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Home My WebLink About37598-Z WFW4 Town of Southold Annex 2/21/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36775 Date: 2/21/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1100 THERESA DRIVE, MATTITUCK, SCTM 473889 Sec/Block/Lot: 115.43-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/12/2007 pursuant to which Building Permit No. 37598 dated 10/26/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS. INCLUDING GARAGE UNDER AND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to DANIEL & DEBRA M. KUJAWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37598 01-28-2013 PLUMBERS CERTIFICATION DATED 12-04-2012 Daniel Kujawski Ant a Si ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 0, One $ '~4 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 37598 Date: 10/26/2012 Permission is hereby granted to: DANIEL & DEBRA M. KUJAWSKI 1100 THERESA DRIVE MATTITUCK, NY 11952 To: CONSTRUCTION OF ADD.TO A SINGLE FAMILY DWELLING WITH A GAR. UNDER & DECK AS APPLIED FOR.MAINTAIN 40 40 FOOT FRT YARD SETBACK.REPLACES EXP. B.P. # 33242 At premises located at: 1100 THERESA DRIVE SCTM # 473889 Sec/Block/Lot # 115.-13-15 Pursuant to application dated 7/12/2007 and approved by the Building Inspector. To expire on 4/26/2014. Fees: PERMIT RENEWAL $277.20 CO - ADDITION TO DWELLING $50.00 o $327.20 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. 33242 Z Date JULY 12, 2007 Permission is hereby granted to: DANIEL & DEBRA M KUJAWSKI P.O. BOX 478 MATTITUCK,NY 11952 for CONSTRUCTION OF ADD.TO A SINGLE FAMILY DWELLING WITH A GAR. UNDER & DECK AS APPLIED FOR.MAINTAIN 40 40 FOOT FRT YARD SETBACK REPLACES BP# 27476 at premises located at 1100 THERESA DR MATTITUCK County Tax Map No. 473889 Section 115 Block 0013 Lot No. 015 pursuant to application dated JULY 12, 2007 and approved by the Building Inspector to expire on JANUARY 12, 2009. Fee $ 554.40 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD 43 a 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. 27476 Z Date JULY 16, 2001 Permission is hereby granted to: DANIEL & DEBRA M KUJAWSKI //5D cc. Z, MATTITUCK,NY 11952 for CONSTRUCTION OF ADDITION TO A SINGLE FAMILY DWELLING WITH A GARAGE UNDER AND DECK AS APPLIED FOR. MAINTAIN 40 FOOT FRONT YARD SETBACK at premises located at 110 THERESA DR MATTITUCK County Tax Map No. 473889 Section 115 Block 0013 Lot No. 015 pursuant to application dated JULY 6, 2001 and approved by the Building Inspector. Fee $ 554.40 Authorized Signat e ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) y~/~ l A' Location of Property: o o ( I IGl/C ? A c House No. Street I Hamlet Owner or Owners of Property: e- 1- lrOt Ol 4 Suffolk County Tax Map No 1000, Section 5 Block Lot_ Subdivision Filed Map. Lot: Permit No. ] j 1 a O Date of Permit. Applicant:_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ Applicant Signature ~ofFQ ~ Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 ya(r0! # O~ roger. richert(a)town.southold.nv us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Debra Kimmelman Address: 1100 Theresa Dr City: Mattituck St: NY Zip: 11952 Building Permit 37598 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 25 Twist Lock Exit Fixtures TVSS Other Equipment: 1-wirlpool bath Notes: Inspector Signature: _ Date: Jan 28 2013 Electdcal Certificate.xls ~o,\\Of 30 Town Hall Annex Telephone (631)765-1802 54375 Main Road Fax (631) 765_9502 P.O. Box 1179 - G C Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. S TS I 0 ~ Owner: 6c,", l o"^^rr G ( ease print) I/ ! y Plumber: ~ V j cLh?S _ (Ple e print) I certify that the solder used in the water supply system contains less than 2/10 of 1%u lead- (PIumWrs Signature) Ll I-h Sworn to before me this day of `PLC 20 ~d Notary Public, s of f o ik County JOANNE M. DOUGHEhTY Notary Public. State of New York No. 01 D06204526 Qualified in Suffolk County Commission Expires April 20, 2013 w. ` . ~ ~ y~ ~ f ~ P~ ~``j1 ° / ' ~i '~.J,' ~ 'K~i' . A . T~ 7 i 1- Y d y 1 D-7rZZ7~ t- M-1802 BUILDING DEPT. NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY - L REMARKS: .P DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: _T i X51 .S/ -f tS ` 4z~ L/Z DATE c' O INSPECTOR ZL r 3~5 ~ g ~~-1soz BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ Plf'ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAql~ & CHIMNEY REMARKS: c' DATE INSPECTOR ho~~oF sooTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTAM CONSTRUM N [ ] FIRE RESWAK PENErnnnoN REMARKS: l ea V 164 ol-- , M I w ~J --p DATE INSPECTOR r OF 8W/T,y~ 6 ,3 f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ =ROPLOG. FOUNDATION 2ND TION [ ] FRAMING/ STRAPPING ( ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS:- v INSPECTOR DATE N a,~oF soury~ f TOWN OF SOUTHOLD BUILDING DEP4. 76S•1802 INSPECTION [ ] FOUNDATION 1 ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL )ROUGH) k.ELECTRICAL (FINAL) REMARKS: JCi tirrr Etc - D K DATE 17V) INSPECTOR 80UTy~# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /~Jo All DATE 1 13(2 -3 INSPECTOR / /41 illll' i 4 "o// x/57 C/ oo%f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: 412~ z DATE D~ d / X-3 INSPECTOR o g 80GTy~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ SFITY N FRAMING / STRAPPING FIREPLACE & CHIMNEY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (,J q DATE / 7 INSPECTOR 3 -1-57 6 ~o~~pF SON6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]FOUNDATION 2ND [ =INTION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 DATE ~ ~ r INSPECTOR 4"o"L FIELD INSPECTION REPORT DATE COMLa1ENTS ~avaa:av_--sa .a a p = asvaa=asa=aasaa a v FOUNDATION (IST) an y ~ FOUNDATION (2ND) ROUGH FRAME 6 C O PLUMBING INSULATION PER N. Y. STATE ENERGY SS CODE (i?A1 - o~ (d T t . / H V La 0(. Ilk FINAL ADDITIONAL COMlHiNTS: ~ vro Cc~dJ -M/ 6AAE l Gc% w .s TOWN„OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLA BCI.DING DEPARTMENT Do you have or need the following, before applying TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. o 27 Check Septic Form N.Y.S.D.E.C. Trustees Examined 204( Contact: Approv .200/ Mail to: Disapproved a/c Phone: Budding eotor APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ap cant or name, if a corporation)/ 1/ 07 T (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises IJ c, , e.( + 1, a ( ~a l ? L~ (as on the tax roll r 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 d 4e done: I //0~ Th~r^esa I e e M K- House Number Street hamlet CIFARKI raw ' Lot S County Tax Map N . 1 00 Section I Block 13 Subdivision Filed Map No. Lot I ame) State existing use and occupancy of Peres d ' tend pse d occupancy of proposed construction: o a. Existing use and occupancy. K , b. intended use and occupancy, io a h ti' n 3. Nature of work (check which applicable): New Building Addition.Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /)7l7r Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A :~j 7. Dimensions of existing structures, if any. Front Rear Depth j (7 Height Number of Stories Dime ions of same structure with alterations or additions: Front Rear Depth Height Number of Stories. , .2 -77 8. Dimensions of entire new construction: Front Rear-1 t Depth Height Number of Stories 9. Size of lot: Front Rear Depth rS 10. Date of Purchase Name of Former Owner Lp f YV 11. Zone or use district in which premises are situated J t 12. Does proposed construction Iviolate any zoning law, ordinance or regulation: 13. Will lot be re-graded. { Q W`i`ll, 'excess fill be removed from premises: YES NO 14. Names of Owner of premises ' idiweas ll jL=Xhone No. JV Name of Architect Address Phone No Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO K • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY 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 OFS4 FGq K 1JL} til -C k , being duly sworn, deposes and says that (s)he is the applicant ~~(~Name of individual signing con ) above named, (S)kis the U k 1 Y Ct r 7 UV (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. Sw to efore me this / day of L 20 U L_ Notaiy Public Signature o plicant Vjwwx ~ 4" tua pf SOUIyo~ Town Hall Annex # Telephone (631) 765-1802 54375 Main Road G P.O. Box 1179 roger. richertCafown%outWod.nv.us ~ • Q Southold, NY 11971-0959 ~y00Ulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ° ra. Kj +(nM C ~YY~G~I(1 *Address: l k 6D ~r W Le. S0. (Z l V'eo t GL IB F I t C.~ *Cross Street: R i'C'h ard rS-1-. ( tctk *Phone No.: -(o- Permit No.: 3 ?S R'~ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print M&+l a& - MOR FbXYl I KM It _D1 htIAG RD7)-ran (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION GrV 82-Request for Inspection Form ~o I TOWN OF SOUTHOt"ROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT n rf p Q I i m HEKrSR DRIVE //1' f a: ` f* C+C.G? FORMER ~ ER # N E ACR. j v Wt r `J` 2n ~^1 u) S~vH K U„ y„I~k/ S W TYPE OF BUILDING RES. SEAS. 1VL T/ FARM COMM. CB. MISC. Mkt. Value j z LAND IMP. TOTAL DATE REMARKS -7 fSZR[c'SKI To f I? ZALESKI or • 766 264 F3r/ooa /80J 1 49 - !°'~1,.?rtl-~k/ - Sz,0:g- 90D I/3 0~:> 5i~ o 97 9 ? 7 3- Liles -10 1~ n ve0 AGE BUILDING CONDITION 3 Cis L 1117 3 3_ , ~ y 0- V-p-,n kl - A/k_ NEW NORMAL BELOW ABOVE a C( S ' ~GI"off - O f. O tit P - n r, I ! DtcJ~' I I i CIA FARM Acre Value Per Value Acre /O/ QS _ L 1 !7LF031 ' Q rI `'U -hi) `eS`Scr* [JYS.' s~{ >a0 Tillable 1 1 zo °I(0- L I (oL4 5-- F x 5tf-4 D"Y -S -6 L.G S<,c. $ Tillable 2 p q _ / Q)ZI _ W-Vr 1 ,il(~wj)5r,, ayz) Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK o~~SUfFO(,~coG o~ y~ Town Hall, 53095 Main Road yy. Fax (631) 765-9502 P.O. Box 1179 Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD January 29, 3004 Daniel & Debra Kujawski 1100 Theresa Drive Mattituck, NY 11952 To Whom This May Concern: It has come to our attention that building permit number 27476Z, for construction of an addition to an existing single family dwelling, has expired and does not have a certificate of occupancy. As you know, occupancy of a building is unlawful, in the Town of Southold, without first obtaining a certificate of occupancy. As a result, you must immediately renew permit number 27476Z, at a cost of $554.40, and schedule an inspection. Additional certifications may also be required. If you have any questions, please feel free to call this office at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yo1T6, Authorid Signature CC: File OF SO(/Tholo Town Hall, 53095 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 A Q Telephone (631) 765-1802 Southold, New York 11971-0959 OOUNTi,Nc~ BUILDING DEPARTMENT TOWN OF SOUTHOLD May 24th, 2006 Daniel & Debra Kujawski 1100 Theresa Drive Mattituck, N.Y. 11952 Dear Mr. & Mrs. Kujawski, It has come to our attention that building permit # 27476Z, for construction of an addition to an existing single family dwelling, has expired and does not have a certificate of occupancy. As you know, Occupancy of a building is unlawful, in the Town of Southold, without first obtaining a certificate of occupancy. As a result, you must immediately renew Permit # 27476Z, at a cost of $554.40, and Schedule an inspection. Additional certifications may also be required. If you have any questions, please call us at 631-765-1802 between at the hours of 8:00a.m. and 4:00p.m. Respectfully Yours, A azie CC: File SOUTHOLD TOWN BUILDING DEPT. SOUjyolo Town Hall, 53095 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Apri l 11th, 2007 Daniel & Debra Kujawski 1100 Theresa Drive Mattituck, N.Y. 11952 RE: 110 Theresa Dr. (Addition/garage/deck) 2nd NOTICE SCTM: 115 13 15 Dear Mr. & Mrs. Kujawski, Please be advised that your Building Permit #27476 issued July 16th, 2001 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 554.40; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. `117 ¦ Complete Rom 1, 2, end S. Also complete Item 4 N Restricted Delivery Is desired. X i t utn ¦ Print your name and address on the reverse b 6 so that we can return the card to you. B. Received by (Pdnred Name) C. of DqJhq&y ¦ Attach this card to the beck of the mailpiece, ])C btu k t m tvt--1 vk.c~ or on the front If space permits. - - D. is del" addram di faent from Rem 1? Y§a 1. Article Addressed to: If YES, ceder delivery address below: O No ll C D 3. SerNCe 1S'Ps ?ln .-n-a-.. . 4_I ~J. 0 cwtmed mail ? E) pram Mall / Q~-~-~~" JJ~V ra O Registered D Realm Receipt for MachaMlm J 0 Insured Mall ? C.O.D. 4. Rmbicted Delivery? XE ba Fee) 0 Yea 2. Article Number UNITED STATES POSTAL SERVICE I I) II I First-Class osts Pernsit No. G-tDPeld • Sender: Please print your name, address, and ZIP+4 in this box TOWN OF SOUTHOLD BUILDING DEPARTMENT P.O. Box 1179 Southold, N.Y. 11971 i,,,,l,li Southold Town Building Department 54375 Main Road Permit 33242 Southold, New York 11971 Permit Date: 7/12/2007 (631) 765-1802 Expiration Date: 1/12/2009 Parcel ID: 115.43-15 BUILDING PERMIT RENEWAL LETTER Dated: 5/4/2011 Applicant: DANIEL & DEBRA KUJAWSKI Location: 1100 THERESA DR MATTITUCK, N.Y. 11952 Work Description: ADDITION/ALTERATION CONSTRUCTION OF ADD.TO A SINGLE FAMILY DWELLING WITH A GAR. UNDER & DECK AS APPLIED FOR.MAINTAIN 40 40 FOOT FRT YARD SETBACK REPLACES BP# 27476. A FEE OF $554.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: DANIEL & DEBRA M KUJAWSKI Address: 1100 TERESA DRIVE MATTITUCK, N.Y. 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. Ali work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. r THANK YOU, SOUTHOLD TOWN BUILDING DEPT. b' Southold Town Building Department 54375 Main Road Permit 33242 ~ Southold, New York 11971 Permit Date: 7/12/2007 Z (631) 765-1802 Expiration Date: 1/12/2009 ID: 115.-13-15 Parcel BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 12/13/2011 Applicant: DANIEL & DEBRA KUJAWSKI Location: 1100 THERESA DRIVE Work Description: ADDITION/ALTERATION CONSTRUCTION OF ADD.TO A SINGLE FAMILY DWELLING WITH A GAR. UNDER & DECK AS APPLIED FOR.MAINTAIN 40 40 FOOT FRT YARD SETBACK A FEE OF $277.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DANIEL & DEBRA M KUJAWSKI Address: 1100 THERESA DRIVE MATTITUCK, NY 11952 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. Southold Town Building Department may" z. P.O. Box 1179 Permit 33242 54375 Main Road ® Southold, New York 11971 Permit Date: 7/12/2007 (631) 765-1802 Expiration Date: 1/12/2009 ParcelID: 115.-13-15 Dated: 7/2/2012 Applicant: DANIEL & DEBRA M. KUJAWSKI Location: 1100 THERESA DRIVE Work Description: ADDITION/ALTERATION CONSTRUCTION OF ADD.TO A SINGLE FAMILY DWELLING WITH A GAR. UNDER & DECK AS APPLIED FOR.MAINTAIN 40 40 FOOT FRT YARD SETBACK .REPLACES EXP. B.P. # 27476 Owner: DANIEL & DEBRA M. KUJAW SKI Address: 1100 THERESA DRIVE MATTITUCK, NY 11952 Your BUILDING PERMIT #33242 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 In this letter to submit a check made out to the Town of Southold in the amount of $277.20 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, 71711 297() 000 4786 2875 Michae • eri a ilding Inspector Southold Building Department cc: Damon Rallis Zoning Inspector JOINS PANEL 0144 F~ 25 v9tis RM 85 x ZONE X I ~ i RD MAIN N ZONE X i i o r o 1 p QQ ~'i Town of Southold ~y ZONE x 360813 ZONE X N C Z N m1 3 O 9 3 9 ZONE X o 0 o v m N i O ZONE X y.; m s' z ZONE X ' AVE ZONE X SUFPOIK m O O t ~ Z ZONE AE m (EL 8) m v ZONE X_ _ ZONE m DR ~a o X S ! € LUPTON'POIM RD q' e ~ ~qo ZONIE X c s.; H O 9 MATTITUCK x * x.. AIRPORT OO~ : ZONE X BUNGALOW uthold 3 SS DENSER CERTIFIED TOt OC P. FIDELITY NATIONAL TITLE WSMANCE COMPANY OF MEW YORK Well loco Div , ?n~i7o~ in Lor 18.3.101 SCDHS Ref. No. RIO - 95 - 0097 N. 86.2470' r face ~ h ~ O.G wii 0 504 v - \ G1 47.3 ~ N c.e sr /Sly ; c t It bse a 0 S(PVEY OF (Ij os d ~e ; h v o.e' LOrO ~a 3w LOT 11 we ~ 80, 30.4 as f ' MW ES 42M AN 24 IM AU NO = - g it AT MATT/TUCK TOWNFOF SOUTHOW ev Q A FFOLK COUNTY - , N. Y. tee/ \~O-d ashecc ~ wo~v - trs - ~ - rs' ' ~V Sca /e: 1" - 30' I "y 14, 1993 186.34' Nov. 10, 1995 (foundation location) o~ - - r W. - - 5 80-17"00. Lor t W~/( /oca.~io^ un~ixaw'+ The locations of wells and cesspools shown hereon are from field observations Al 14 - 01 CERTFKATAONS ADDED 9/7/95 SE OF NP and or from data obtained from others. *q ft V ~Cr S~ OWN T. METZQ`p~ 'a' 3 st s" 6t The water s4v* and sowage A Vosal Pr~ k 4"ordwe so / r tlandara~ for srrw as me ftbWW" Y Y.S. LIC. NO. 49618 of flea~llle ~ b~ Me LAA.L. OW a~r~Dowd and qhd S, P. C. for C #No The IM&w Y0r* Side Land r c a. ra P. 0. 9 Q ELEVAnpµs MAN ROAD To AN wra"`'D SOUTHOLD, N.Y. 11971 93 - 2&F SEALED WOOD TRUSS DESIGNS for KUJAWSKI RESIDENCE Mattituck, NY prepared for: Dan Kujawski 1100 Theresa Drive Mattituck, NY 11952 prepared by NASSAU SUFFOLK LUMBER & SUPPLY CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn; Brian Mooney (631) 289-6900 FAX (631) 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE., RONKONKOMA, NY 11779-6534 PURCHASER IS ADVISED TO OBTAINAND FOLLOW TP6711B91 BRACING AND ERECTION RECOMMENDA77ONSAND TO DISTRIBUTE TPI-HIB91 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. TRUSS SHOP DRAWINGS WILL BE THE SOLE SOURCE FOR TRUSS FABRICATION, PURCHASER MUST SIGN FOR APPROVAL TO FABRICATE AS PER NASSAU SUFFOLK LUMBER TRUSS SHOP DRAWINGS. MiTek Industries Inc ST BOX 7359 ST LOUIS MO 63177-1359 MiTek® 14515 NORTH OUTER FORK CHESTERFIELD MO 63017-5746 USA FAX (314 434 5343 TELEPHONE (314) 434 1200 Re: 1-4 oc 22" DEEP TRUSSES 16" O.C. The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Nassau Suffolk Lumber Pages or sheets covered by this seal: Y1785138 thruY1785146 My license renewal date for the state of New York is DECEMBER 31, 2001. IS OF NEW a` N W. Cq O?~ e C ~ ~eS~1 I 2 ~~1O 0133030 PROF Np~ August 29,2001 Cab W. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. o fuss fuss ype ty y Y1785138 1.4 CC K100 FLOOR 2 1 (optional) S ug f e n us rtes, nc. u ug age Scale : 143.2 3x6 FP= 1 2 3 4 5 6 7 8 9 tat 12 13 14 15 16 17 la 19 20 2122 4610 TT= 9 H u 42 41 40 39 W 37 36 M 34 33 32 31 30 N 28 27 26 25 24 23 1 3x4 = 3x8 FP= 3x4 = 2510.8 2510-8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) ma - n/a MII20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 23 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Well = 480 Weight: 118 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud OTHERS 4 X 2 SPF Stud REACTIONS Bb/size) 44=35/25-10-8, 33=2/25-10-8, 23=5/25-10-8, 43=99/25-10.8, 42=98/25-10.8, 41 =98/25-10-8, 40=98125-10-8, 39=98/25-10-8, 38=98/25-10-8, 37=98/25-10-8, 36=98/25-10-8, 35=98/25-10-8, 34=97/25-10-8, 32=97/25-10-8, 31 =98/25-10-8, 30=98/25-10-8 , 29=98/25-10-8, 28=98/25-10-8, 27=98/25-10.8, 26=9712 5-10-8, 25=102/25-10-8, 24=67/25-10-8 FORCES (lb) - First Load Case Only TOP CHORD 44.45=-32, 1-45=.32, 23-46=0, 22-46=0, 1-2=-2, 2-3=-2, 3-4=-2. 4-5=-2, 5-6=-2, 6.7=.2, 7-8=-2, 8-9=-2, 9-10=-2, 10-11 =-2, 11-12=-2, 12-13=-2, 13-14=-2, 14-15=-2, 15-16=.2, 16-17=-2, 17-18=-2, 18-19=-2, 19-20=-2, 20-21 =-2, 21-22=-2 BOT CHORD 43-44=2, 42-43=2, 41-42=2, 40-41 =2, 39-40=2, 38-39=2, 37-38=2, 36-37=2, 35-36=2, 34-35=2, 33-34=2, 32-33=2, 31-32=2, 30-31=2. 29-30=2, 28-29=2, 27-28=2, 26-27=2, 25-26=2, 24-25=2, 23-24=2 WEBS 2-43=.89, 3-42=-89, 4-41 =-89, 5-40=-89, 6-39=-89, 7-38=-89, 8-37=-89, 9-36=-89, 11-35=-89, 12-34=-89, 13-32=-89, 14-31 =-89, 15-30=-89, 16-29=-89, 17.28=.89, 18-27=-89, 19-26=-88, 20-25=-93, 21-24=-65 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) All plates are 1.5x3 M1120 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 44, 33, 23, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26, 25, and 24. 7) This truss has been designed with ANSVTPI 1-1995 criteria. OF Nf yp 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be Sf,SE NEW attached to walls at their outer ends or restrained by other means. 6 N W. :.per A LOAD CASE(S) Standard ~ stn W OS3030 ~~+V ~OFf3S10 August 29,2001 AWARMNO. va,-W design parameters and REM NOTES ONTWS AND REVERSE SM REFORM EW. Design vald bn une only with Maek connectors. IN, design 4 based only upon ponameteo shown, and le for an individual building componanl to be ~ hdaled and kidded vertically. Applicability of dedgn pa,ometea and pope, Irwapa,atan Of component le 1e1pona0sly of Wildho designer - rat truss designer. Broolna shown Y for 13191,31 suPPad of individual web membns only. Addsbnal temporary, bacing to kaule stablity aurlrp condwOlan Is the iespandb9ly of the a eatee. Additional permanent bracing of the ovegl shuature t the ,espomWty of the building designer. Fol general oulcJones regending lcblleatlan, auaey conbol storage, delivery, election and b,acing, conwit Ost-BB Quality standard. 051-99 sme" lip«maatlon arc Mls-9t M k® Iandllna tmtalllrg and Bracing Becammenciatan evolable ham bun Rate Institute, M D'Onohb D.M. Madkon. WI 53719. V1785139 =40CK'1~01 =FL05ORYPO 22" DEEP TRUSSES I b- . 13 1 (o tionag s ug r e n ustnes, nc. u mug 23 09:44:51 2001 Page I Scale = 143,9 1.5x3 11 1.5X3 11 3x4 = 1.5X3 l l 1.5x3 = 4x4 = 4x4 = 3.5 = 3x4 = 3x4 = 3x5 FP= 3x4 = 3x5 = 4x4 = 4x4 = 1.5x3 = 1 2 3 4 5 6 7 89 10 11 12 13 14 31 0 29 28 27 26 25 24 232 21 20 19 18 17 16 15 3x6 = 44 = 40 = 1.513 It 3x4 = 3x8 M1118H FP = 3x4 = 3x4 = 1.5X3 11 4x4 = 4.4 = 3x6 = 3x4 = 15.3 11 3x4 = tt-9-0 12-1" 25168 2510.8 ate ffsets TT 7F M-6 -1- e , 1: - e LOADING (psf) SPACING 1-4-0 CSI DEFL in (IOC) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC 0.31 Vert(LL) -0.37 21 >835 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.51 20-21 >605 MI116H 195(168 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TU 0.10 15 n/a BCDL 5.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 29=937/0-3-8, 15=937/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 29-30=-25, 1-30=-25, 15-31 =-25, 14-31 =-25, 1-2=-1, 2-3=-1286, 3-4=-2246, 4-5=-2965, 5-6=-3374, 6.7=-3519, 7-8=-3519, 8-9=-3519, 9-10=-3377, 10-11 =-2965, 11-12=-2246, 12-13=-1286, 13-14=-1 SOT CHORD 28-29=729, 27-28=1830, 26-27=2672, 25-26=2672, 24-25=3232, 23-24=3519, 22-23=3519, 21-22=3519, 20-21 =3503, 19-20=3234, 18-19=2672, 17-18=2672, 16-17=1830, 15-16=729 WEBS 13-15=-1161, 2-29=-1161, 13-16=944, 2.28=944, 12-16=.920, 3-28=-920, 12-17=705, 3-27=705, 11-17=-700, 11-18=5, 4-27=-699, 4-26=3, 11-19=480, 4-25=482, 10-19=-456, 5-25=-452, 10-20=242, 5-24=240, 9-20=-214, 6-24=-237, 9-21 =25, 6-23=26, 7.21 =-23 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M1120 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 29. 5) This truss has been designed with ANSI/TPI 1-1995 c(iteria. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard *S6 OF Nfk. Yo r ~a~Q~EN W. • ~7b I W j 063030 V= ~0Ak3Sj0tkI11% August 29,2001 A WARR11Y0. Voi tf design pn..maters arid REM NOTRS DS TWS1 AND REVRR92 SIDR RRPORR S/RE. ~ Design void for use only wlh Mlfek conneators. Thk design k based only upon Parameters shown, and Y fa an IWlIoual buWlp component to W hstaled and boded vedbaN• APpteebltty at dedon parameters and props hcapwctkm of component is r"Porebley of buldkp designer - not Iron 1 designer. Bracing drown t far btmal wpport of IWNIduct web members only. Additional temporary brocbg to Insure dabaly during construction k IM respansboly of the elector. Additional permonent bracklg of Ilse OVem/ muclure k the responsibility of the buldkp designer. For general guidance feWfdkp bbileatkM, quality conhoL ddage, deMry, erection end brackp, consul OWN ouallly Standard. DSI-89 Sfaaing Speekkallan, omit RIS-91 Welk ® Kandlkrg Iwtalbg and liming lecammendatbn av0Wble tram True Plate Imilrrte, M D'Onoab D,", Madbon. W1 63719. o russ ruse ype ty y 22- DEEP TRU5~1,~ lb U.C. 1-4 OC K1 52 FLOOR 1 2 Y1785140 o t onail Te eD e n usttles, nc. ue ug age 1 /&o1 174 1&4 ATTACH 2-PLY FLOOR TRUSS WITH USP Scale: 318"=1' FTC CLIPS SPACED 24' O.C. ALONG THE TOP CHORD AND 48" O.C. ALONG THE BOTTOM CHORD. 3x6 II 3x6 II 34 II 1.5x3 =10x12 MI118H= 46 II 7x8 = 4411 3x6 11 46 II 7x8 = 4x6 II 10x12 MII18H=1.5x3 = 1 2 3 4 5 6 7 8 9 W 11 12 21 22 d IT d 19 18 17 16 15 14 7x8 = 7x14 = 6x8 II 46 11 4x6 11 6x8 II 7x14 = 7x8 = F 34-12 &11-12 9.44 14-114 1&3-0 18-&0 late Zffw-t-s(X. e, - 1 e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Udefl PLATES GRIP TCLL 40.0 Plats Increase 1.00 TC 0.94 Vert(LL) -0.30 17 >718 MI120 197!144 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.45 17 >485 Mfl8H 141/138 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 13 n/a BCDL 5.0 Code BOCAIANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight: 372 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purfins, except and verticals. (PI BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud 'Except- 3.19 4 X 4 SYP No.2, 3-19 4 X 4 SYP No.2 10-14 4 X 4 SYP No.2, 10-14 4 X 4 SYP No.2 6-17 4 X 4 SYP No.2, 7-16 4 X 4 SYP No.2 11.14 4 X 2 SYP No.2, 2-19 4 X 2 SYP No.2 2.19 4 X 2 SYP No.2, 11-14 4 X 2 SYP No.2 REACTIONS (lb/size) 20=8145/0-3-8, 13=8148/0-3-8 FORCES IA) - First Load Case Only TOP CHORD 20-21 =-360, 1-21 =-360, 13-22=-372, 12-22=-372, 1-2=-14, 2-3=-13980, 3-4=-13992, 4-5=-20473, 5-6=-2 3050, 6-7=-23050, 7-8=-23050, 8-9=-20329, 9-10=-1 3714, 10-11=-13706, 11-12=-15 BOT CHORD 19-20-6606, 18-19=18324, 17-18=22527, 16-17=23050, 15-16=22444, 14-15=18121, 13-14=6584 WEBS 3-19=-1529, 10-14=-1479, 9-14=-6390,4.19=-6274,9-15=3490, 4-18=3398, 8-15=-3413, 5-18=-3314,8-16=916, 5-17=791, 6-17=.601, 7-16=-659, 11-13=-10164, 11-14=9402, 2-20=-10185, 2-19=9569 NOTES 1) This truss has been checked far unbalanced loading conditions. 2) All plats are M1120 plates unless otherwise indicated. - 3) This truss has been designed with ANSVTPI 1.1995 criteria. _ 4) N/A 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or, and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. OF Nf the building designer, W. down at 3-4-12, and 225.0Ib down at 6 y,~*S N k' y0,~ 71 1Special 4-11-4 o o trp schord. connection(s) cnection(s) concentrated is delegated s to 2 Des Design for unspecified s on ~QaE ~e ~ LOAD CASE(S) Standard C 71 X 1) Floor: Lumber Increase= 1.00, Plate Increase= 1.00 Uniform Loads (Plf) llh~_ Vert 13-20=-10.0, 1-12=-876.2 , Concentrated Loads (lb) 2. Vert: 3=-225.0 10=-225,0 FQ 063030 ~OFESSIOSP' August 29,2001 Q WAR=G - Vt W deelpn parameftno a d PMD NOTES ON TSB MD MVZRSS SIDE 96MM IM Design veld for re only with Mittel, connectors the dedgn is bated only upon parameter shown and Y fa on krdNlduai baldMq component to De Installed and loaded vMlaaM• Applcablty of deYgn pacomete , and proper Incorporation of component Y respensbery of aural d loner - not hua dedpnw. IAacng Yawn h for lateral supped of kWNkfual web member only. Addlic.1 temporary brocliq to !mum dabely du" condmctbn Y the iespondlely at tM erector. Adaftlo" permanent brochq of the oval structure h the responsibility of 1M buldla designer. Fax gerwal guidance regarding fabrication. 400ey gonhot Yorage. tlelvery, erection and daalq, camue QST-86 Dually Standard. DSI-I9 Ime" SoecMOatlon, and HIS-91 M iTek® NandNq Yxeo" and I=W4 Necommendatlon avalable from Tim Plate In.1 e, $ea D'Onoeb or". Moduan. WI 53719. o russ russ ype ty y Y1785141 1.4 OC - K103 FLOOR 2 1 (optional) s ep e n us rtes, nc. ue ug 2B 03:10:22 2001 age 0-M oa-a 1-30 1.5x3 11 44 = 15x3 11 1 2 3 3x4= 4 Scale=1'12.3 9 10 1.5x3 _ 15x3 = 60 7 6 5 1.5x3 11 1.5x3 II 4x6 = 34 = 1-1-8 1-7-8 }3-0 _ r }}p 7sets e , - - e LSPACING 1-4-0 Csl DEFL in (loc) I/deft rMi.120 ES GRIP TPlates Increase 1.00 TC 0.06 Vert(LL) -0.00 6 >999 197/144 TLumber Increase 1.00 BC 0.04 Vert(TL) -0.00 6 >999 BRep Stress Incr YES WB 0.03 HOR(TL) 0.00 5 n/a BCode BOCA/ANS195 (Matrix) 1st LC LL Min 1/deft = 480 ht: 24 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3.3-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 8=10 610-3-8, 5=106/Mechanical FORCES ON - First Load Case Only TOP CHORD 8-9=-20, 1.9=-20, 5-10=-42, 4-10=-42, 1-2=-1, 2.3=-49, 3-4=-2 BOT CHORD 7-8=49,6-7=49,5-6=49 WEBS 3.5=-74, 2-8=-101, 2-7=25, 3-6=-10 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Refer to girder(s) for truss to truss connections. 3) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jtls) 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(SI Standard I I ~rsE of Hew io 'D ~QaF,N W. A, ~O a6303~ ~~V ~~Ff3SlONll~' August 29,2001 A WARMM - V ab &,Ign paraneittere and REM 11107Z8 ON TMN AND AC ZR SWE BZPORC Use. ~ Design vow br lye only wen Mgek connector. ink design Is based only upon parometers lawn, and k fa an HCINdual bugdkp component b be kuloled and boded vertbally. APplaabRly of desgn mforneten and p,VM yaapaWbn a component k sespV e1Wy of balding deYgner - not bun deslgnw. vaobp shown k 1a bleat support a 1ndNbual web member only. Additional temporary gracing to Insure aabgly durYa cendnuclbn k tM respon"y of me eneota. Additional penmanMt bracing of the overall structure It the resperubOY of the bulding dedgnei. for general guldwwo legplding fabri albn, qua=y VM110. Ilaage, ""ry. «acibn and tracing, oonsuk GIR-e3 Crudely Standard, OSS-80 gracing Speallaa lV% and Rli-et M iTek® No,alU, MdaNing and Sroeing Mcommendalbn o.lbbb from irur Isble Iraftle. 393 D'Onobb Drive. Madkw%WI 33719. I o Truss russ ype Qty y 22 DEEP TRU551zS 16 U.U. Y1785142 1-4 OC K104 FLOOR 2 1 (o tional) UMhK, , NY 117bJ s ep I e n us les, nc. ue ug age o-~o o-so 1,3.14 1.5x3 04 = 1.50 11 1 2 3 3x4 = 4 Scale = 112.3 9 10 1.50 - 1.5x3= 0 0 8 46 = 7 6 1.5X3 II 1.50 II 3x6 = 1-0.8 1-SB 32-e 32-0 Plate Offsets -1- e , -1- e LOADING (Psf) SPACING 1-4-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) -0.00 6 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) .0.00 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hou(TL) 0.00 5 nla BCDL 5.0 Code SOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight 241b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-2-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 8=103/Mechanical, 5=103/0-3-8 FORCES 0b) - First Load Case Only TOP CHORD 8-9=-16, 1-9=-16, 5-10=-42, 4-10=-42, 1-2=-1, 2-3=-46, 3-4=-2 BOT CHORD 7-8=46, 6-7=46, 5-6=46 WEBS 3-5=-70, 2-8=-10212-7=28, 3-6=-12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Refer to girder(s) for truss to truss connections. 3) Four RT7 LISP connectors recommended to connect truss to bearing walls due to uplift at jt(s) S. 4) This truss has been designed with ANSVTPI 1-1995 criteria. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard *,~tz OF New yo h~Qa~N W. AB ~p ~ W "83030 ~OFf9SlotlIP- August 29,2001 0 WARMISO -Ve W dostan paravWfins and READ NOT63 ONTZIS AND REVERSE SME BEFORE I=. Das19n vald fat aw only wan Mllak conrwct01L Thk dedgn Y bard only upon paramelen rl own, and k 101 an hdMdtwl balding canpo wnt to be InstoW and kwded vedlcaN. Applicability of deign paramatsra and paper In aporatbn of component Is lelpondbllry, of buldirp deslgnw - not Run desl9nw. Bracing shown h IV latest suppod of IndMduat web member only. Additional temporary kxmh9 to Insuw stability during con14mctbn If the responFlbalY of the erector. Additional permonent Wooing of tM ovewl structuw Y the r"ponWaly of the buldkV d«lgrwr. For gerwrcl guidance rs9ordhg lobdootbn, quality oontrck 1401090, deMry, erectbn and bracing, camas OST-Be CuaalY Nandard, DSS-69 Bracing Specalaatlen, act NIB-91 M k® Hand" In14oling and Bwalna BeealnmerWellon ovokabM from Trm Plate Insmut0. 593 D'Onoab Di". MadtFon. W 153719. o Truss russ ype Dry y Y1785143 1-4 OC K105 FLOOR 2 1 a(optional) s ep e n ustrles, nc. ue Aug age t-O8 45-a I-M 1.50 11 3x4 = 1.50 11 1 2 3 3%4 - 4 Scale = 112.3 9 10 1.50 - 1.50 = d 11 7 6 12 5 1.53 II 1.50 II 3x6 = Special 3x6 = 1-}0 141-8 36-8 35-8 Plate Offsets el. -1- e LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 VeftdLL) -0.00 5-6 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 file BCDL 5.0 Code BOCAJANS195 (Matrix) 1st LC LL Min I/dell = 480 Weight: 25 It, LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-6-8 oc purlins, except end verticals. SOT CHORD 4 X 2 SYP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 8=223/0-3-8, 5=210/Mechanical FORCES (lb) - First Load Case Only TOP CHORD 8-9=-30, 1-9=-30, 5-10=-42, 4-10=-42, 1-2=-1, 2-3=-124, 3-4=-2 SOT CHORD 8-11=124, 7-11=124, 6-7=124, 6-12=124, 5-12=124 WEBS 3-5=-190, 2-8=-210, 2-7=96, 3-6=81 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Refer to girder(s) for truss to truss connections. 3) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at it(s) 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 2.71b down at 0-1-8, and 98.31b down at 1-0-4, and 98.31b down at 2-4-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (Pit) Vert: 5-8=.6.7, 1-4=-66.7 Concentrated Loads (Ib) Vert: 8=-2.7 11 =-98.3 12=-98.3 V. OF New yO 5~. STA W. @C q~ tiFl W 053030 ~OFESSION~'~ August 29,2001 QwARDmw - ver(fg deslyn parYnheterr said PEW NOTES OR TWS AND AEVERAE SIDE BEFORE EWX Design veld for use only with Mires wnnxtas. This design is boreal only upon paromsten shown, anal Y fa an kghlduol building component to be „slosed and loaded vertlwlY. AppleabislY of design pawmelea and proper loorpogtbn of component k IespomERly of bulding designer -not truss tlesigner. iii,," dawn is ton latmat support of Individual web members only. Additional temporary braolg to luuw stability during coMnrctbn k tM responslbMy of IM sreclor. Addlbnal permanent bracing of the overall slucture b lu respomErly of the Wla g designer. For general guidance ,Wnikg fabrloetbn, quaxy conbol, slaoge, dsleny. erection, and a sci g. consul g5T44 ovally Rendand. 051.99 Iraeing dpeelk otk n, and 1113-91 M iTek® Kcr dllrg krtaMrlg and lroeisg leeammexWalbn ovobble hem Tries, Rate lssiltule.99a D'Onohb OINe. Madison. WI 5.3719. U, Truss russ ype ty y Y1785144 1-4 CC K106 FLOOR 1 1 (optional) s ep e n ustrles, nc. ue Aug age 1.5x3 11 1.5x3 11 1.50 11 1.50 11 1 2 3 4 Scale = 112.3 9 10 1.50 - 1.5x3 = 0 0 3x4 = 1.5x3 II 1.5x3 11 3x4 = 330 330 LOADING (psi) SPACING 1-40 CSI DEFL in (loc) 1/tlefI PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a - nla M11120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 5 n!a BCDL 5.0 Code BOLA/ANSI95 (Matrix) 1st LC LL Min I/deft = 480 Weight 22 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-3-0 ac puffins, except end verticals. SOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.2 OTHERS 4 X 2 SPF Stud REACTIONS (Ib/size) 8=3413-3-0, 5=713-3-0, 7=103/3-3-0, 6=67/3-3-0 FORCES (lb) - First Load Case Only TOP CHORD 8-9=-31, 1.9=-31, 5-10=-2, 4-10=-2, 1-2=-3, 2-3=-3, 3-4=-3 BOTCHORD 7-8=3,6-7=3.5-6=3 WEBS 2-7=-92, 3-6=-66 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 8, 5, 7, and 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard *SE OF Nfk, yo 14 W, Vpy t^A r~ w L 063030 ~~v\ ~0 sslOtkl' August 29,2001 AWARAMVO -Vmft dedyn parameters and REM MOTES ON TIRES AND REVZRW NME BEr'0RE USE. s Desgn valid for use a* with Mgek aanneelav Thk design k Iwled only upon pawmeten drown, and k for an hdivauol louldkp aompanenl lo be katalec and Welod vertical. Applicability of detlpn pofametea and proper Incorporation of component k responsbgry of bulding deslgnw - not Imn deslonw. [lacing dawn k for lateral wppod of Individual web memloen only. Additional Temporary bwcing to butt stability dudrp construction k the lefpomDmy of tn. erecla. Additional pefmonenl broclw of ins overall lhuclute k the m porubllly of the buWkrp designer. For general guldonce faaaidh9 fabroatlen, quality conlld, storage, calvary. mecllpn and bracing, consul OfT-IN Quality Standard, 036-89 lfacing apecNlealbn, and RIB-91 ® Hand" Inf &VamI=10111-ammtwWalan0-110bM from True, Pole Intlule, 683 D'Onoka Dilva. Madhen, WI Sala. M iTek =4_(-C' russ ype Y1785145 FLOOR 1 1 to donaq s ug e n us ties, nd. M6 ug age Scale= 1'.19.6 1.5x3 II 15X3 II 1.50 II 1.5x3 = 1.5x3 II 15.3 II 1.5x3 II 1.5x3 II 1.541 II 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 e 9 10 1 n 3x4 = 1.50 11 1.5X3 11 - 1.50 II 1.54 11 1.5x3 It 1.5x3 II 1.5x3 11 3x4 = 1.5x3 I) 1130 11-}0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a BCLL 0.0 Rep Stress Incr NO WB 0.02 HorzfTU 0.00 11 n/a BCDL 5.0 Code SOCA/ANS195 (Matrix) 1st LC LL Min I/deft = 480 Weight: 56 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. SOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.2 OTHERS 4 X 2 SPF Stud REACTIONS (lb/size) 20=35/11-3-0, 11 =8/11-3-0, 19=98/11-3-0, 18=98/11-3-0, 17=98/11-3-0, 16=98/11-3-0, 15=98/113-0, 14=97/11-3-0, 13=102111-3-0, 12=67/11-3-0 FORCES (lb) - First Load Case Only TOP CHORD 20-21 =-32, 1-21 =-32, 11-22=-3, 10-22=-3, 1-2=-3, 2-3=-3, 3-4=-3, 4-5=-3, 5-6=-3, 6-7=-3, 7-8=-3, 8-9=-3, 9-10=-3 SOT CHORD 19-20=3, 18-19=3, 17-18=3, 16-17=3, 15-16=3, 14-15=3, 13-14=3, 12-13=3, 1112=3 WEBS 2-19=-88, 3-18=-89, 4-17=-89, 5-16=-89, 6-15=-89, 7-14=-88, 8-13=-93, 9-12=-65 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, and 12. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard of New k' LT4 W. 1 0 A l~. w 2 063030 ~0FE9SIONl~" August 29,2001 AWARNING - V,-W deaden yararra.a.. and FReD NOTES OISTWM AND ASVSRS6 sma BZFORB um- benign valid far yw ody with Mirek conrwclon. This design Is bawd onty upon perametea shown, and Is for an InOMdual buUlrlp component to be Indale t and boded vertically. Appkabfty of design poramNSls and proper Incopaatbn of component Y rwponsbwy of binding destpner - not but designer. bracing thrown Is for lateral wppod of kxllvdual web members only. Additional tempoary, bracing to Insure stability during construction is tM wsponalbaty of The ereata. Additional permanent brad of the overal sbueture k the s*spon"y of the building designer. For geneal guidance regoding bbllcation, qua ly conkol. storage. delivery, erection and braeksg, comut GST-N Quality Standard. 051-69 baakV speetleatlon, and HIS-91 M k® H,n," Main and lifelong leaammenddlan available ft. True Plate kaltute, 383 D'Onabb calve. Madison, W133719. Job russ russ Type ty y . V1785146 1-4 (1C KIDS FLOOR 1 1 (o tional) . s ug l e n ustnes, nc. u ug age 15.3 II 11.5x3 II 215x3 II 3 41.5x3 II Scale= 1:10.6 9 10 1.50 _ 1.50 = I I 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3-2-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a - n/a M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WE 0.02 Horz(TL) 0.00 5 nla BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min Well = 480 Weight: 22 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-2-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.2 OTHERS 4 X 2 SPF Stud REACTIONS (lb/size) 8=3413-2-0,5=4/3-2-0,7=10213-2-0,6=6513-2-0 FORCES It) - First Load Case Only TOP CHORD 8-9=-31, 1-9=-31, 5-10=2, 4-10=2, 1-2=-3, 2-3=.3, 3-4=.3 BOT CHORD 7-8=3, 6-7=3, 5-6=3 WEBS 2.7=-92, 3-6=-64 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 8, 5, 7, and 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 71 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard SE OF NEW y0 W ~el 9~ l_ ^0 ~x 063030 OFE3SIOSIll August 29,2001 AWARMXO- YerW deignparanrte and READ NOTES ONTR11111 AND RZVERBE BWE BE"RE USE. fativai DedQn VOW for use Onb wbh Mdek 09nmrotor> TNII design IS earl Onty upon parameter, algwn, and If tar an ""dual buldlrq component to be NstOled and boded vertically. Applicability OI design parametea and proper tnempmatlon of con,ponenl IS reaf9onablEy Of build" desil - not bum dMigner. S1c4h9 Mown 4 In, lateral Support Of kWNI0001 web member, Only. Additional temporary tracing to Insure dobWy duMg condruction k iM rMpOmbil of IM ereclm. AdOtlbnal pelfrlanent breckrg Of IM Overal druewfe If IM I"POMbby Of IM buldkW dellOner. For general Quldance regardlg tabrlootbn, Qually canted, image, delivery. erection and braaklg, cmaua CST." Dually Standard, 011.09 tracing tpeettlecreon, and HIS-91 M k® landlbg earreWig and Iraekaa heammerWalbn avalabN Iron, Pia, Plate Inataute, 513 O'Onokb Nlve, I,bdlal WI 53719. Job Truss Truss Type Illy Pry 316OF G1 FLOOR 2 1 84-RIVERHEAD1316OF P885133 P.D J. COMPONENTS 3.300 s Sep 201995 MiTek Industries, Inc. Wed Oct 1808:01.17 1995 Page 1 2-5-4 f ' &6-11-8-6 11-5-8 1-6-8 34 F.P. 3x6 F.P. 3x6 8x12 3.6 6x8 3x6 5x10 3x6 5x5 5x5 3x6 6x8 3x6 6x12 3x8 2 3 4 5 8 7 8 9 10 11 12 13 14 15 d1 1x3 1x3 11 R 23 22 21 20 19 SOSMIUF.P. 18 17 .d 5x6 6x12 6x8 5.6 $x6 5.5 6x8 6x12 516 3x10 M16 F. P. 11-}B I 3640 11-68 18-6-8 Plate Offsets (Left,Top): X9:0-3-8,0-3-01, [18:0-3-8,0-3-0], [19:0-1-8,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) 0.78 18/19 456 M20(20ga) 258216 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) 1.07 18/19 331 M16(16ga) 2181155 BCLL 0.0 Rep Stress Incr NO WB 0.84 Hopz(TL) 0.15 16 n/a BCDL 5.0 Code TPI (Matrix) Min Length / LL deft = 360 Weight: 273 (IDs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Sheathed or 4-8-8 on center pudin spacing, BOT CHORD 4 X 2 SYP No.1 except end verticals. WEBS 4 X 2 SYP No.3'Except' BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. 23-3 4 X 2 SYP No.2NC, 14-17 4 X 2 SYP No 2ND REACTIONS (lbs/size) 16=1839/0-5-8, 1=1970/05-8 FORCES TOP CHORD 1-2=-94, 2-3=0, 34=-5387, 4-5=-5387, 5-6=-8544, 6-7=-8544, 7-8=-9690, 8-9=-9690, 9-10=-9616, 10-11=-8162, 11-12=-8162, 12-13=-4970, 13-14=-4970, 14-15=0, 15-16=-100 BOTCHORD 16-17=2710, 17-18=6770, 18-19=9097, 19-20=9616, 20-21=9612, 21-22=9612, 22-23=7373, 1-23=2851 WEBS 1-3=-3401,3-23=2980,4-23=-246,5-23=-2354,5-22=1570,6-22=-176,7-22=-1358,7-21=18,7-20=105,8-20=-144,9-20=105,9-19=-283,10-19=614,10-18=-1107, 11-18=-240,12-18=1647,12-17=-2131,13.17=-236,14-17=2675,14-16=-3208 NOTES 1) Recommend 2x6 strongbacks, on edge, spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Special hanger required to support concentrated loads. 3) CAUTION, Do not erect truss backwards. 4) All plates are M20 plates unless otherwise indicated. LOAD CASE(S) 1) Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Ibs per it) Vert:2-3=-100.0, 3-4=-100.0, 4-5=-100.0, 5-6=-100.0, 6-7=-100.0, 7-8=-100.0, 8-9=-100 0, 9-10=-100.0 1E£uQF0 , Nf{y 11-12=-100.0, 12-13=-100.0, 13-14=-100.0, 14-1S=-100.0, 16-17=40.0, 17-18=-10.0, 18-19=-10.0, s+ - - 0. 21-22=-10.0, 22-23=-10.0, 1-23=-10.0 ~E C Concentrated Loads (Ibs) Vert 7=-550.0 Y~ r- - W 1p 2 ~_a V r CT 181995 ispinews 0 WARMG - Veft design paranrebxe and READ XOrRR OR rE18 AM REVERRR ME RRPORE I=. Design vald br use only with MasB connectors. this def ni k bawd only upon po ini drown, and Is to on Individual bulding component to be oppo ed and boded vertically. Applicability of detlgn Parameters and proper Incorporation of comixopent a nnpondbely of building designer - not burps deslonep. Bracing fhown Is for lateral support of Individual web members only. AddBbnal temporary bracing to Insure stability during condiuctbn b the respondbllly of the owelor. Additional permanent wocep of the overall structure Is the reworeblity of the building dedg i Fop general guicance legaidino fpbrieatlan, qualify contio4 storage, delivery, erection and brccFp, consul GSF-N Quality Standard, DNB-89 Spacing Specification, and NIB-91 MiTek® Handling Repassed arW BmW4 ReeemmrHWatbn available horn Run Plate Imilule, S83 D'Onolpb DpMe, Madison. WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 4 . F securely seat. J2 J3 J4 owner and all other interested parties.. C2 TOP CHORDS L' 2. Cut members to bear tightly against each other, VfEBS J5 o _ 0 3. Place plates on each face of truss at each * z K ; ¢ joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o at joint locations. plates /B" from outside edge of a x truss and vertical web. a i 4. Unless otherwise noted, locate chard splices O at I/4 panel length(! 6" from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 is J7 J6 lumber shall not exceed 19% at time of fabrication. connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. To slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11. Bottom chords require lateral bracing at 10 V//~/ continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at - 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. EE~m ® 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. ® M iTek® 15. Care should be exercised in handling, r„ erection and installation of trusses. PANEL ® IM Mitek Hollings, Inc. FORM019,019 ou,o-tigt ® CLIP NYOI7rD,AJR J Truss 3o16OF F2 Truss FLOORype 84 RI /ERHEAD/316OF P685132 FUJI . COMPONENTS 3.300 s Sep 20 1995 Miiek Industries, Inc. Wed Oct 18 09.01'.11 -1995 Page 1 I-__ 2 5-d~ q. 3x6 F P. 5x5 3.6 3x4 1x3 3x4 3x4 1x3 3x6 1x3 1 2 3x4 3 4 5 6 7 8 9 3x4 1x3 f 1/2" gap maz 15 14 13 12 11 4.8 3.6 1x3 1x3 3x6 10 3x6 34 F.P. Cf 1o 1&&C 0.34 12 Plate Offsets (Left,Top). [5:0.2-8,0.1.81,[6:0-1-8.0-1-81,[11,0-2-8,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.49 Vert(LL) 0.18 13114 999 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Verl 0.25 13/14 865 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TQ 0.00 10 n/a BCDL 5.0 Code TPI (Matrix) Min Length / LL deft = 360 Weight: 112 (lbs) LUMBER BRACING TOP CHORD 4 X 2 SYP No 2ND TOP CHORD Sheathed or 5-11-11 on center purlin spacing, SOT CHORD 4 X 2 SYP No 2ND except end verticals. WEBS 4 X 2 SYP No .3 BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. REACTIONS (lbs/size) 1=97910-3-0r10=1001/0-5-8 FORCES TOP CHORD 1-2=-1310, 2-3=-1310, 3-4=-2627, 4-5=-2627, 5-6=-2631, 6-7=-2160, 7-8=-2160, 8-9=0, 9-10=-100 BOTCHORD 10-11=1287, 11-12=2631, 12-13=2631, 13-14=2631, 14-15=2130 WEBS 1-15=1567,2-15=-280,3-15=-995,3-14=602,4-14=-276,5-14=-5,5-13=-66,6-12=77,6-11=-566,7.11=-239,8-11=1057,8-10=-1559 NOTES 1) Recommend 2x6 strongbacks, on edge, spaced at 10 feet on center and fastened to each truss with 3.1Od nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard SPt~ OF NPW y i time ~T/\ ~~l "Y I y Le " 1A EP 'A4 ~G3C30 0b/' GCT 181995 A WARMNG - VerW design pa amete.w and Ril BOMB On Tn1B AM nsVERBS BD)s Barons ull aiona_® Dei vaAd for un only win Mask aonne9la,. lhl, design It banal only upon Parameter, shown, and b lot an Intlh4fual building component to be ~ IrxsdII&d and boded wdlcaty. Applicability of tls,lan parameter and proper 4wapaatbn of component Is rempomilis of building deg aesg. Blaeing pawn Y for ii ,uppod of hasold tai web member, on . Additional tsmpolary Dla to b,me Y Y tlIna finer - not less he le,exialbFlty of the eleola. Atltl9bnal permanent br of 1Ne ovuat o uchne, Is the t of in dorm . For gendmotbn h the a eu»mbt of the building roogrwr For catkn l Will guidance, g bbdeatbn, Quality eanhd, Naaae, tlsNwry, eaectlon and Plaelna, luconsult QST-1116 te. 8e3 D'O'On ronb Do". QuaMy . Madam,W Ymeing SpeeMkatbrl, and nd XB-91 regoldlW Handling MiTek® Nantlllna baalllnp and efa9lrrp 9epammendalbn a vatobM fto,rn Irom Dun Plats hatdNe.Matlbon, WI WI 63]19. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly *Center on joint unless dimensions indicate otherwise. Damage or Personal Injury dimensions Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 'All 4 securelyseat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 a JS other. o NfEBS a 3. Place plates on each face of truss at each a"'~*For rt joint and embed fully. Avoid knots and wane 4 x 2 orientation, locate a ; O at joint locations. plates /e" from outside edge of a x truss and vertical web. a 4. Unless otherwise noted, locate chord splices O at 114 panel length(+ 6" from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J11 J8 J7 J6 lumber shall not exceed 19% at time of fabrication. connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. • For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4X4 perpendicular to slots. Second In all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purliru LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at _ 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. ® MiTek® 15. Care should be exercised in handling, erection and installation of trusses. PANEL m 1993 MiTek Holdings, Inc. FORM019.019 oaKa-nwe. ® CUP HYMMAIR M e w 17 Ali ii t, CS Tkxr~c~. 'Is CL till li as DDI X 13 ar''i J 4A GDn`h ~ ~ ch V\ n zip-o„ t VEva ~t T=, rI . NEW YORK $TATE ENERGY CONSERVATIONtONSTRUCTION CODE GLASSAREA 989 p 14.61Q . GROSS,WALL AREA " 1272 FLOOR FRAMING`. FLOOR CAVITY INTERNAL AIR FILM ..72 INTERNAL AIR FILM .72 .1x6 FLOORING' .94 1w8 FLOORING 194 1/2" PLYWOOD as 1/2" PLYWOOD 186 FLOORTRUSSES - 14.38 INSULATION 19100 ' BASEMENT AIR FILM, .61, BASEMENT AIR FILM' .61 TOTAL R.",17.31 TOTAL R: 21.93 Ue 1.93 17.31 1 + 21,93 WALL FRAMING WALL CAVITY EXTERIOR AIR FILM .17 EXTERIOR AIR FILM .17 VINYL SIDING/W/BACKER .27 "VINYL SIDING/W/BACKER .27 1/2" COX .60 1/2" COX .66 5-1/2" SOFTWOOD 6.85 INSULATION 19.00 ' pt5 FELT .08 #!a FELT' .06 1/2"GYPSUM .46 1/2'I GYPSUM .48. INTERNAL AIR FILM ,68 INTERNAL AIR FILM .68 TOTAL R' 9,17 TOTAL R 21.29 [El Uu -07 +~U-=.061 - 9.17 21 29 ROOF CAVITY ROOF FRAMING EXTERIOR AIR FILM'. .17 EXTERIOR AIR FILM .17 ' ASPHALT SHINGLES .27. ASPHALT SHINGLES .27 5/8" COX .66 5/8" COX .86 - #15 FELT .06 #15 FELT .06 R,30 INSULATION 30.00' 1T-1/2"SOFTW000 14,38 1/2" GYPSUM' ,46 1 /2" GYPSUM .45 INTERNAL AIR FILM .68 INTERNAL AIR FILM .68 T- TOTAL R 32,29 TOTAL R 16.66 'D- IEEE U" •07 + ,93 -0.033' _ 13,66 32,29 HFATING DEGREE DAYS 6000 GLAZING AREA 13.5% - SUMMARY OF TOTAL THERMAL' RATING e f ro average If the total thermal rating ls.zero aryreater the proposed design for the bullding envelope, gr frank' - complies with'the'energy':code. AREA 'U-VALUE THERMAL RATING. " C 'of,house fecing attest A., ROOF .720 ,033 BB - Front Elevation c ! B. NET WALLS 1110.051 114, ~ (C~4 C. GLAZING 189 ,36 -.40 _ n D. FLOORS 1 540 .046 0 k~ Left `,Elevet.i,on- TOTAL THERMAL RATING 183 ~G I r PROVIDE % HR. FIRE PLUME PLUMBER CERTIFICATION T"r° R°af RATED SEPARATION TO ON LEA! ON LEAD CONTENT BEFORE a.wle9 not . Extcea&I gveoe tnrawgn PART. 717.3 (f) (1) OF CERT/f/C. CERTIFICATE OF OC qPA. NCV 1-f N.Y. STATE BUILDING CODE. `ud' z" SOLDf_ SOLDER USED WATER SUPPLY SYL TEM ANN J„ L?YCEEC EXCEED 2110 of 1~iht& 7 j' -,I If copper tubi g is used f S. uppb pl ; ~r I for water di tributing system; pipi g shall be i of types K r L only ~j Op~ znati°°r 4 " UNDERWRITERS CERTIFICATE MINJ~I /AD- 0 , z^ a, z'.. REQUI ED J IV i UNLAWFUL T.new wtl~te II°e° 4" C.4 T° °xintltlp i Jam..' UT CERTIFICATE tht° H°tl°C Tr HEATING .40.9 UPANCY Plumbing Riser Diagram n° K°I° APPLIA CES1B°AS OF 0__ rA to 1 REQUIR D BY PART. Aa 717.3 e) (4) OF N.Y. STATE ILDING CODE. PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS Residential House REQUIRED-BY PART. 714 OF Addition ' N.Y. STATE BUILDING CODE. Kujawski Residence . TheresaDrive Miattituck NY I li D rowing Titles Elevations Plumbing Schematic Energy Code Compliance revisions C; 3 ~ 0 construction l eeV ,JFi~ Fi" permit DATE B ,R q - IF- 11 FEE': T11111. 11 bidding ~ - NOTIFY BUILDING DEPARTMEN AT Q'. preliminary 765-1802 9 AM TO 4, PM FOR THE FOLLOWING INSPECTIONS: do riot ScalQ this print. use. - 1 FOUNDATION'- TWO REQUIRED figured dimensions only, , FOR POURW, PN q, - 2. ROUGH - I°A1u1'INCf & PCUme_ ING 3. INSULATION Sheet number . !1 - RighTt~'EJeuatian Rear Elevation 4. FINAL - CONSTRUCTION MUST ' - BE COMPLETE FOR C.Q. file number; dk629012 ALL CONSTRUCTION SHALL MEET PROVIDE SMOKE-DETECTING IKE-DETE¢TING THE REQUIREMENTS OF THE N.Y. drawn fly: yrJ DEVICES STATE CONSTRUCTION4 ENERGY AHTi~ 1RT.T21:L CODES. NOT RESPONSIBLE FOR FRAMING UNTIL,SURVEY THERMAL SHOCK PREVENTING AS TO PART. T21:1 DESIGN OR CONSTRUCTION ERRORS' .r PLUMBING DING CODE. ALPWM61NO WASTE OF FOUNDATION LOCATION DEVICES AS TO PART. 902.6(K) N.Y.S BUILDING CODE. . HAS BEEN APPROVED:' H.Y. STATE BUILDING CODE., UNDERWRITERS CERTIFICATE &WASER LINESNEED . ' REQUIRED 'TESTING BEFORE CWERIN13 . Roof Ridge V..t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---T________________'' roof Mdge wrt 12/72 pikh 2x12 roof ridge 'I 2x12 roof Mg. I. ' ,ad r I I General, Notes I 1' IoMinq ~ ~ ~ I - . I I MIyco Root ' I 30 year a t It# ul, 5e" I - 1hln9110"hng, 2x12 mM All world to...for- to Stab, county and locel codes, Notify owner If the building does not comply before I I. - 1 , 2 I ! Pof tebaotl-l1e" hba o...c. of making any Cfiongee, I' I All -10001001 work 1, to comply with all CCM. and on underwriter I. double iron ?---3' 7" . N . 2- 3/e" inspectlen and mrtillcets must be obtained after cemolStlon, { I. I Shnboekem. I - bold wch I collar 0., Contractor .hall v.rify all dimensions ontl conaldomp at the alts I I,. aMlrovelfinw and stotnwn •v , i 1 I of pdro Waroa' - I I loch wrN I i - 200oallartljrwte"o.a.. and sholl_be ro0pon01ble for Proper joining of his WOrk to the work of the other trade.. 1 o I New 22 deep TrunM„" j V 3 1 with ,6 $II I I ENetlnp,l0'w 6' t I I shsbthac oak 16 00 x.ll I I GYrape'66o, to l L-' dl I I 26'8-1/2°- 26' 6-1/2" - I i HurricaM clip each collar 9e 3 - 2.10 hander - Although three plain one droll to ¢ple, no dimenelam shall be _ socled. If there are any questicho on dl,crepanoles, Cameo the - Wmawdto new I I ~ I l I location in 4" - I _ R-301n.Watlan Owner. i0 I ell I, l foundation New ' 1 I She rpok to be fastened WithwMM l2"..C..long eted- beams [n o.l I I i andraRnw. Sn , eet 1, bra 111le unit noted: 5/D Pe "x` - 1 I _nll I r7-1/2"steel doubkr"a confiled ]city coumn I x adj eby used 0e In going. Cel typ 11111 aNlln d q- 11 If there on living r Mo. areas adjacent b cOCIOM pbovs them. e'6x" S.R. to be used m, pavo an - - - - O - - - - - ~l I - with to. Nang. an I' I a I I ] 3'x3'kt' Pa,red I 1 ~ - i w fuma0es,b Oreb $heetn.k In ln all b throome.,sorer,Cori" F I' I HII I' .ehcrote POd Conn them an high humidity Co"itl ons to W mo nit, o tan4 ' ' -Cement spend to 60 used Mhlndell tubs', shelter units who. m Maro 1. Cie. pig" goal - 11 l Mb Ifromnin: 4" - Verify Loc ation in Field O _ O I foundation u.L dpprayed smoke dateotorshall be either photoelectric or O IohIz tkm type ontl 9"11 be direetly o"neated to a Ilghting aIrcult - I - O ~~'I ~ "I wllYbr- - I 'I ro' a7 I I,basimsnt 'I I I I d. With no lnterwning wall s.R.h. CO dalnot., to be installed to Cod.. ' ~'P' I I Wladows - Garage Area I - 1 I APPrcv-d INNTO.ne COPY must be Initialled when nqulnd by UM I I Facia/Roke1-tx0 covered' '2_3/4",plywood box.nJ New TJ 265p0eorJell , with No :auto 1.0n N.WTJ1206P }ioofJkkl lB"a.e. - or loco) building Cade.. Minimum cllp each stud to roof rafter _ of Cathedral Calling and ad.h stud tp'top plots of flat calling, - aluminum, vinyl I 1 L E 4" Wall abnonote slat, w/616 Win mnlf 1 I v.nUd soffib " . mardoon. all, an ]xl 8?emilam with Insulation Notes' Numleene clip on TJI's teco-d to it or - l Hod .aah)aletto 3-1/201-7/8 - double topplote P.rollom beldWTJI'e Ali Wall- to have R-191011" faced flbargraes Insulation, - EXISTING FOUNDAMON I I Typld.l Wall Data]; h Joint to I I HedzarMl vinyl vlnYl daubiW to plate oach ontl' All calling or rook that an to be Iroulotnd, to be R-30 M. I.q, I...1. " I , r ' - Maw Rx4 I ! 1 kdinq,e/d"qn.n oath fit tl' I 1 txmrd,backing, Fired fbor to have k-Ig flbergla-e Imulati.n. I' $ framed wall to I I I ~h,i?2., ri I -.uppod new , n I ( New U" deep Truosew floortmnes 1 I plywood whakhinp, 6 - I I zxe kud(R-W' - Foundation Notes I Sri ' I I ' Inlulatbn Sell bearing o.paelty used for foundation design has been rind l l I I presumed to be 4000 P4.F. Fooll2a.holl mat an undisturbed volt. I 'I secure Notfy Engineer p1.r b piaeln9 footing s. foal Mew New assumptions Can be wrlfled. I I US plat. 3'2" world breaking Feelings ors to be D° X 111" Wide paused Complete, Unless otherwise I i I ° Pouf.tl oxgived to gratis - ootings,. fbundo6on I I win th npana to - o to npt-d. Walla to be P thlok x D'D'I in height unless otherwise noted of . I 'tlsPm $am9~sic~botlom of -exiklW I ' t 2-34 1 L plywood o . I 2xeac c 1N plate I All slabns to haw Dxtrelre mesh, All slob. 4" thick minimum. 1/2" x D" gnats bolls to tot placed awry D' p.., ontl within 1' ' m I ' footings Stl° with . p i ualet& slilold I I ~ i/2" 0'. x'p" 9'lchor bbib I , N.w ZZ" tlneP Trurel to match.xiainq 3-7/2" x wzikingfloor tmxn~ Of Crary Comer - minimum. I Now lncallon - of Ekl- Ganoge Door rbbar I _ _ - I-- I- =d- 9-191mulotion --y- I - Provide 2-;g5 ban COmInuou, In all foolla9Y and 1-/5 bar in walls, I' from the top.. FoundationWalt - i ! e/e".heatrock-telling parallom pwl All ntalning Walls to hove In addition to above 4 place- of #5 _I $50 a"footings (2 header whery - - - ` _ continuom/horhakal wItlno mbar horizontal and be C.dne.ledto It's footing with d5 robe, 6" thick opron - pitc1 B' 0" - d Exist 6tS nbof - gag.door woa. conc3-1. /2" Riled ed placed vertloolly eery I' O.C. " lally column All Concrete shall have a minimum compressive ptnength of 2500 throughout); Q" x i 8'e" fol odkian wall Build 2.4 ..part wait far ea RS,I. after20 dew unless otherwise ssmlfl". " (top to be lam. a.w floor tro..e. m All concnt-footing to be mIni,.m 3' below final grad. ing Foundation - eLvaBon e• - rgittlna)(1', - and/or freer line, cpnllnu0uw/horizontal "Key." must C. Cut In all footl.ge. tor, 1' from i . "top thmughout) I Foundation Plan 2600 P1.f. r4minimunl-' Framing Notes `1"wncrote aob W(exe Wlrc mnh 3'x3'xt' poured Structural lumMr - Ref! ere.,Jobrivi rth1 hoodere etude concrete potl shall be oe Fir(2)2, (northern) u graede , letter better. All headers n sh shall be 10 unless athenwbe noted, Double all W ' Typical Cross Section through New Addition bathe a. suPq walls 2slle abaro and supporting all rooms above taco ballroom,. s, wItChess. droUleti.ss ar"rse that will Ca1w floor trim. Pam fl.. p "cats" In all exterior xalle Whero the Calling - height nxta'atl, D', , - s P err - 18 0"~ i;: _ Windows and Doors, 34 f"- 3 3r- 3' 2„ 74' 7„ -tf- 3, 3" 3, O,~l-_t tT 4' 5" -,t All glazing Ohall be TYp-"E" " - 4' TO Pnwnt 09alnst Watord.ma9., all window and door mugh opening an 2', 01 t---~-- 14 ' S"-T~-?-t t----,10'8 --#-616-1/2,6'6_1/2".___t to be Wrapped on bottom antl To.. with plagfl. membrane, than a Tyvek' or aqulwlent membreat will be plobad across the rough 'opsrInp en "x" Mail wIll be Cat diagonalll Imit.",the WindoW of door then plepwd'lnlo the New Now Now was I And. 014 And.014 Existing Md. ag23 Existing 3066 woad pas! rough Opening. A p eea'of 100 wide Ice and Snow or equltdNlMt moteri.I' should be placed abovethe W1ndoW ar door, 0verthe hailing flange. - r` 21-6/0"sf'Or1/2" 2 6/6'%4'0-1/2"„ ,2'i0-i/Px3'0-1/2" ENSdeY Oaor solid block - tolounda0en M0. C14 MQ. C14 Md. C14 2'-e 8'x40-1 2' 2`=E 8' 40-1 2" 21-e a x4'0-1 2' Im and Snow or equivalent malarial a I/ 2,laywn should be plamd on XZZZZ Hall II the.111 below the dean bsfon troy arR Installed at o minlhul, " To, guard even further agolnet water pmetrgtlan it TO .commended that 1. I load Coaled Copper pang be Installed beneath all Window. and door,, I ' +a ~ ~ :`'I Exlsllpp aabinap/CwMertoP 3 _ , to pnvnnt against woleh damage, oil window and door rough Openings' iv must as caulked With a 1111cdnO be," Caulking. in -up W " 1 to romoln. c6 3 t j h II lD ALL. _ I E 'mac' o 4 \ I ' u :j glali m oo Negro coed Aaorjoisti $ N y , I 11-7/6'fJ1265P I I I o e/ B'• Ixall.ibNke; X i Fa xa, double floor loty _ 1e"aa Not. Now Mild wood T r 1 allow wall obovd 6''. la ' P^k muwt by n poMtl ' n b. ale wtt'h J- / type n v k ' i\ ' N}w wnontl }laorjoteta ~s' Cone elledlalyaaWnmwNtiny on " x'y " 11 7/e'TJ126 SP a1~ Sx J'xSxl'de4p PPUrM , aiv °i 1tl o.c. w .q`ooncrwb Patl -.wllE . .u o Fo - oYr ' near t-1bnw.nary at 7 II " 6`~ ! .'oorrvn ll ttlPd - - r .4 Y • Now Dining Area ~ (a c 'Mdgbntw ~ ' calUMn Ntlbwaty,bdfowiloor ,Iva New 0401jor tt 1 If " ' " r~'Y I M' eallln9 he1gM m°x 1 \6 1 Pe. ~ " rxr r „•M New well R nca EWeenq Interior Wpq l 3086 oPeDbp IV 2" 3"e^--~ y ootl pat I~ y is ~A I ` 1 Itl O 6 oeulboleeor1aiW - _ _ _ _ .cNawnmomvaeidJ . l 'I M ) Rema Remainder of existing structure is iv 1 M 3 wll gbovb Unah( r1 unchanged by new proposed zse"e,'` II Wthda. - - EYIdIld IOtulor Walt COnSt $ ro a7 ~6c .i . wan and - NO construction o ip o II ofr'N 1 8 of 1819 Iler ITN' 1 It O p '"t nWw oXkedor yd t7 N a all _ 1 p is 11 o:Ju Residential Mouse > N s New ncantl floor lol New nPaM poor lalm - - w Addition m ' i1-7/e"TJI 26 SP 11-77/e~TJI26 SSo u., Y NaW Master Bedrolom ' ~ ~ r II - - e~ aI. u c 1e"ao• .g w t q'0" aeillnq MI9M ma 11 Kujdwski Residence ~ ob , osar~ Theresa Drive 'NewLivingArea X11s j~Ip a, N 8'J-1[1n II g ~ I Wall II c Mattituck NY' II 4 4a h _ - ^ - J_doubl. naar atwb - - . ~g.,, Drawing Titles below wolf above 1 ~ ' e'a"yell M1dght~ laaa°Ilartln I II- , III Foundation Plan, p New First Floor y$ t: 1F"' New solid I' New Second,, Floor Cross Section woodip-it 111141 ZZ/ I 1 M . C%W14 Me. ItW14 Mnp. CKW14',.' 1 - Iidw,Mq:AW14 NW And. P404D NwwAntl. CWN ra,'Ara. Cel4 A.A. la D O &,Md.CW14 to top of kbelow ExlatInq JDee . 11/2 M4'0,_M1f2~ _ _ _ - - - - _ I ? revisions 2'4-7/e"jU'D-1J214'e_1/1°x4'0-1/2"2'4-7/,V%VOr5/2" 2'4-7/0'XV0,1/2"ND-1~2"rA'G_i/2" 214-7/0"%6'0-1/2" /6Ypdbtion' Ut.dar Door 12'9-1/2" - E 4'5"- -4'511-4, J Q construction Q' 2-1/2a~~ ~ - - 43 0 ? 'permit 19' 5-1 /2" t'~ 4' 0" New Second Floor Plan 807.square'feet newliving area ,g area do not scale this print. use figured dimensions only. New First Floor Addition ExbtinpWall or I Cbcngedn Noted - _ 1,0" sheet number Y , ' ' f540 square feet new living area _ _ Scale 1/41' /4° = ro^ file number 6629011 drawn by:.y rd