMETER BANDS TO SILL PLATE USE. 0.162•x3.5"(IH) NAILrF-..NAIL) rn 30 YEAR ARCHITECTURAL m TRUSSES a 24'D.G. SHINGLES W/1M ROOF LATERAL SINGLE SHEAR 3A INCHES Q.C. MAX y FELTUk LOADS TRUSS FOR CONNECTIONASIENING SPACE c.1 FELT dDERLAYUENr SILL PLATE TO FOUNDATION USE EITHER. 1/2- DIAMETER ANCHOR BOLT 1.7 IL Q.G.MAX SPACING OR 5/8"DIAMETER ANCHOR BOLT 25 FA Q.C.MAX SPACWG o(1) 2x10 SPF 2 ;urlal I I a 7/i6 N> (1) 1 112 x 9 1/4 LVL lz� FIRST STORY SIDE WALLS 104 II FLOOR PERIMETERS EACH MODULE Dm PERIMETER BMDS TO SILL PLATE USE r T�Q1165.(I.mtj NA1 NAIL:,, > < II ' LATERAL SINGLE SHEAR 22.5 INCHES QIC.Kg)x SR.AU ROOF SHEATHING LAT U M %L PLATE"m i'mf BATlim USE&:Ifd86R•:-. N S{2`O9UE'U AICCffM BOIL?`LSft Dir.KMiAX SPACING I OR 5/8+" DIALSETER ilNCHM-R L.r Eft O.C. MAX SPACING r\ ICE/WATER SHIELD I O w,� a 10 3/4'RH�PEO TRUSS TO TOP PEATY t Q.n JS TRUSS RE GOWN OVERHANGS - S-0.131'x3'NAII&TOE MAIL) <1.5'x22ga.STEEL STRAP W/(15) LATERAL SINGLE SHEAMI6ga.x1.5 LEG STAPLES EACH ENDEACH TRUSS TOP PLATE TUtPLATE x3'NAIL(FAGE MAIL)B'U).C2:4 OP P DOUBLE DOUFffe 2x6 SPF LATERAL SINGLE SHEARTOP PLATE S/8'DRYWALL l2 NOTE:FASTENERS WTH EQUIVALENT RATED VALUES NAY BETITUTED TOP PLATE TO STUD FASTENERS EACH MODULE 2.a SPF12 SOLE ft-30 H iLILATIOY TOP PLATES allaw TO SJUD 1.5'x229a.STEEL STRAP W/(15) 2x6 SPF/2 'O.C. TOP PLATE 3-F1:T3fi F3f idAH;TEND MAIL) 169a.x 1.5'LEG STAPLES EACH ENO GRADE®16'O. IIAAIWM magic-qf - 2B GA X 4.5•GALV. -. FIRST STORY CORNER STUD CONNECTION VINYL SIOINC S11GP5®1/4 PUTS ha SPS(Z SPACING FOR 2 ROWS OF NAILS=0.162'r3.5'(16a)NAIL FACE NAIL BOTH SIDES ALL OPENINGS O Tb'QG _ I/t S AL AIR IflEIL1iHAtIGF1'WRAP ' ( J R-19 INSULATION i (FIELD INSTALLED BY - Ta CAL ALL LATERAL SINGLE SHEAR 12'O.C.OR(10)-I/4•DIAMETER LAG SCREWS EQIALLY SPACED i p1HER5. INIEIdpR WALLS STORY ti MODULE 0 MODULE 0 FLOCR MODULE 'A"/ PERIMETER ENDS OF MODULE 01§PlAZ - 7/1&'OSR EXTERGIF I I� a o 0 (2)-1.5'x229a STEEL STRAP W/(30) D Ib O.f EACH MODULE WAIL 4♦EAIHTNG FIRST STORY STUD TO FLOOR PERIMETER I6ga.a 1.5'LEG STAPLES EACH END 2x6 SPF A2 15x229a.STEEL STRAP W/(15) (2)2x10 SPFBz DETAIL "B" 2.4 src'2 -�� LLL . I6ga.x 1.5'LEG STAPLES EACH ENO FLOOR PERIMETERS OSB FLOOR DECKING 2x4 SPF/2 50LE SOLE BOTTOM ATE T BOTTOM PLATE PLATE 1 �� „ EE BOTTOM PLATE TO BOOR EACH MODULE BOTTOM ROW OF SOING STARTER STRIP! 0.131'x3'NATL(FACE NAIL)8'O.C, 3(6`X 5 PLYWOOD STRIPS SHIPPED LOUSE& 11 •, )c4+•, a,p^ v LATERAL SINGLE SHEARMIDI) TATUM 8A FIELD INSTALLED BY OTHERS.SILL SEAL BY OTHERS. - ,. !r FINISHED GRADE iI .- FIRST S.5%1 FLOOR TO SILL PLATE 2x10 JOIST SPF/2 (2)1.5':16ya.STEEL STRAP DETAIL `�A° ®16"O.c. I I t IF W WRAP 15 ga,x LL E STAPLES R BOLT ND FLOOR INSULATION SUPPLIED k FIELD I�III�I'cIIF(F� WRAP UNDER SILL®EACH ANpiIXN BOLT - MODULE TO MONGOL B FLOOR INSTALLED BY OTHERS IUIEIIEIFI� - O! c o a TREATED ANCHOR p5 PER NY STATE LODE PERIMETER ALONG MATE LINE o SILL PLATE MANUAL PART 3,PG.71 1/2'BOLT REOUIRMENiS (R-19 OR BETTER) I II�IIJI�I' m + i a" STEEL COLUMN FURNISHED AND- INSTALLED BY OTHERS SEE FOUNDATION PLAN FOR LOAD FOUNDATION WALL REQUIREMENTS AND SPACING. a - PERMETER TOUTER CONCRETE BASEMENT FLOOR (RAVEL BED PERFORATED FOOTING DRAIN BARRIER " Z FTC 6'(RAVEL MIN. �oF Ne U POLYETHENE VAPOi .TO BE 6'MIN INTO It. UNDISTURBED SOIL(TIP). �Q� �SIrk ONr CIDryxP �Yy< �.� ¢a a cL% v~i NOTE: * " " m a * w�a FOUNDATION & POORER CONSTRUCTION ARE THE SOLE QnW ^N w RESPONSIBILITY OF THE BUILDER/DEALER OR THEIR `rFp CONTRACTOR. PROCEDURES OUTLINED ON THIS DRAWING Q82B6� JN ARE NOT TO BE CONSTRUED AS BEING AN ACTUAL Eng)i Y tlr'4 4e ,af,21f11 iO*t�NZY Va FAt;70F,'P�((T xES510NP� PROCEDURE FOR FOUNDATION & POORER INSTALLATION BUILDER: CUSTOMER: �a P�rtLuns atif�:hW)d °TIC .F Flts1C.'2tm do-es mat apply. SITE MODEL: AND IF FOLLOWED WILL NOT BE A LIABILITY OF sL.�Er$ttid'rr iRrxiaund D)TwT�15rTt Ik.:TTT3�ilL:r,ds,but not CAPE DESIGN HOMES. FOUNDATION & FOOTER INSTALLATION ITrre tc tcl touTTclstlnrr stn�s �e`,.TT T t'Sn d s(g -7d By SHALL BE ACCOMPLISHED UTILIZING ACCEPTED L3TFE A,rsitt r•DTs•B).11;J rs,� 1�,.r 3paa'f.jufI dxulotL Nov 20,2006 DRAW.NG: ENGINEERING CONSTRUCTION PRACTICES. IT IS THE RESPONSIBILITY OF THE BUILDER CROSS _ SECTION/DEALER OR THEIR CONTRACTOR FOR COMPLIANCE TO LOCAL,STATE, AND 5 FEDERAL BUILDING CODES BEFORE CONSTRUCTING SHEET: r) l O CJ C7 LO I D_' Wp [L SIMPSON DOWN STRAP STRAPLSTHDIORJ OR EQUAL SIMPSON LSTHDIORJ HOLD DO HOLD DOWN STRAP OR EQUAL CONNECTIONCONNECTION FOR 2293.9y SUPPLIEDDFOR&INSTAALLEDLLED� o KP� SUPPLIED & INSTALLED ¢ y yH¢ ____I By OTHERS w BY OTHERS I } (MODULE TO FOUNDATION) (MODULE TO FOUNDATION) m z I I I O � � U0U OO I o m 5 J Z I I w m m fr I o a a a SIMPSON LSTHDIORJ I I HOLD DOWN STRAP OR EQUAL CONNECTION FOR ® SUPPLIED &INSTALLEDALLED I r BY OTHERS ----- I @ P m (MODULE i0 FOUNDATION) u Q I l0 1 tl I O X c, w Itl 1 I I I Fr"ET. 141 �II Itl l__�I I I .�I< oI J ______ - I Q RMO- ¢�4 'i SIMPSON LSTHDIORJ PARE DO co HOLD DOWN STRAP OR EQUAL CONNECTION FOR 2293.9j o SUPPLIED &INSTALLED i F BY OTHERS 1 \ (MODULE TO FOUNDATION) o 1.4 0 m C E0 > Ij 1 o SIMPSON LSTHDIORJ HOLD DOWN STRAP OR fiQUAL I ` e j CONWCTION FOR 229B.9# - =n S��D OTHERSA� m - ----- ------ CMORIUtE TO FOUNDAILR9yl a o 0 E Q3 N N WP ;2!; E ^ CFI \ Q,' o o,� SIMPSON LSTHDIORJ O m v CD DOWN STRAP OR EQUAL \-,A.KL eax LOCATION CONNECTION FOR 2293.91 SIMPSON LSTHDIcR,F (IN BAgMENi) o o a SUPPLIED &INSTALLED HOLD DOWN STRAP OR EQUAL BY OTHERS 'Tt 9 (jr)A IIAS!C3t,%Y tg �l�.:� 7Ojk7Y Q�14T CONNECTION FOR 2293.91 (MODULE TO FOUNDATION) p-ri)ons of ttmc�huil&zkg Gaff apelan dots r at apply to SI SUPPLIED OTHERS &INSTALLED SuPPbod or if=Wled Dlertwa%,lte.flIZ SUCha ,but nrA (MODULE TO FOUNDATION) w IlTnztedio.fat:indaYon;.atvpg v6: trrr ttTac�cSilyna�J,fiY DWER51ar sift card;ti m.wncrar'socaif.ur'sds_ifon.. SHEAR WALL FASTENING AND SPACING QF NFL WALL LINE EDGE NAIL SPACING EDGE STAPLE SPACING FtON), p Z ado (n J> 1~a END WALLS 3" O.C. w/8d NAILS 2" O.C. w/2"A6 a STAPLE << O w o SIDE WALLS 6" O.C. w/ Bd NAILS 4" D.C. w/2"z16ga STAPLE CO Z� 9<r�T` C-DC Q � m= _ O 0 SILL TO FOUNDATION FASTENING `rFp 08286A N WALL LINE 1/2" DIA. ANCHOR BOLT 5 B" DIA. ANCHOR BOLT FESSIONP� BUILDER: CUSTOMER: <0' END WALLS O.C. MAX 2.5' D.C.MAX MODEL: 6' SIDE WALLS 6'O.C. MAX 6'D.G. MAX CAPE Nov 20,2006 DRAWNG: SHOP DETAILS-1 SHEET: r..> Mw YWNDOW SCHEDULE THERMAFtECT/AR - DUCTANCE SPACM TO THE BEST OF MY KNOWLEDGE,BEUEF, AND YMeF M PE s'P` arAs ""'� tuexr sa FE sa FL mas AR CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEED'S FROM FIGURE PROFESSIONAL JUDGEMENT, THESE PLANS (AND � ul NNAI i mtaa v '� °'� �` tom m omcm Q NNAF I'm '� v Alan WR WIT Pula R301.2(4) EQUAL OR EXCEED 110 M.P.H. SHALL BE DESIGNED IN ACCORDANCE SPECIFICATIONS) ARE IN COMPLIANCE WITH flee,DOW IW eP�a wraa as tt ae .0 24M 2rxsr mmmnEe a SA We w_m x W 42 Is A WITH ONE OF THE FOLLOWING ENERGY CONSERVATION CONSTRUCTION CODE = n s ,N e W mm tAxc W-25W-25 WT a a x 7s U ss " a44 zr x 4< MMmmMMM a sa we tP M „ u 4a 24 A 1, AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION OF NEW YORK STATE, 2002 EDITION, AND 2m,o as ,ws W WMEmic/sul oP-Mwra/a a ee x � ,� 2M a.x� �„® a/�111= �m It u w tr A MANUAL FOR ONE AND TWO FAMILY DWELUNGS• OR CONFORMANCE TO GENERAL PROVISIONS OF Hao a s Jr s n oaee mxc�ilt W-M wr a/a 7A al v at me sr x a' m wtttm Cm/mm w-M >t su su 11 A 2. SOUTHERN BUILDING CODE CONGRESS INTERNA`IIONAL STANDARD FOR P xn a s ,u s W ma -a wr s/a x u u as „ mu ar x v �„® ea/sm w w-m al u 17 2A A HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD 10); OR CHAPTER 5.SECTIONS 502, 503, 504 AND 505. x4sto as s W or`a°Pra/a s IU 7.1 14 II as ,rx4r aN mmm M./sx.Nwc Ix-m _m ,ar zr a2 A 3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7;OR INDIVIDUAL(DISCRETE) MODEL PLANS DERIVED mm 34 s '"a W -a CPT .a u e' al I' 4. COLD-FORMED STEEL CONSTRUCTION SHALL BE DESIGNED IN ACCdRDANC� FROM THE SYSTEM AND SUBMITTED TO LOCAL aw 4r aRwn® /� w N na u " A WITH THE PROVISIONS OF THIS CODE. Coo, ENFORCEMENT OFFlCAL IN CONNECTION �Io 343 .m s n a wr a/a x u7 u as a, JAM sr x 4r atmwtaa a/sa Hoc w M x Izo u >J A COD ENFORC PERMIT APPLICATION SHALL BE u = s4s s n tPao�ra/a x ,U ms 47 tt sem srxar mmmm a sa.mg W-M A Lao Iu zo A WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVEVATHs34,s ,et s W oasE mRe/saAl w a oPra/a s us Ns en .,, aoe a x m aNaxrrm oa so<,xxs UP-M sl ,as to sA A GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING ACCOMPANIED BY A MEC-CHECK REPORT gem m3 s W MIREWW/SMX w-awra/45 x la] Ise as trees .11 am a'x7r am mm.ORIIn AAc u-N A mo tse u mes A SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH (INCLUDING THE INSPECTION CHECKLIST). �son a s s W 5 mRo w-a wr a/a x ,U 7A u ,, a44 sr x 4e asu m e/sa mm a`M r ,tx 7A 34 A THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR mm a s :Ie s n ooxxE lone w-a oars/a a lax Q4 a4 „ 4= 4e x r mum a/sm m W-M sl la4 m v A WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE �! solA a s Sx s W oaeE xu4e/suAt �a era/a ,: 'a' "' U � '" 4om 40•x m' °N°ww a/m mm EP-m „ Par nA se A s sm a s n ME ww/8 TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. :s a11 w-a CPT a a x nA as u mm .11 am a•x er mmw® a/sit wo OP-M � ru Ise u mm A m s s n txxeE mwc�sun w-a wra/a x lea ISA a7 mm .11 W x ar aNrA= a/sA Me w-N al lea tee a4 mm A EXTERIOR WINDOWS AND DOORS SHAD_ BE DESIGNED TO RESIST THE DESIGN ME m a sw s n IxsaE tlAcisun w a wra a x au let zT CIEs •11 4en 4r x 7r mmw m a sa Me tx�M x I ma I17 n mess Im WIND LOADS SPECIFIED IN TAB R301.2(2) ADJUSTED FOR HEIGHT AND ssao a s ,m s W MM mxc/saat w-25 wr a/a x 14.4 MA U a, as 4e x 4e• . awww e m mm w-N at lu Las u A EXPOSURE PER TABLE R301.2(3). xa 4:3 s NN oasEmRc waasa/a x va Is.1 as ales .11 40 Wxsr mmwum a/mme wM -m tee tat s2 A EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED slm us gs n WRElAAc oe-alPra/a ,a 2 ,at. rA M ,,, 4W WIM mmm mmmm a/sear«° u-M �1 1aa to as A INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, sav 4xs mf NN txAHEaA11e W-25Wra/a x u ts7 7s iIIe1S .n 4tm a:m tmwN® a/salAxe a-N r lu Im u mess a PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO 3 scat as 14 W aIDEW w-awra/a x sz u a Iran: z„ :u, etvwNm aaElw tP N aI as '•' _ A INDICA COMPUANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: :slat x s t r n amEW aMa IF a/a x u u _ A H=4 a t x Is I txtlaNlfFD aloErw oµ M A u IA - A A) NW►aDA 101/I.S.2 $$ t4M as 1 r W amEiw tP a wr a/a x at u - A moos a 1 x 141 aHwmmat as s n nCIUE w 3_.Wl /a x 4s 2V at AIo txmw orx er atmwW w N A 4 xt A m NOTE: DESIGN HOMES LLC. DOES NOT SUPPLY OR INSTALL ANY MATERIAL FORu I r,n 7 W tca -2.wr ape a "s 2ax as A xe472 4 e r x rs I aNwN® ea a�M x as mx ad PROTECTION AGAINST WINDBORNE DEBRIS. THIS IS THE RESPONS191UTYu t t W a fur w-2 wr a a a 4u u ss A '° xoD u s r x 7s I aNanNm aaAr w M ]I a.aas a7 A QtOF THE BUILDER OR RETAIL CUSTOMER. ea 1 e',$1 W 4s eAr tx_a as a/a at su 2u u A.to R n t x a t axwlum a MY w-N A at mx a7 A m NOTES: � 1.WINDOWS, SKYLIGHTS, AND DOORS OF EQUAL OR BETTER U VALUE, AND MANUFACTURED BY OTHER ANDERSON THAN SHOWN MAY BE SUBSTITUTED. 5�t ►NNDow SDITIEDULE wLNDOw SCHEDULE 2.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET �o c�mE 00 ayste tasa INE A9amJ v . wrt ImNtsi mas a'nA� mm tmel mesa NIA: THE mum v mu S°uutr`� WE WIT mas am CLEAR OPENING OF 5.7 SQ.FT. EXCEPT GRADE FLOOR OPENINGS SHALL HAVE �� amo Z I m 1 r aatlnl DaeE 1Axc/saal 4a{ U zt a 1e 2mlo a 1 ,n I r mmml win axle two Orr N IRS w am 4a z, s A MIN. NET CLEAR OPENING OF 5 SQ.FT. WITH A MAX. SILL HEIGHT OF NOT O� sm a Ilea"te aaAml txxeE IARe�sual ptia sxp� 4sm 4A z4 m,Ie 2atx a t .R 1 r Aletml txAeE tAxc wtila air N PST a 7x 4s gas a MORE THAN 44' ABOVE FLOOR. THE MINIMUM CLEAR OPENING HEIGHT SHALL :m,a s 1 ,q t r arAtxN uaaE tAAc/saal sxAP sax s! u x aI 2mto a t ,p t e AtAareat mu mm aP ao wr M PSF x nn a7 sas a BE 24. THE MINIMUM CLEAR OPENING WIDTH SHALL BE 207. Mrl p x"0 sD 1 '"'a °FAH°' 0°W HNe/a'l a+ ie a zmo a+ fir oaeE mm stile air N x 7s7 a z" a 3.DOORS, WINDOWS, VENTS t1c OPENINGS IN EXTERIOR OR INTERIOR TENANT, STAIR dt GARAGE SEPARATION O tl.>� a+ IN aFAmI 00 aE'x'm A�91M am ee ze se as a+ ."1 r mum MR"m w-m wr N PSP x a4a s4 a® a WALLS, ALSO SKYLIGHTS, RIDGE VENTS, LOUVERS OR OPENINGS PASSING THRU A FIRE RATED CEILING IN ��h-4�� Ham a t IV QFAmI uaeE xAc/saat as z1 a so.m 200 a 1 'r Atm6a mm Kw cstilx wr N P3 x 1a13 as sm a A STAIR OR GARAGE SHALL BE 3/4 HR. MIN, FIRE RATED &BE SELF CLOSING OR HAVE A 3/4 HR. MIN. V .to zsa 341 m I r aaAm1 WmEmm/au A W / La a u 2o%Ie ma at IN Mtn= N=wo W-M wrNPSF x a4a U sx a OPENING PROTECTION NY$' allo x I .re 1 e aRrAlel oaeE WmA9 u AA�v sN� / am u 41 as/.la mesa x+ 1 e AtAxs2sal oaeE mxc a�-M wr N Psr x "ss 7.2 4a m W sa x, ,®,r aaAmi oaolEmxa S:,tP / IAs ms al so/te am at ,mar Almml weEH= W-M WNW x 1s17 ae as m 4.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT sea 34 t 1 r NAM svw- / ILM to u mm -/.Ia sax a I A5 I e ME= OWE mm W-M wr N W x Ism Ile wo to m THE USE OF KEYS OR TOOLS. = a+ lair °FACT / tsa w 7A CEs an/•+A x+ +r oa®Ewlm "-wr50Psv m nn to xx Crs .3 5-ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GAZING AREA OF NOT as a 1 ,e I e tRTAmI oaeE Iv+e/saN / 7.a n a7 m/le as a 1 I r Almml DaeE toe Ixwo wr N Psr x m7e 72 as as W Gj O - LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS NATURAL VENTILATION ^ t. smm a lArm t e an= oaeE IAAe/saA1 a � as 17 �/,x aAo a t t r Armmt oaeE mm awo wr m Psr x txai Iu an ss SHALL BE THROUGH WINDOWS, DOORS LOUVERS OR OTHER APPROVED OPENINGS To Mai b sulx a I ,9 t e aaAmt oaeE'I MAP IUx W u Cos a/.m ma set ,n i r w� MUM woo wr N PSP ss 14Ae Ise as mass s THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR ME a I t r gNAUo= DueE IxRe um IOU u Cea 2o%te sam a+ >A I r AAuateal oaeE Cam orwo wr N PSP x vm w ea mass a SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE w ME a t +r arA>,a' oval` 1>to w 7a Issas at/>e �+ a' +r ME= wiu mue a�,v wr so Pw x Imo tss am macs m MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR �o som a 1 ,n Ile an= ooEaE mAe/Saa1 A m s,AP- tsx Iu 7.9 was N-1e sM A t ,77 t r Asmm1 D=MK W-M wT N PSF x Ate Wsal Casa AREA BEING VENTILATED. P�G of N��fO solo 42 I ,ate MAU Dale,mw,/saal SNAP- Iex roe sx mps sat 421 n 1 r mml tx m mxm w n If"Off is x Ito Lai ass a V xa a 1 ,aa I r GFAIxa IxtAxE mxc/W sN vat tat es teas .m/m as n 1 m+e am= IxxeE mxla a�a as eo Psr x IA.s III eat Eons a 6.NOTE: ENVELOPE INSULATION R-VALUES AND GLAZING U-FACTOR REQUIREMENTS xm 42l ,a1r CIFWA= WEEHM/saal sx ttn Ia7 7� taAs auA1e sax 42t ,asIr AIWW! Mwx MIxxm 1P-awrNPs x Ieae to FOR RESIDENCES USING ELECTRIC RESISTANCE HEATING. r m sa 4x 1 w 1 r aFAtxN DaeE mAc/92a1 sx tsa Ia7 7a 1%a sae ai t >®I r Almml 1108E IAxm w a Ixa N PSP ss MM lag * o eaa4 a WAS I e °NFA1m1 GRIM w ae u u - A cou4 a 1 e7 s r Almml IAaErw orvao wr N PSF x 17 u ROOF/CEIUNG:------------------------------R-49 x CIO s/I ,v 1 r aFAIM aAaalw a at u - A � a Ilea s r Atmml ata[rw woo wr N Psr x a7 u- WALL (ABOVE GRADE)* R-26 ¢ 4am a 1 aA t e anim amnm A al u _ A clmo a 1 m s r weeml ORWIF woo wr N FW A u 2a_ GLAZING U-FACTOR**:----------=---------0.31 Ix ssa- n I t afAml rtenn w+a a 4oa xu a o1,w Ixawa-t o 1 ®1 r Mm®I moue W-M wr N PSF x as a4 FLOOR OVER UNHEATED D SPACE OR CRAWL SPACE WALL•---R-30 'oer�Q �8286i as aoa a I e s 7 IRTANa1 Hoe A 4u tL as a olt:ml n 1 ,e 7 Nmaa ttae tP-a wr N Psr x 4u aA BASEMENT WALL-----------R-19, 7FT. OR TO TOP OF SLAB f P� so-4sa n 1 1 r aaAm1 >P a1Ar x ao as u A.a a�44s-I W.9 s r wmml a et7 w�wT N Ps x ss2 Xf SLAB EDGE:-----------------------------R-15, 4FT. � FSSI011 4s wa t a'4e 1 e aFAu°' 4e eAr sI u aA sa A.lo ++w+ N 718145 s r A+� 4s esr txti7a wr N PSP x na 2aA * OPAQUE DOORS SHALL HAVE A MAXIMUM U-FACTOR OF 0.35. 16a 14' c°' _ s«NCIr MW .w 11 2A MAXIMUM ALLOWABLE GLAZING: 15%OF THE WALL AREA.DooR rm 2:t aDi tmetE stmloir x 4e 4: 7.NOTE:COMPLANCE BY PERSCRIPTIVE SPECIFlCAl10N ON AN INDIVIDUAL COMPONENT Nov 20,2006 PE m @AI% a I w 1 rasa, :mace .n 7s eA BASIS. FOR BUILDINGS WITH A WINDOW AREA LESS THAN OR EQUAL TO 8 PERCENT;- sm Imo'nm Vmw. 7", mm v mu WIT 'oar PAO 12 PERCENT, 15 PERCENT, 18 PERCENT, 20 PERCENT, OR 25 PERCENT ( DETACHED N as srar nat+a>wr ML on WM M PMU .14.,a NA N/A IV a4 ONE-AND TWO-FAMILY DWEWNGS ) OR 20 PERCENT, 25 PERCENT, OR 30 PERCENT � W z rn sae a5er nQauuu elsx.cK aataEAEPASAa ae aA GIs ta7 os (TYPE R-2, R-4 OR TOWN HOUSE RESIDENTIAL BUILDINGS) OF THE GROSS EXTERIOR } iJ' p NOTE: WALL AREA, THE THERMAL RESISTANCE OF INSULATION APPUED TO THE OPAQUE >!x# rxwrAr 118aY4-W! IaU.OaE ta-IrE EQ PA4Aa: 21.1 as 1a7 AV W U > mee a er UNA-= max.ex CNA.MPA= .Is aA 7.0 IV ss THE REQUIRED DP RATINGS ARE OBTAINED FROM TABLE 301.2(2) FOR 'COMPONENTS AND CLADDING' BUILDING ENVELOPE COMPONENTS SHALL BE GREATER THAN OR EQUAL TO THE � U see sr�m• ROM-= mm axe FIX PAS Nom wo .m MA II IA IV .04 PRESSURES. THE FOLLOWING VALUES HAVE BEEN EXTRACTED FROM THE TABLE USING EXPOSURE B. MINIMUM R-VALUES, AND THE THERMAL TRANSMITTANCE OF ALL FENESTRATION � (,� w as xr,� nerauruu xaN on maNAID57tSY10 a a, NA ,a7 m 30' OR LESS BUILDING HEIGHT, 10SF FOR WINDOW AREA (WORST CASE), AND EDGE PRESSURES. ASSEMBUES SHALL BE LESS THAN OR EQUAL TO THE MAXIMUM U-FACTORS SHOWN Q r ' 41U "m' ox M•Zm m as 7A 17 Al IN TABLE 502.2.4(1), 502.2.4(2), 502.2.4(3), 502.2.4(4), 502.2.4(5), 502.2.4(6), Q p,z as er>er NAIYA-lg1 my i os � �, as to ,a7 „ 10 MPH 14.5 PSF 502.2.4(7), 502.2.4(8), 502.2.4(9) OR 502.2.4(10), AS APPLICABLE. SECTIONS p ton n rm7 Almml somPA FFDD eA as x aA as Ise as 100 MPH 2 .1 PSF 502.2.4.1 THROUGH 502.2.4.17 SHALL APPLY TO THE USE OF THESE TABLES. � U soa rter Almml s�Ic PAID Fmloaem x 4aa 2U Iat ,I 110 MPH 29.1 PSF rmo 7fm' amAmm Is= smr x au ae I92 as 120 MPH 34.7 PSF W Q w Hem tr x axr astraROm Ism stuiti .a A Las Ixa at IF THE BUILDING IS LOCATED IN EXPOSURE C ( OPEN TERRAIN, HURRICANE COASTUNES, ETC. . Eti.cjiittie.m Cori5.riaasior5:9l Pl.ih ONLY to Fr Cti TQFVY A2 TILT v�i [-•s U a um rt�I MRAaW H01A mf RE PwAJF N A N A N A M A N A ) portions or the tsuild'e�tg. Cx nL"icatiar�dsE;t.l[1p ily'[�SITE t� > >m a m' aRAwA7r Hasa WE xrt PAaA¢ N A N A N A M A N A VALUES ARE MULTIPLIED BY 1.4. :[: sit d nr ir3ta0rd<c Icrnrats.Pic ms:Jr_d a:S,G it r1a :b stet I ""AT Hama MRE ta.FW9 N A N A N A A N/A A MW TWIN SEAL DH DP 25 PSF.- MW V-WOOD DH DP 25 PSF. OPLREINFORCEMENT PKG. DP 35 / 45. lirr>►ed i.n;ta4lndxfiom glees,otc...awst be cicsigned By, �✓�'" uj m rdo fIr 0R11WFT ,mmcaa Ill PISM NA IVA NA A MA 0T1w3 FR5lor:s i I c•aI".«.1'a ionr.,Ixni r$0c5L-y.irL:. B CREATION SGL HUNG DP 25 PSF, DBL HUNG DP 30 PSF PICTURE WINDOW DP 45 PSF,SLIDING GLASS DOOR DP 25 PSF. oZ@li a ��I RRIiatIPT Ieip axe lR PA4AF N A N A M A A NIA , � = seat lIr MOW HUM axe M RE PAM N A N A N A N A NA C ANDERSON DH DP 30 PSF REIN FORCED SILL DP 50 PSF. SLIDER DP 45 PSF. HINGED PATIO DOOR DP 40. 4 4r,es lif aRwv7r Haux txtF of-0A4 Slmi N A N A N A M A NA D CERTAIN TEED DH DP50 PSF (THESE WINDOWS MEET U VALUE REQUIRMENTS FOR ELECTRIC HEAT.) - 4 7 Job i Truss I Truss Type 27855 aty Ply Design Homes 274 (V276-12M) CC197901 'HINGED ATTIC 1 1 2T 6"wide 12/12 attic Universal Forest Products,Inc.Plant#274,Parker,PA 16049,Andrew Muisiner Desi ned by AM 13-9-0 27-6-0 6.000 a Apr 8 2004 MiTek Industries,Inc. Fri Sep 17 15:04:36 2004 Page 1 13-9-0 13-9-0 7 I'r\ OF A,1 Attach Collar Tie �� '121 60 �?"9\ ``��Q,`��• .,F,�,��Aj-��,f��. rFP� � Conn. 375(lb) /Iwilh(8)10d Nails ✓ `� •�� !•. y C\ Joints 6,7, 8 g 100%Structural r` 1 •`U 9ti;Gti: � KEVItd W. 5c� Adhesive Coverage FREEMAN 6 W99 8 - _ _ CIVIL C� �-- 1"Edge Distan 12.00 I �'•N� Q�•�� W. •�•S q No.42980 I[ 5 g Typ.On All Sides 0Nail This Face :9� ~ '`• "" ��; t�'. •�(/�`� 1��`G/STLR�O C�� ti x Nail Opposite Face t�F, DEEP' •�� 4�F••/t/0.255•�'` Collar Tie connection Detail �s�•.. �' �j S •'• ,.•• •�\��,~ �S/^�N?� �• ti l0 F �iNAL E�•``�` N . NAL ''�,uuu,,,►��% 7 BEH18E IBEH18E 4 `r c%� F N E �4d////Prvsyr� 7 co 0 �� OF •M I Ctii P�� j�l. Fib w�� 110 �O N W Eq Ty 15-6-0 �A,.•' '••,�y �� FF 'A ��Q REGISTERED 1x4EH13D BEH18D *G.'• KEVIN •'•2 �'i, ; 2'9Z `°V PROFESSIOhIAL 0 2 2x5(one face)�\ 0-6-0 one face/i 11 1 x4 II 1IV• •''F ' 11H ) 12 FREEMAN ) I w KEViN W. FREEMAN 4 col 81 13 ti n: ENGINEER :Lu m cii d o 18 17 B4 h m: No. 'w 2 _r ` NENGINEER 2x611 Conn.375 Ib 14 Z� 043273 • `} N �t ( ) 16 15 G^ ��` >8663 PE 054541E 5x8= Conn.375(lb) 2x6 1I �O �A �•Conn.752(lb) A••.. �, 1' 1-2- 6-0-0 5x8= R�FesstoNPL FsSIONP "•►.N S Y 13-9-0 . 21-6-0 26-4-0 2 -6-0 -2- 4-10-0 7-9-0 7-9-0 4-10-0 Plate -2- Offsets X,Y: 1:Ed a 0-0-1 , 3:0-0-11 0-0-10, 3:0-1-8,0-5-6, 4:0-0-11 0-1-2,ri0:0-0-11 0-1-2, 11:0-1-8,0-5-6, 11:0-0-11,0-0-10, 13:0-4-0,0-0-15 Spacing 2-0-0 Alt.Spacing 1-4-0 Alt.Spacing 1-0-0 Spacing 2-0-0 Alt.Spacing 1-4-0 Alt.Spacing 1-0-0 LOADING(psf) LOADING(psf) LOADING(psf) . LOADING(psf) LOADING(psf) LOADING(psf) CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL- 40.0(Pg) TCLL 60.0(Pg) TCLL 80.0(Pg) TCLL 45.0(Pg) TCLL 67.5 P TCLL ps P Plates Increase 1.15 ( 9) ( g) Lumber Increase 1.15 TC 0.57. Vert(LL) -0.25 16-17 >649 240 MH20 197H44 TCDL 7.0 TCDL 10.5 TCDL 14.0 TCDL 7.0 TCDL 10.5 TCDL 14.0 Rep Stress Incr YES BC 0.71 Vert(TL) -0.35 16-17 >460 180 M1118 1411138 BCLL 10.0 BCLL 15.0 BCLL 20.0- BCLL 10.0 BCLL 15.0 BCLL 20.0 Code IBC2003ITP12002 WB 0.65 Horz(TL) 0.01 13 nla n/a BCDL 10.0 BCDL 15.0 BCDL 20.0. BCDL 10.0 BCDL 15.0 BCDL 20.0 Ct=1.1 Ct=1.1 (Matrix)Ct=1.1 Ct=1.0 Ct=1.D Ct=1.0 Weight:175 lb Unbal. 37.5 Unbal. 56.3 Unbal. 75.1 Unbal. 29.5 Unbal. 44.3 Unbal. 59.1 6)This truss has been designed for a 10.0 psf bottom chord live load 18)This truss has been designed to meet 2003 MI Building Code,Sec.2303.4. LUMBER nonconcurrent with any other live loads. 19)This truss has been designed to meet 2003 Mt Residential Code,Sec. TOP CHORD 2 X 4 SPF No.2 'Except' FORCES (lb)-Maximum Compression/Maximum Tension 7)All plates are MT20 plates unless otherwise indicated. R802.10. TOP CHORD T4 2 X 6 SPF No.2,T6 2 X 6 SPF No.2 8) See BEH18 DETAILS for plate placement. 20)This truss has been designed to meet 2002 BCNYS Sec 2303.4(Building 1-2 = -1212/395 2-3 = -1083/388 9)Provisions must be made to prevent lateral movement of hinged member(s) Code of New York State) BOT CHORD 2 X 10 SPF No.2 3-4 = -1057/392 4-5 = -891/461 WEBS 2 X 4 SPF Stud `Except' during transportation. 5-6 = -324/118 6-7 = -171/134 21)This truss has been designed to meet 2002 RCNYS R802.10.2 W99 2 X 6 SPF No.2 10)All additional member connections shall be provided by others for farces as (Residential Code of New York State) 9-8 = -8911461 10- = -105 138 indicated. 22)This truss also meets an alternate wind speed of 122.5 Inph when spaced BRACING 91-1 = -1083138 10-11 = -1212/386 11)Ceiling dead load(5.0 psf)on member(s).4-5,9-10,5-9 at 16"oc(Except max DL=10.2). TOP CHORD 11-12 = -1083/383 12-13 = -1212/386 BOT CHORD 12)Bottom chord live load(30.0 psf)and additional bottom chord dead load(0.0 Structural wood sheathing directly applied or 5-3-13 cc puriins. 1-18 = -196/666 17-18 = -196/666 psf)applied only to room.16-17, 15-16 13)Provide mechanical connection(by others)of truss'to bearing plate capable BOT CHORD 16-17 = -195/666 15-16 = -195/666 Rigid ceiling directly applied or 8-2-13 cc bracing. 14-15 = -194/666 13-14 = -1941666 of withstanding 303 lb uplift at joint 1,301 lb uplift at joint 13 and 51 lb uplift at WEBS joint 16. 1 Row at midpt 5-9 14)This truss is designed in accordance with the 2003 International Building 2-9 = -570/532 -17 = -2921321 Code section 2306.1 and referenced standard ANSI/TPI 1. 50- = -292/322 4-17 = -292/325 15)Truss members shall not be Cut,drilled,sliced,notched or otherwise altered REACTIONS (lb/size) 10-15 = -292/322 1 = 1138/0-5-8 without written approval of the design engineer. 13 = 1138/0-5-8 NOTES 16)Take precaution to keep the chords in plane,any bending or twisting of the 16 = 699/0-3-0 hinge plate must be repaired before the building is put into service. Max Harz 1)Wind:ASCE 7-98 8 7-02; 100mph;h=30ft;TCDL=2.8psf;BCDL=4.Opsf;Category 17)This truss has been designed to meet the 2003 IBC Section 2308.10.7.1; 11;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone;1 = -550(load case 7) cantilever left and right exposed;end vertical left and right exposed;Lumber 2003 IRC R802.10.2. Max Uplift DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members 1 = -303(load case 10) and forces,and for MWFRS for reactions specified. 13 = -30 case 2)TCLL:ASCE 7-98 8 7-02;Pg=40.0 psf(ground snow);Category 11;Exp C; Partially A WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Max Gray ®' _ (load 16 51(load case 9) Exp.;Ct=1.1 PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI49505 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters 1 = 3)Roof design snow load has been reduced to account for slope. and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. 1207(load case 3) 4)Unbalanced snow loads have been considered for this design. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the 13 = 1211(load case 4) 5)This truss has been designed as per IBC Sect. 1605.3.1.1 Load reduction, responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard, 16 = 772(load case 12) _ 9 9 g g g g 4 y 9 for multiple live loads. DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation avaliable from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI53719 J:lsupportWitekSu pltemplates111x17template.lpe c copyright 2004 by.Universal Forest Products,Inc. MWFRS Calculation Design Homes Ref WFCM 2001 Wallen Engineering Solutions,Inc. PR6000 111 S.Summit St. 11/10/2006 Lock haven,PA The calculation summary is on page 4 through 6 l.� w WFCM Chapter 2,Engineered Design Wind Design General Information Speed 120 Pitch?/12 12 Joist+Sheathing Depth in. 10 Exposure C Truss Spacing o.c.in. 16 Mean Roof Height 19.7 Stories 1 Total Span W 27.5 CMRH Adjust.Factor 1.25 Total L 56 Building Aspect Ratio 2.0 Building Description Shear Wall Information Minimum segment Length based on 3.5:1 Aspect ratio 2.29 ft Total 1st Story L,a 56 Wall Lg L,front Segment Lengths With Full Height Sheathing Length Wi ft. 27.51 561 3.71 6.9 6.94 3.3 6.261 3.36 1 30.46 Wall Ht,ft. 8 L,rear Segment Lengths With Full Height Sheathing Diaphram Aspect Ratio 2.0 561 4.031 17.68 1 14.721 4.411 1 40.84 W,left Segment Lengths With Full Height Sheathing 27.5 0 14.49 14.49 W'right Segment Lengths With Full Height Sheathing 27.51 1.41 22.92 24.32 Min.°/ Unrst Wall Ht Stud o.c. FulHgt. OpnHtin In Max Adj.Fac Spacing 81 1 16 30.46 81 54% 81 1 16 81 1 16 14.49 81 53% 69 1 16 C)F AN �Pr'azrtON), 0 y 9 �rr�irl�{rrlc��fta�iaFit'cii�r fs��lt,~S.SJh�Y to FqC€'UFO'B:J►t T Digitally signed by John A. Wallen P.E. rijat, $f�iz�iSuild "'"'� "�"� ', `,'MYlaSl - upplivd ori-asiziledoianlr-mnfr.111DO S Such as,birtnrA JSIONt` Date: 2006.11 .1017:45:17 -05'00' l,trlKmn, t*)idxtron.t.tras rt�,rr4lst be dcaigned l3'a C?TI•%,�_*"ara for 1<{c camd;Einna 1n-,dcr 52cstf�ciristi,an. Nov 10,2006 Page 1 of 14 Copyright 6 2006 Wallen Engineering Solutions,Inc. , i MWFRS Calculation Design Homes Ref WFCM 2001 Wallen Engineering Solutions,Inc. PR6000 111 S.Summit St. 1111012006 Lock haven,PA WFCM Applicability Limitations Mean Roof Height(MRH)5 33ft OK No stories S 3 OK Story height 5 12ft. OK Length and Width 5 80ft OK Buikding Aspect Ratio LNV 5 4:1 OK Max Vert Floor Offset ft. 0 OK Max Shearwall Line Offset ft. 0 OK Floor Aspect Ratio 5 4:1 OK Diaphragm opening width fL 9 OK Diaphragm opening length ft. 3 OK Roof pitch S 12/12 OK OF Me ��SHOV), 0. 9CO e o8zae+ sSOO- J • Nov 10,2006 Page 2 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. ` MWFRS Calculation Design Ho Ref WFCM 2001 PR6 Homes Wallen Engineering Solutions,Inc. 000 Ill S.Summit SL 11/10/2006 Lock haven,PA Typical Fasteners used in design Assume SPF Framing for modular G=0.36,and SYP or DF Sill Plates. Truss to top plate straps Z-Lbs. Shear Plate/Angles Simpson H2.5 365 Simpson LTP5 Z-Lbs. Simpson H10 510 850 Simpson A23 565 Steel Tension Straps USP Straps(nailed per USP Instructions) 1.5"x26 ga.Steel Strap w/(9)16 ga x 1.5'leg Staples Each End 535 1.5"x22 ga.Steel Strap w/(15)16 ga x 1.5"leg Staples Each End . 891 RS150 16g Straight Strap w/(18)10d nails 1275 1.5'x20 ga.Steel Strap w/(17)16 ga x 1.5"leg Staples Each End 1069 RS250 20g Straight Strap w/(10)1 Od nails 755 (2)-1.5x22 ga.Steel Strap w/(30)16ga xl.5"leg Staples Each End 1782 RS300 22g Straight Strap w/(10)1od nails 625 (2)-1.5'x20 ga.Steel Strap w/(34)16ga xl.5'leg Staples Each End 2138 HTW20 14g Twist Strap(20"long)W(24)1 Od nails 1325 (2)-1.5"x18 ga.Steel Strap w/(34)15ga xl.5'leg Staples Each End 2852 MTW12 16g Twist Strap(12"long)W(14)lod nails 1030 (3)-1.5x2Oga.Steel Strap w/(52)I6da x 1.5"leg Staples Each End 3207 LFTA6 16g Twist Strap(19"long)w(14)10d nails 1030 1-Simpson LSTA21 Strap tie fastend Per Simpson Recommendation 1235 MTW20 16g Twist Strap(24"long)w(14)10d nails 1030 1-Simpson MSTC28 Strap be fastened per Simpson Recommendation 3110 1-Simpson MSTC40 Strap be fastened per Simpson Recommendation 4495 LSTA9 20g Straight Strap(9"long)w(8)1 Od nails 730 LSTA12 20g Straight Strap(12"Ig)w(10)10d nails 910 Foundation Hold down Straps LSTA15 20g Straight Strap(15"Ig)w(12)10d nails 980 Assume B"min concrete wall with 1.5'min edge distance,min.F,=3ksi LSTA18 20g Straight Strap(18"Ig)w(14)10d nails 980 Simpson LSTHD8RJ 1950 LSTA21 20g Straight Strap(21"Ig)w(16)10d nails 980 Simpson LSTHDI0RJ 3230 LSTA24 tog Straight Strap(24"Ig)w(16)10d nails 980 Simpson LSTHD14RJ 4430 LSTA30 1Bg Straight Strap(30"Ig)w(22)1od nails 1305 Simpson(2)-LSTHDI4RJ B860 Simpson HTT22 Bolt Down Hold Down 5250 MSTA18 18g Straight Strap(18"Ig)w(14)10d nails 1275 Simpson HHDQ11 Bolt Down Hold Down 9615 MSTA24 1Bg Straight Strap(24"Ig)w(18)1Od nails 1305 Simpson HHDQ14 Bolt Down Hold Down 12350 RT1 O 1 Bg Hurricane Anchor 585 Bolts and Nails all at 1.6 wind CD factor Based on G=0.42,single shear values PHD8 Bolt Down Foundation Anchor 8295 1/2"diameter bolt 725 PHD2 Bolt Down Foundation Anchor 4770 1/2"diameter Anchor Bolt 1056 5/8"diameter Anchor Bolt 1488 7/16"OSB with 2"xl6 ga staples 6-additional per stud and E 360 1/4"diameter Lag Screw 320 0.131"x3"nail(Face Nail)Lateral Single Shear 115 0.131"x3"nail(Toe Nail)Lateral Single Shear 95 0.131"x3"nail(End Nail)Lateral Single Shear 77 0.162"x3.5'(16d)nail(Face Nail)Lateral Single Shear 202 0.162"x3.5'(16d)nail(Toe Nail)Lateral Single Shear 168 �SOF Ne CO /�P a1NONy Q * ' r m # s St�� Nov 10,2006 Page 3 of 14 Copyright 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 111 S.Summit St. 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 Exterior(Blocked)w/1/2"GWB Interior(Unblocked) Segmented<14.49 OK Edge nails Nail edge spacing;OSS-3"o.c.Bd,or 2"c.c.2"xl6ga staple,GWB-4"o.c.5d Perforated NG First Story Side 16"o.c.Studs 7/16"OSB Exterior(Blocked)w/1/2"GWB Interior(No Specific Fastening) Edge nails Nail edge spacing;OSB-6"o.c,Bid,or 4"o.c.2"xl6ga staple Perforated <30.46 OK . Connections (Fasteners with equivalent rated values may be substituted) Uplift (All connections are per stud or truss unless noted) Truss Tie Down 1.5"x22 ga.Steel Strap w/(15)16 ga x 1.5"leg Staples Each End each truss Top plate to stud 1.5"x22 ga.Steel Strap w/(15)16 ga x 1.5"leg Staples Each End First story stud to floor perimeter 1.5"x22 ga.Steel Strap w/(15)16 ga x 1.5"leg Staples Each End First story floor to sill plate (2)-1.5"x18 ga.Steel Strap w/(34)15ga x1.5"leg Staples Each End Wrap under sill at each Anchor Bolt Location Lateral (For Roof to Plate,Plate to Plate,Plate to Stud,and Plate to Floor) Truss to top plate 3 -0.131"x3"nail(Toe Nail)Lateral Single Shear Top plate to plate 0.131"x3"nail(Face Nail)LateralSingle Shear 8"o.c. Plate to stud 3 -0.131"x3"nail(End Nail)Lateral Single Shear Bottom plate to floor 0,131"0"nail(Face Nail)Lateral Single Shear 8"o.c. C�OF N& ViON C2 9� �280 ' sSOO, Nov 10,2006 Page 4 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Ref WFCM 2001 PR60o0 Wallen Engineering Solutions,Inc.. 111 S.Summit St. 11/10/2006 Lock haven,PA Floor Diaphragm Continuity First Story Module to Module at Floor Perimeter Along Mate Line 1/2"bolt quantity requirements = 8 minimum Module to Module at Floor Perimeter Ends of Module (2)1.5"x22 ga.Steel Strap w/(30)16ga x1.5"leg Staples Each End Shear Connections First story endwall Perimeter Band to Sill Plate Use 0.162"x3.5"(16d)nail(Toe Nail)Lateral Single Shear 3.4 inches o.c.max spacing Sill Plate to Foundation Use Either 1/2"diameter Anchor Bolt 1.7 It c.c.max spacing OR 5/8"diameter Anchor Bolt 2.5 ft c.c.max spacing First story sidewall Perimeter Band to Sill Plate Use 0.162"x3.5"(16d)nail(Toe Nail)Lateral Single Shear 22.5 inches o.c.max spacing Sill Plate to Foundation Use Either 1/2"diameter Anchor Bolt 6 It o.c,max spacing OR 5/8"diameter Anchor Bolt 6 ft o.c.max spacing Comer Hold Downs and Comer Stud Connection First story each comer Hold Down Required,Use A Simpson LSTHDIORJ First story stud connection 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 of N& y,�rr�pl00,V), O� * � t c Nov 10,2DO6 Page 5 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Ref WFCM 2001 Wallen Engineering Solutions,Inc. PR6000 111 S.Summit St 11/10/2006 - Lock haven,PA Uplift Load Analysis and Connection Design Design Data Roof&Ceiling Dead Load (DLR) 18 psf Wall Dead Load (DLW) 4 psf Floor Dead Load (DLF) 10 psf Roof Span 27.5 It Truss Spacing (TOC) 16 in Wall Stud Spacing (SOC) 16 in First Story Height H1 8 It Uplift Connection Load from WFCM 2001,Table 2.2A(see note 2.) Table Span Table Load 0-psf DL 24 . = 390 PLF 36 — 544 PLF Interpolated Span/Load 27.5 = 434.9 PLF (Wup) =(Table Value @ 0psf)(CMRH}0.6(DLR)(2+(span/4))=434.9(1.25)-(0.6)(16)(2+(27.5/4))= 447.775 PLF Truss Tie Down Load and Design Pup=(Wup)(TOC) Pup= 447.775"16(1f/12in) Pup= 597 1.5"x22 ga.Steel Strap w/(15)16 ga x 1.5"leg Staples Each End each truss Or Connection to provide 597 Lbs.tension O CO G = SIONN' Nov 10,2006 Page 6 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc, MWFRS Calculation Design Homes Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 111 S.Summit St 11/10/2006 Lock haven,PA Sidewall Stud Tiedown Load and Design Top Story Top Plate to Stud Ptat=(Wup)(SOC)=447.775'16in(1f/I2in)= 597 Lbs First Floor Stud to Floor Perimeter Ptab=P1 st-0.6(WDL)H1(SOC)=597-(0.6)(4)(8)(16/12)= 571.4 Lbs 1.5"x22 ga.Steel Strap w/(15)16 ga x 1.5"leg Staples Each End Or Connection to provide 597 Lbs.tension Side Wall.First Floor Perimeter to Sill Tied own Load and Design Sidewall Uplift at Sill Wsm=(P1 sb/SOC)-0.6'(DLF)'(W7/4)=571.4(12/16)-0.6(10)(27.5/4)= 387.3 plf Anchor Bolt Strap Tie Down Load 1/2"Anchor Bolt Spacing(BOC)= 72 in.max P:y=Wsll(BOC)=387.3(72/12)= 2323.8 Lbs (2)-1.5"x18 ga.Steel Strap w/(34)15ga x1.5"leg Staples Each End Wrap under sill at each Anchor Bolt Location Or Connection to provide 2323.8 Lbs.tension Perimeter Beam Bending Check Matt=W.M(BOC)Z=387.3((72/12)^2)/8 - 1742.9 ft-lb SPF#2 Fb'=FbCoCF=875(1.6)(1.2)= 1680 psi Mber Size S-d in3 2-2x10 42.8 Map=Fti Smod=1680(42.8)/12 5992 ft4b. >1742.9ft lb OK 2-2x8 26.3 Map=Fti Smod=1680(26.3)/12 3682 ft4b >1742.9ft lb OK �OF N& f c 08268� �� fFSStO►1►N' Nov 10,2006 Page 7 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes g Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 111 S.Summit St. 11/10/2006 Lock haven,PA Ceiling Diaphragm Lateral Load Wind 1 to ridge From WFCM 2001 Table 2.5A Roof Pitch Table Span Table Load Perpendicular to Ridge 12112 24 = 273 PLF 36 - 361 PLF Interpolated Span/Load (W„µ)= 27.5 = 298.7 PLF (W_f.L)'=Wroof1(CMRH)(CWH)_(298.7)(1.25)(1)= 373.4 PLF Wind it to ridge From WFCM 2001 Table 2.5B Table Span Table Load Perpendicular to Ridge 24 = 166 PLF 36 - 213 PLF Interpolated Span/Load (W,00t„)= 27.5 = 179.7 PLF (Wr„ro)'=Wroof it(CMRH)(CWH)_(179.7)(1.25)(1)= 224.6 PLF Floor Diaphragm Lateral Load Wind I to ridge From WFCM 2001 Table 2.5A Wind load 1 ridge= 219 PLF ^_2)=Wfloor1(CMRH)(CWH)_(219)(1.25)(1)= 273.8 PLF Wind it to ridge From WFCM 2001 Table 2.58 Wind load it ridge= 149 PLF (W,,,,,,)'=Moor it(CMRH)(CWH)=(149)(1.25)(1)= 186.3 PLF OF NF�,h �P Nlaoxy O r = °FESSIA Nov 10,2006 Page 8 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 1g11 S.Summit St 1111012006 Lock haven,PA Lateral Framing Load Analysis and Connection Design For Wind (For Roof to Plate,Plate to Plate,Plate to Stud,and Plate to Floor) Truss Connection to Wall Lateral Wind Load WFCM 2001 Table 2.1 Table Hei ht Table Load 0 = 132 PLF B - 132 PLF Interpolated Max Wall Ht/Lateral Load (W,.,@ 8 = 132.0 PLF (W_,)'=Wwall(CMRH)(CWH)_(132)(1.25)(1)= 165.0 PLF Truss to Top Plate Pt—_(Wwall')(TOC)=165(16/12)= 220 Lbs Z= 95 Lbs 0.131"x3"nail(Toe Nail)Lateral Single Shear Required=Ptruss2=220/95= 3 -0.131"x3"nail(Toe Nail)Lateral Single Shear Top Plate to Plate Per Truss Sp,=Z(12/Wwall')=115(12/165)= 8 Z= 115 Lbs 0.131"x3"nail(Face Nail)Lateral Single Shear B"o.c. Plate to Stud P.t=Wwall'(SOC)=165(16/12)= 220 Z= 77 Lbs 0.131"x3"nail(End Nail)Lateral Single Shear Min.Regd.=Pst/Z=220/77= 3 -0.131"x3"nail(End Nail)Lateral Single Shear Per Stud Plate to Floor Perimeter S.,=Z(12/Wwall)=115(12/165)= 8 Z= 115 Lbs 0.131"x3"nail(Face Nail)Lateral Single Shear 8"o.c. OF Mir A O '�ssloKw Nov 10,2006 Page 9 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes 9 Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 111 S.Summit St. 1 1/1 012 0 0 6 Lock haven,PA Shearwall and Diaphragm Design First Story Endwall Sheathing Length Requirements and Design Shearwall Reaction Kw)_(LI(Wroof-L/Nend)_(56(373.4)/2) = 10455.2 Lbs Shearwall Type 16"o.c.Studs 7/16"OSB Exterior(Blocked)w/1/2"GWB Interior(Unblocked) Sheathing Nail Requirements Nail edge spacing;OSB-3"o.c.8d,or 2"o.c.2"x16ga staple,GWB-4"o.c.5d Shearwall Strength V 755 FtlF(WFCM 2001,Table 3.17D) Min Req.Shearwall Segment Length 2.29 Full Height Sheathing Provided 14.49 Min%Full Height Sheathing 53"/ Max Unrestrained Opening Height 69 Perforated Adjustment Factor(C.) 1.46 (Interpolated from WFCM 2001,Table 3.17E) Number of Shearwalls(NQ"a) 2 Min Length Segmented Shearwalls Required=Rendl/Vprov=10455.2r755= 13.8 ft min. <14.49 OK Min FH Sheath Length Preforated Shearwalls Required= Cp(Ls1) =1.46(13.B) = 20.1 ft min. NG First Story Horizontal Diaphragm Requirements and Design for Contiriutty Mate Line Through Bolt Requirements at Floor Perimeter (Based on Deep Beam Shear) Vfl_ _(3/4)(Wnoor-L')(L/2)_(3/4)(273.8)(56/2) = 6750 Lbs Z bolt= 725 Lbs/bolt 1/2"bolt quantity requirements =Vfloor2=5750 725= 8 bolts required Module to Module Strap requirements at Floor Perimeter Ends (Based on Chord Continuity) Chord Tension(Tc) _(3/4)(Wf1oor-L')(L/2)/4=(3/4)(273.8)(56/2)/4= 1437.5 Lbs (2)-1.5"x22 ga.Steel Strap w/(30)16ga x1.5"leg Staples Each End Or Connection to provide 1438 Lbs.tension OF N'se f Co r = �2N, sSlo�� Nov 10,2006 Page 10 of 14 Copyright®2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Ref WFCM 2001 PR6Ho Wallen Engineering Solutions,Inc. 111 S.Summit St. 11/10/2006 Lock haven,PA First Story Endwall Connection Analysis and Design for Shear Perimeter to Sill Fastening Lateral load = (Wroof-L)+(3/4)(Wnoor-L') _(373.4)+(3/4)(273.8)= 578.8 PLF Viateran =(Lateral Ioad)(L/2)=578.8(56/2)= 16206.4 Lbs 0.1 62"x3.5"(1 6d)nail(Toe Nail)Lateral Single Shear Z=168 Lbs Required =(Vlateral)/Z/W=16206.4/168/27.5= 3.508 per foot Spacing =12/Required=12/3.508= 3.4 inches o.c.max spacing i Sill to Foundation Analysis and Design for Shear 1/2"diameter Anchor Bolt Z= 1056 Lbs Required=V/Z=16206.4/1056= 16 Bolts OR Spacing=(W-2)/(Required-1)_(27.5-2)/(16-1)= 1.7 ft o.c.max spacing 5/8"diameter Anchor Bolt Z= 1488 Lbs Required=V/Z=16206.411488= 11 Bolts Spacing=(W 2)/(Required-1)_(27.5-2)/(11-1)= 2.5 ft o.c.max spacing Anchor Bolts begin min 4",max 12"from exterior of wall comer. OF NE�yh c G =� Q12a65 Nov 10,2006 Page 11 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Ref WFCM 2001 Wallen Engineering Solutions,Inc. PR6000 111 S.Summit SL 11/10/2006 Lock haven,PA First Story Sidewall Sheathing Length Requirements and Design Shearwall Reaction Kide,)=(W1(Wroofn%Nside)=(27.5(224.6)/2) = 3088.3 Los Shearwall Type 16"O.c.Studs 7/16"OSB Exterior(Blocked)w/1/2"GWB Interior(No Specific Fastening) Sheathing Nail Requirements Nail edge spacing;OSB-Vo.c.8d,or 4"o.c.2"x16ga staple Shearwall Strength V 336 PLF(WFCM 2001,Table 3.17D) Min Req.Shearwall Segment Length 2.29 Full Height Sheathing Provided 30.46 Min%Full Height Sheathing 54% Top Story Max Unrestrained Opening Height 81 Top Story Perforated Adjustment Factor(Cp) 1.44(Interpolated from WFCM 2001,Table 3.17E) Top Story Number of Shearwalls Mide) 2 Min Length Segmented Shearwalls Required=Rsidel/Vprov=3088.3/336= 9.2 It min. <30.46 OK Min FH Sheath Length Preforated Shearwalls Required= Cp(Lsl) =1.44(9.2) = 13.2 It min. <30.46 OK First Stoy Sidewall Connection Analysis and Design for Shear Perimeter to Sill Fastening Lateral load = (Wroof)+(3/4)(Wfloor) =(224.6)+(3/4)(186.3)= 364.3 PLF Vlateran =(Lateral load)(W/2)=364.3(27.5/2)= 5009.1 Lbs 0.162"x3.5"(16d)nail(Toe Nail)Lateral Single Shear Z=168 Lbs Required =(Vlateral)/Z/Lf1=5009.1/168/56= 0.532 per foot Spacing =12/Required=12/0.532= 22.5 inches c.c,max spacing ,S°F NF y y,�l+'�teovy�'O Nov 10,2006 Page 12 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 111 S.Summit St. 11/10/2006 Lock haven,PA Sill to Foundation Analysis and Design for Shear 1/2"diameter Anchor Bolt Z= 1056 Lbs Required=VIZ=5009.1/1056= 5 Bolts Spacing=(L-2)/(Required-1)=(56-2)/(5-1)= 6 ft o.c.max spacing OR 5/8"diameter Anchor Bolt Z= .1488 Lbs Required=V/Z=5009.1/1488= 4 Bolts Spacing=(L-2)/(Required-1)_(56-2)/(4-1)= 6 ft o.c.max spacing Anchor Bolts begin min 4",max tY from exterior of wall comer. Corner Hold Down Requirements for Uplift Due to Overtuming First Story Endwall Analysis for Uplift Due to Overturning Wn= 27.5 ft Shearwall Height(K)= 8 ft Shearwall Reaction And)= 10455.2 Lbs Uplift(U,j)=(Rend1(H1)1W1)_(10455.2(8)/27.5) = 3041.5 Lbs First Story Sidewall Analysis for Uplift Due to Overturning Lr,= 56 ft.. Shearwall Height(HI)= 8'ft Shearwall Reaction(R;;d,1)= 3088.3 Lbs Uplift(U,j)=(Rsidel(H1)/Lf1)=(3088.3(8)/56) = 441.2 Lbs OF NFL,` `�sstoN� Nov 10,2006 Page 13 of 14 Copyright 0 2006 Wallen Engineering Solutions,Inc. MWFRS Calculation Design Homes Wallen Engineering Solutions,Inc. Ref WFCM 2001 PR6000 111 S.Summit St. 11/10/2006 Lock haven,PA Dead Load(Overturning resistance)Dead load calculated per NYSDOS Corner Roof Story Sidewall Roof and Ceiling(DLR) =0.6(DLR)(4ft)V M2=0.6(18)(4ft)(0)/2= 594 Lbs Wall Dead Load(DLW) =0.6(DLW)(Ht)(4ft)=0.6(4)(8)(4ft)= 76.8 Lbs Total= 670.8 Lbs Corner First Story Endwall Wall Dead Load(DLW) =0.6(DLW)(H1)(4ft)=0.6(4)(8)(4ft)= 76.8 Lbs Corner Hold Down Design First Story Corner Hold Down Design Max Uplift from Overturning= 3041.5 Lbs Dead Load Resistance to Overturning=670.8+76.8= 747.6 Lbs Hold Down Required= 3041.5-747.6= 2293.9 Lbs Hold Down Required,Use A Simpson LSTHDI0RJ In each building comer Or Connection to Provide 2293.9 Lbs of Uplift Tension First Story Corner Stud Connection Max Uplift from Overturning= 3041.5 Lbs 0.1 62"x3.5"(1 6d)nail(Face Nail)Lateral Single Shear Z= 202 Lbs Required= Ut/Z =3041.5/202= 16 -0.162"x3.5"(16d)nail(Face Nail)Lateral_Single Shear -Spacing for(2)rows Nails= 2(12)(Ht-.375)Z/U1 = 2(12)(7.625)(202)/3041.5 = 12 in o.c. OR 1/4"diameter Lag Screw - Z= 320 Lbs Required= U12=3041.5/320= 10 -1/4"diameter Lag Screws equally spaced OF►VF /�Q' 411A N), /79 �2a81 �FfSS1011�'� Nov 10,2006 Page 14 of 14 Copyright 0 2006 Waller cnymeering Solutions,Inc. s a �d ei Ad iL aAs LML m i c K - E 9 fie _. BATH/1. DEN BATH 81 m g m g31,3 LIVING ROOM ¢ r nl'°n f s i .u. Y tiiwo }r.�p Kn M Nmu s}wvn MmuN wea�s.ail Mm1.. `'n"mu�r u�a.mu Ummu —` t"4z See MWFRS for #astenmg of avails,corner stud3 BEDROOM Yi o- k o KITCHEN/DINING RM ConeCtIOI1S,(plift f$ternng rc�i�rerrents add .. s diaphragm confinuity SS a§ffcg _.•...aFC' WL NJ.A 0 0 a UMM �e gg DIRIKEA(I OOIt1ER(IT � — Foundation note ro Foundation must be designed by=o#hers to resist laferai and longitudinal shear uQliff ariP0, ld down forcesn both frE INFORMATION REQUIRED FROM BUILDER 'z directions Masonry units are not recommended for peer LOCA71 NS OF TV JACKS AND PHU(E JACKS z type foundations <' fF Hold down location per MWFRS talcs Where pier or pile type f0, 'ations are used ftiey require a ��OF N& n :NERAL NOTES: continuous beam connC:ting the peers or piles This beam '": y'�P;�N`HONj'�,�� o R" T� W CELM KIGHT:C-01 must be of sufficient s#rength to resist all loads unposed * Z * Shear wall locations per MWFRS talcs �a �� The beam Ts designed 6y the foundatiorT designer ��N� r> :B 'S°9ac N/A ignj Wlttiin�these Ca�CUlatlOns s,� °00a not,des P-19 NSULA001 Qi BETIER TO ff NSTAKIEO N FLOOt 01-91E BY OINERS '7Q St �. CAPE FURNME S(IF FR NOSE BE EM405EO N FIX CL DL OTHERS p4091 RESPONSIBLE BASEMENTS ON-91E IST FLO OR BT OWNERS CY FOKNALF SM TA 6 NOT ESSARY P.RHEAS ARE LOCALCOD TW RFIOGAOK ` OF EYER(ZxCT CUT-OFT SNTCN AS NECESSARY PER STATE AND LOCAL CODE) J-UI 9EEEi: FUR AIE/BOLER SPE FICAAONS TO BE OETERMM BY OTHRS FOR MO MAR POROOK BTU O.52,280 HATER-HAINER ARRESTORS TO BE SUPPM a N940 Oh9TE IT OTHERS INEAE ALL OORK-409N0 VALVES ARE UTLUM NOV 10,2006 /G