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HomeMy WebLinkAbout37598-Z OfFG11r Town of Southold Annex 2/21/2014 �o y P.O.Box 1179 . 54375 Main Road o • Southold,New York 11971 moo¢ 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 Aut e Si ure g�FFai,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 TOWN CLERKS 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#: 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 To $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 3 �„ 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 & a' 2-' 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: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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: I� (check one) y�/� Location of Property: CO(7 1 ► \fir eSGt V 1 � eh +qck House No. Street Hamlet Owner or Owners of Property: I�C4 (),I e—[ 4— fc L l 1 C',V0,0314 Suffolk County Tax Map No 1000, Section L I s Block Lot �S Subdivision Filed Map. Lot: Permit No.'_�) -7 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature S�FFQI,� Town Hall Annex 0� ��29 Telephone(631) 765-1802 54375 Main Road CD :� Fax(631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 'y?91 a0� roger.richert()-town.southold.ny.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 X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition x Survey 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 FixtureH Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 25 Twist Lock Exit Fixtures TVSS Other Equipment: 1-Wirlpool bath Notes: Inspector Signature: Date: Jan 28 2013 Electrical Certificate.xls sot,ro Town Hall Annex Telephone(63.1).765-1$02 54375 Main Road Fax(651)765-9502 P.O.Box 1179 Southold,New York 1 197 1-0959 COu ,� BUILDING 13EPARTMENT -- TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. J -7-� -/ p r Owner: r.,n, G ( ease print) Plumber: I a"✓S (Ple e.print) I certify that the solder used in the water supply system contains less.than 2/10 of I%. lead. (Plum rs Signature) -.'.. Sworn to before me this day.of C 20 Notary Public, s v io Ik County JOANNE M. DOUGHEhTY Notary Public, State of New York No. 01 D06204526 Qualified in Suffolk County Commission Expires April 20, 2013 D-7��t- `3 T65-1802 BUILDING DEFT. NSPECTION lt,,jZFOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I ] FiiAL1111NG [ ] FINAL [ ] FIREPLACE & CHIMNEY REMAR 5• A Ad DATE V INSPECTOR - 7ss.iso2 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: A4 ��� DATE C � O INSPECTOR �� 7_2' 765-1802 BUILDING DEFT. INSPECTION_. [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND ( INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA94 & CHIMNEY _ G REMARKSe .✓` DATE INSPECTOR SOUr9 cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KIFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. ��� ` 111,a4 a � a ^c� !� 0 T< O t DATE INSPECTOR SPECTOR Jill) -ollt �� of SO�lyo�o COUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUE) [ ] ELECTRICAL (FINAL) REMARKS:- DATE v INSPECTOR i SOpr�,o - --- _ TOWN OF SOUTHOLD BUILDING DEP . 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: DATE Z '/ INSPECTOR ` - OF SOcou Gryolo � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ 1�"ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:— A C -f� f 11/0 o,;;Io ez-- 2 DATE -3 INSPECTOR —ho-� pF SOpr�,o �OUHiY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . ' [ ] FOUNDATION 1 ST [ ] ROUGFI 'PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINAL. = [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: ` _ J 0 4 DATE ®� �� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I U N [ ] FRAMING /STRAPPING [• A [ ] FIREPLACE & CHIMNEY [ ] FI TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: q ; DATE l 7 INSPECTOR L � - --- - - - ------ 3 Epp 30UT9 hod o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION" [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /r INSPECTOR 1 1 1 ' 11 1 1 1 1 g,W7, � 1 .1: f_ SO IMAM Vs, ON c _ f -� 1DITIONAL COIOENTS:. r / y J f r/_ �i= TOWN„OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST RbI'LDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL �� Board of Health SOUTHOLD,NY 11971 sets of Building Plans TEL: 7654802 - Survey PERAUT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 0Y Contact: Approve 20 CY Mail to: Disapproved a/c Phone: r Building pector APPLICATION FOR BUILDING PERAHT 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 necessaryinspections. (Signature of appflcant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber.or builder Name of owner of premises LJ U + -- ✓ck,. 42a,W 4 (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. Locati /of land on which proposed work V1�e done: I House Number Street Hamlet County Tax M p No. 1 00 Section Block 13 Subdivision Filed Map No. (Name) 1 ' 72. State existing use and occupancy of pr 'Wes at d ' tended�serd occupancy of proposed construction: a. Existing use and occupancy �- b. .Intended use and occupancy 4, C-�- ka, 3. Nature of work(check which applicable):New Building ° Addition Alteration Repair Removal Demolition Other Work 1 (Description) 4. Estimated Cost 10 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial.or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Z Rear Depth j Height Number of Stories Dime n ions of same structure with alterations or additions: Front_ .� Rear Depth Height Number of Stories. 8. Dimensions of entire new construction: Front Rear Dept Height Number of Stories a 9. Size of lot: Front Rear Depth .5 .-S�.,r✓ a / 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: 13. Will lot be re-graded �I 0 Will excess fill be removed from premises: YES NO 14.Names of Owner of premises C ` ' �G i� 'drPss = T �Jhone No. 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 • 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 OFSLO' ul 04 01 -e being duly sworn;deposes and says that(s)he is the applicant (Name of individual signing con ct)above named, (S)9is the 0"A �a (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. Sworli to,before me this day of V I 20 Uj 3�— Notar/yPublic Signature o pplicant oOZ'slftu9BJ Wide VuoAMONP A3N .3 pF SOUI�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N v�vcc(631) 765-g95022 P.O.Box 1179 G Q roger.richertiOwn.southold.ny.us Southold,NY 11971-0959 �Q • �O _ �yZDUNTI 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: J)`' [D Jr0- _ J,� f� pn M t. *Address: d7(@ i1eL *Cross Street: *Phone No.: Uzi 1 o 2-q Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) PA O `rv` (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 n 0" Vv- 82-Request for Inspection Form I YVI ho-6-, r TOWN OF SOUTHO ROPERTY RECORD CARD OWNER STREET 1 -�� VILLAGE DIST. SUB. LOT r ` HE K t S! K►✓c �`'; `dig /ff�r-' e.CJ / fJ c; �`:-; r FORMER W ER N E ACR. An V, S W TYPE OF BUILDING ,Ivi !�n IC . I eSk1 tf RES ��� SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 2a"-C" � `2- � � � ��� ��.�.,.�__�`� �'` "? �` ,� /• S•2�,L�S 6�� i� � 1?. ,Z ra L t S�s�'W 7 rev o� Pg-'` boo /boa3 A iy6i i9L 96 9 LQ� �o �3 00 5!0 0 ry AGE BUILDING CONDITION 2)Q q!�--. L I I rl 333p 34.3_ 4g 4 nv NEW NORMAL BELOW ABOVE a @ - Co k) t Coe I I► �� . FARM Acre Value Per Value Acre /V jD R S- L► (-7 47 031 - e.ra si 4v kesse.r v-r!5 6 Tillable 1 ! ZO 'No ! f�Ll S- -QSSt�+' `UYS ��7 �-aS scr- Tillable 2 p 10 - 1 r Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD ' ? House Plot DEPTH BULKHEAD Total DOCK o��gOFFO�,�coG Cot Town Hall,53095 Main Road 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 Yours, ,o AuthoriAd Signature CC: File pF SOUryol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Telephone(631)765-1802 Southold,New York 11971-0959 olyCOU 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 'z Si ature CC: File SOUTHOLD TOWN BUILDING DEPT. pF SOUTyolo Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 '0 COUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD April 11th, 2007 Daniel &Debra Kujawski 1100 Theresa Drive Mattituck,N.Y. 11952 RE: 110 Theresa Dr. (Addition/garage/deck) 2"d 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. E 'Will • • .u• . . , ■ Complete items 1,2,and.3.Also complete A igna re Item 4 if Restricted Delivery Is desired, I II IIM Ager ■ Print your name and address on the reverse X �� VI I V ddressee so that we can return the card to you. B. Received by(Printed Name) C. Dat of belly ry ■ Attach this card to the back of the mailpiece, N-6rm �t �Yti CV�� or on the front If space permits. D. Is delivery address different from Item 14 Yes 1. Article Addr�ssed'to: 3��'1a If YES,enter delivery address below: ❑No c� �-t-�- 3. Service Type ❑Certified Mail ❑Express Mail /�ra ❑Registered ❑Return Receipt for Merchandise J ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Exha Fee) ❑Yes 2. Article Number (rransferfrom'servlce labeo` Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540' UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 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 h i-di s:IItitiil::ll?i4.1l1l1.Jh It?it Ill hill III A Llii ULil CFO( Southold Town Building Department ��'• Permit#: 33242 54375 Main Road Southold,New York 11971 b.; Permit Date: 7/12/2007 (631)765-1802 1 V Expiration Date: 1/12/2009 Parcel ID: 115:13-15 BUILDING PERMIT RENEWAL LETTER Dated: 5/4/2011 Applicant: DANIEL&DEBRA KUJAWSKI Location: 1100 THERESA DR MATTITUCK,N.Y. 11952 Vul 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. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. n` 0 owo THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Sty Southold Town Building Department ��4� VGy 54375 Main Road Permit#: 33242 co Southold,New York 11971 Permit Date: 7/12/2007 o � � (631) 765-1802 y�!►pl Expiration Date: 1/12/2009 Parcel ID: 115:13-15 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 12/13/2011 Applicant: DANIEL & DEBRA KUJAW5KI Location: 1100 THERE5A DRIVE Work.Description: ADDITION/ALTERATION CON5TRUCTION OF ADD.TO A SINGLE FAMILY DWELLING WITH A GAR. UNDER & DECK A5 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 KUJAW5KI Address: 1100 THERE5A 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. T Southold Town Building Department o�psUFF°t�'coG 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 Parcel ID: 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. KUJAWSKI 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 fo this letter to submit a check made out to the Town of Southold in the amount of$277.20 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, -- - - - - 7011 2970 0000 4786 2875 Michael eri ie Pilding Inspector Southold Building Department cc: Damon Rallis Zoning Inspector 1 JOINS PANEL 0144 F 25 3 .yys RM 85 x ZONE X 1 l' z ZONE X r C 1 O-A j Q 7-0 r Town of Southold Nz 360813 ZONE X ZONE X fi ZONE X v i� LA cn m f ZONE X3 ,a g rn ZONE X Zyx r .� ,tm�' .� .� —E `a x� ZONE X a' \ g�F y ZONE AE �.� " 'e� �17E„ � i s ; T D „� z z :✓ �.. r (EL 8) r k z N ZONE X ZONEk fr LUpTON';POIt R 'BH3D�. '. 3 t J11 € " 'rs' a* sy Z' .•:. �+� ,s' k� �- _:�r,�.� �,.s..� �x-.,\ �5`. �G`�` € `� K. y �i try �...sr ;r �S"I r�. /51 99 ��3�z, � -�� � -���� a � e �" �' '-a hs�.xk O� � 73 � � � .R��'L' �•s� �S x�€- �r s �.:�"'� �� ,a,�-: 9 MATTITUCK "` : tom„ �; '� Y ;� �, .y z a ✓�'„ S"s v� _ oeg ' AIRPORT p � � a a i at ZONE X F } • � B el ��� r z a A P � ,sy,F$ F r �� r$ r ..�-..6'� '.g��,�. y s�, �,�;„;a�^'' UNGALOWa utholdi . - RM � ffaa CE�CER S s 5T fry Wi- w.Lv1S.::`.,.t..........,L`,�:;...:.���:�.,�,Nr..�.�:zt_xrAf�`` M���,...,.. z.,... .a;.w.� W,�, In CER TIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK O� P well Iota-7�/Un vnxnow/' LOT 12 183.10' 1 SCDHS Ref. No. RIO - 95 - 0097 N. 86-24'20' E � �Cnc E to G _ _ 0 ;x 30.4 - --4-7.3 . r — - - O O i 62 i sr. q o SURVEY OF a� o�c, hse. t wood a �9 W ��- 3a 4 �tePs �• '� � LOT 11 0.8 LOT 11 : `S' h "DEEP HOLE CREEK ES TA TES" � 3 30• — _3 _ _ _ 3 0 3 FILED JAN.. 28,1965 FILE NO. 4256 0 - o d, �n� wo// o A T MA T TI TUCK TO WN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 41 yQmo �o - 0 ti shrd - O o i lV 1000 - 115 �13 - 15 PC Sca le: 1 = 30 o w July 14, 1993 N h t�, 34' zz b.z Nov. 10, 1995 (foundation location) P/P G 186• JUNE 2, 1997(Final) 0,3 .1n d- rn -- S. 80�j7'p0, W. LOT 10 {VC�/ �OCLLY/O� vn;Fnow.� The locations of wells and cesspools `_e% shown hereon are from field observations AREA = 20021 S¢f#. �P► �� CERTIFICATIONS ADDED 917195 �P_EOF N41 and or from data obtained from others. ^� S -T The water supply and sewage disposal systems for this residence will conform Prepared in accordance with,the minimum Y.S. L IC. NO. 49618 to the standards of. The Suffolk County standards for 1111e surveys as established Department of Health Services. by the L.I..A.L.S. and approved and adopted C 4w RS, P.C. for such use by The New York State Land 15 C.P Title Assoclai/on. P. O. 9 O MAIN ROAD ELEVATIONS ARE REFERENCED SOUTHOLD N.Y. 11971 TO AN ASSUMED DATUM. 93 - 234 SEALED WOOD TRUSS DESIGNS for KLJJAWSKI 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 TPI-HIB91 BRACING AND ERECTION RECOMMENDATIONS AND 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 FABRICATEAS PER NASSAU SUFFOLK LUMBER TRUSS SHOP DRAWINGS. MiTek Industries Inc - PO BOX 7359 ST LOUIS MO 63177-1359 MiTek145 15 NORTH OUTER FORTY CHESTERFIELD MO 63017-5746 USA FAX(314)434 5343 TELEPHONE(314)434 1200 Re: 1-4 o c 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 thr-uY1785146 My license renewal date for the state of New York is DECEMBER31,2001. f .. IS pf New r 2 0. 3 AR0 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. j j , Job russTr-us s ype ty yO.C. Y1785138 1-4 OC K100 FLOOR 2 1 (optional) s Aug ZZ ZU01 M,Tpkn ustnes, Inc. Fhu Aug age Scale=1:43.2 3x6 FP= 1 2 3 4 5 6 7 8 9 1011 .12 13 14 15 16 17 18 19 20 2122 5 46 a 0 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 ,25 2423 3X4= _ 3x6 FP= 3x4= 2-10-8 25-10-8 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 n/a M1120 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 23 n/a BCDL 5.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 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(lb/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=98/25-10-8, 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=98125-10-8,30=98/25-10-8 29=9 812 5-1 0-8,28=98/25-10-8, 27=9 812 5-1 0-8, 26=97/25-10-8, 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=72, 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 1)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, 31,3Q, 29,28,27, 26;25, and 24. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 0� ryF� 8) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be *C y attached to walls at their outer ends or restrained by other means. 1. to W. LOAD CASE(S) Standard . w Z �� 063030 V\ 0 ss)oNl`' August 29,2001 ®WARNING-VsrVy dssfyn parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. ter_ Design vand for use only with MRek connectors.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 and proper Incorporation of component Is responsibility,of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-aa Quality Standard,DSB-89 tracing Specification,and HIB•91 M iTe k® Handling Installing and tracing Recommondatbn avallable from h Truss Plate Institute,SW D'Onob Drive,Madison,WI53719. Job russ ruse rype ty yU.C. . Y1785139 1-4 OC K101 FLOOR 13 1 (optional) . sAug iTek industries,Inc. Thu Aug age 1-3-0-I - Scale=1:43.9, 1.Sx3 II 1.5x3 II 3x4= 1.5x3 II 1.5x3 = 4x4= 4x4 = 3x5= 3x4=. 3x4= 3x6'FP= 3x4= 3x5= 04= 04= 1.5x3 = 1 2 3 4 5 6 7 89. 10 11 12 13 14 30 31 a 0 29 28 27 26 25 24 232 21 20 19 .18 17 16 15 3x6= 4x4=-.. 04= 1.5x3 11 3x4=. 3x8 Mill8H FP= 3x4 = 3x4= 1.5x3 11 4x4 = 4x4 = 3x6= 3x4= 1.5x3 11 3x4= 11-9-0 12-10-8 25-10.8 - i 25-10-8 Plate ffsets Y): -1- ,Ed e, 1: -1- ,Ed e LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) 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 Mill 8H 195/188 BCLL 0.0. Rep Stress Incr YES . WB 0.47 Horz(TL) 0.10 15 n/a BCDL 5.0 Code BOCA/ANS195 (Matrix) 1 st LC LL Min I/defl = 480 Weight: 134 It, 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 j 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 BOT 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 i 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 criteria. 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. 1' I LOAD CASE(S) Standard OF NeKr yo r 063030 �G w �fif3SION��" August 29,2001 , AWARNINO-veft design panarncters and RAD E NOTES ON 17M AND RE VERSE SIDE BEFORE USE. Design valld for use only with Mffek connectors.This design Is based only upon parameters shown,and Is tot an Individual building component to be . instated and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.AddIflonal temporary bracing to insure stability duiing construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the bullding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-6E Quality Standard,DSB•59 Bracing Spectrlaation,and HIB-91 M iTek® Handling Installing and Bracing Recommondallon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. o b fuss Truss ype ty fY . Y1785140 1-4 OC I K102 FLOOR 1 (optional) e Sep iFek Industries, Inc. rue Aug age r 1-3-0 1_7.4 0.4& 1-6-4 , ATTACH 2-PLY FLOOR TRUSS WITH USP Scale:3/8"=1' FTC CLIPS SPACED 24"O.C.ALONG THE TOP CHORD AND 48"O.C.ALONG THE BOTTOM CHORD. 3x6 11 3x6 11 3x6 11 1.50=10x12 M1118H= 46 II 7x8= 4x6 II 3x6 11 46 II 7x8= 4x6 11 10x12 MIl18H=1.5x3= 1 2 3 4 5 . 6 7 8 9 10 11 12 21 22 0 0 m 1�L 6 19 18 17 16 15 14 7x8= 7x14= 6x8 II 4x6 11 4x6 11 6x8 11 7x14= 7x8= 3.4.12 8-11-1z 9-44 14-11-4 18-3-0 18-3-0 Plate Offsets(X,Y): 13:Ed e, -3- 1, [14: - - ,E e], 19: -4- ,Edge], [20:Edge,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) =0.30' 17 >718 M1120' 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.45 17 >485 Mill8H 141/138 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 13 n/a BCDL 5.0 Code - BOCA/ANSI95 (Matrix) 1 st 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 puffins, except end verticals. IN 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 l l-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 fib)-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=-1 3992,4-.5=-20473, 5-6=-23050,6-7=-23050,7-8=-23050,8-9=-20329,9-10=-1 3714, 10-11=-13706, 11-12=-15 BOT CHORD 19-20=6606, 1 8-19=1 8324, 1 7-1 8=22527, 1 6-17=23050, 1 5-1 6=22444, 14-1 5=1 81 21, 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=-1 01 85, 2-19=9569 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M1120 plates unless otherwise indicated. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. 4) N/A 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. 1 6) CAUTION, Do not erect truss backwards. 7) Special hahger(s) or connection(s) required to support concentrated load(s) 225.O1b down at 3-4-12,and 225.Olb down at tI Of New y 141,1-4 on top chord. Design for unspecified connection(s)is delegated to the building designer: CO W. LOAD CASE(S) Standard 1) Floor:Lumber Increase 1.00, Plate Increase 1.00 Uniform Loads(plf) Vert: 13-20=-10.0, 1-12=-876.2 4J Concentrated Loads(lb) . Vert: 3=-225.0 10=-225.0 _ Fd �303Q �� �QFESSIO��� August 29,2001 ®WARMING-Veft desfyn panosneters and READ NOTES OIV T=AND REVERSE SIDE BEFORE USE. Design wild for use only with MTek connectors.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 and proper Incorporation of component Is responsibility of buBding designer-not truss designer_Bracing shown is for lateral support of Individual web members only.Adc!"lonal temporary bracing to Insure stability during construction Is the responsibility or the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabd=llon,quality control storage,delivery,erection and bracing,consult CST-Sa Quality Standard,DSB-E9 Bracing SpecXleation and HIB•91 M iTek® Handling UWGMng and Bracing ilecommendation ovallable from Truss Plate Insthute,$83 D'Onofrlo Drive,Madison,WI5371.9. Job fuss truss type aty y Y1785141 1-4 OC _ K103 FLOOR 2 1 (optional) s tiep 13 000 1 ue Aug age 0-9-0 0-6-0 14-0 i I I 1.5x3 11 4x4= 1.5x3 11 1 2 3 3x4= 4 Scale=1:12.3 9 10 1.5x3= 1.5x3= 0 0 7 6 5. 1.5x3 II 1.5x3 II 46=. 3x6= 1-1-8 1-7-8 3-3-0 - 3.3-0 - .. Plate Offsets( ): -1- ,Ed el, 3: -1- ,Ed e LOADING (psf) SPACING 1-4-0 CSI DEFL' in (loc) I/defl 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 Horz(TL) 0.00 5 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix), 1st LC LL Min I/defl = 480 Weight: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=106/0-3-8, 5=106/Mechanical FORCES(lb)-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 jt(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. I LOAD CASE(S) Standard 5'��s� 41Ey OF w y� r fiQ 063050 sslotk'�" August 29,2001 I . t I AWARMNO-VsrVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mlfek connectors.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 and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the L responsibility of the erector.Additional permanent bracing of the overall structure Is the responsbOBy of the building designer.For general guidance .� regarding labiloatbn,quality control,storage,deMery,erection and bracing,consult GST-88 Quality Standard,DS3-89{racing Specification,and HIS-91 M iTek® Handling Inslalling and Sroclng Recommendation available from Truss Plate Institute,593 D'Onohb Drive,Madison,WI53719. o russ Truss ype ty y C. Y1785142 1-4 OC K104 FLOOR 2 1 —• (optional) s Sep 13 2DUO-Viffek industries, Inc. Tue Aug age 1 1 0-3-0 0-6-0 1-3-0 1 1.5x3 11 4x4= 1.5x3 11 1, 2 & 3x4= 4 Scale=1'.12.3 g" 10 1.5x3— 1.5x3 0 0 8 4x6 7 g 1.5x3 11 _ 1.5x3 11 8x6= 1-0-8 1-6-8 3-2-0 - r 3-2-0 Plate Offsets X, ): -1- ,E e],[ -1- ,Ed e LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl 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 Horz(TL) 0.00 5 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Well = 480 Weight:24 Ib 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud REACTIONS(lb/size) 8=103/Mechanical, 5=103/0-3-8 FORCES (lb)-First Load Case Only. TOP CHORD 8-9.=-161 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=-102,2-7=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 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 5. 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(S) Standard *S� OF Nf w r0 � t, W. ;1�- w Z ti �OFE3S10��'�" ;August 29,2001 A WAitMO,-v.r[fy design parameter+and READ NOTES ONTMS AND REVFJM SIDE BEFORE use. Design valid for use only wfth MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not true designer.Bracing shown is for lateral support of Indivkual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overan structure B the responsibility of the building designer.For general guidance regarding fobricatbn,qualify control,storage,delivery,efectlon and bracing,consull OST-83 Quality Standard,DSB-89 Bracing Speclficatlon,and HIB•91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohb Drive,Madison,WI$3719. 'Job russ runs ype ty yO.C. Y1785143 1-4 OC K105 FLOOR 2 1 (optional) s tiep Inc. Tue Aug age 1-0.8 0-6-0 1-3.0 1.Sx3 II 3x4= 1.50 II . 1 2 3 3x4 = 4 Scale=1:12.3 g 10 1.5x3— 1.50 = 0 0 11 7 6 12 5 1.5x3 II 1.5x3 II 3x6= Special 3x6= 1-5-0 1-11-0 3.6-8 . 3-6-8 Plate Offsets MY): -1- ,Ed e), -1- ,Ed e LOADING (psf) SPACING 1-4-0 CSI DER in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) -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 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/deft = 480 Weight: 25 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-6-8 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=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 BOT 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 jt(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)2.7lb 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(plf) Vert: 5-8=-6.7, 1-4=-66.7 Concentrated Loads(lb) Q� N� Vert: 8=-2.7 11= 98.3 12=-98.3 W. . J �FE19310���" August 29,2001 &wARMWO-ver(fy design parar,+cce7v and RrJW NOTES ON TMS AW REtrEIM SSE BRIWI E USE. Design valid tot use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual buBding component to be installed and loaded vertically. Appgcobilfty of design parameters and proper Incorporation of component Is iesponslblllty of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stabligy during construction Is the tesponslblllty of the erector.Additional permanent bracing of the overall structure Is the responsib8lty,of the Building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consu8 OST•Sa Qualify Standard,DS8.89 Bracing Specification,and HIS.91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohlo Drtve,Madison.WI53719. Job russ truss ype Lity VyU.L. Y1785144 1-4 OC K106 FLOOR 1 1 — (optional) s ep 1 e n ustnes, Inc. I ue Aug age 1.5x3 11 1.5x3 If 1.5x3 11 1.5x3 11 Scale=1:12.3 1 2 3 4 9 10 1.5x3= 1.5x3= 0 0 3x4= 1.5x3 11 1.50 11 3x4= 1 3-3-0 3-3-0 LOADING (psf) SPACING 1-4-0_ CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Veft(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 BOCA/ANS195 (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 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 SYP No.2 OTHERS 4 X 2 SPF Stud REACTIONS (lb/size) 8=34/3-3-0, 5=7/3-3-0,7=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 BOT CHORD 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 atjt(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 ��5� Of Nth,yo . � N W. �P. z ob3034 ti August 29,2001 . AwARmwG-verVy design parameters and READ lYOTEs ON TMS AND RE VERSE SIDE BEFORE VSE, Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be. FxlaBed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponslbBlty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quarry control,storage,delivery,erection and bracing,consult OST-88 Oualtly Standard,DSB-89 Bracing SpectflcatloN and HIB-91 M iTek® Handling Installing and Bracing Reeommondallon available from Truss Mle Institute,583 D'Onofrlo Drive,Madison,Wl53719. Job russ 7russ Ty pe ty Y Y1785145 1-4 GC ' K107 FLOOR 1 1 (optional) s ug r e n ustries, nc. u ug age Scale=1:19.6 1.5x3 11 1.5X3 11 - 1.50 II 1.5x3 = 1.50 II 1.50 II 1.50 II 1.5K3 II 1.50 II 1.5x3 II 1.50 II 1.50 = 1 2 3 4 5 6 7 8 9 10 1 22 o 0 3x4= 1.5x3 II 1.5x3 II 1.5x3 II 1.50 II 1.5x3 11 - 1.5x3 11 - 1.5x3 II 3x4= 1.5x3 11 11-3-0 11-3-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a n/a M1120 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 11 n/a BCDL 5.0 Code BOCA/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 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 SYP No.2 OTHERS 4 X 2 SPF Stud REACTIONS(lb/size) 20=3 511 1-3-0, 11=8/11-3-0, 1 9=9 811 1-3-0, 18=98/11-3-0, 17=98/11-3-0, 16=98/11-3-0, 15=98/11-3-0, 14=97/11-3-0, 13=102/11-3-0, 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 BOT 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, 11-12=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 AN81ITPI 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 of N'ew yo W. . �4 063D3Q w 0FESS10��� August 29,2001 ,&WARNING-Ves-fy dia{Qn parwrsetem and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid for use only with Mltek connectors.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 and proper Incorporation of component is responsibility of building designer-not truss .designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guktance. regarding fob0callon,quality control,storage,delivery,erection and bracing,consult OST.a8 Quality Standard,DSB•E9 Bracing Specification.and HIB-91 M ITek® Handling Irutalling and gracing Recommendation available from Truss Plate institute,583 D'Onof to Drive;Madison,WI53719. Job fuss ruse Type ty y Y1785146 1-4 6)C K108 FLOOR 1 1 (optional) UKU, NY 11763 4=1 SRI s Aug ZZ ZUU1 Mi I ek Industries, Inc. FnU Aug age 1.5x3 11 1 1.5x3 II 2 1.5x3 II 3 41.5x3 II Scale=1:10.6 B 10 1.56 — 1.5x3 = — I a 0 r . j 3x4= 1.5x3 II 1:5x3 II 3x4 = LOADING (psf) SPACING 1-4-0 CS1 DEFL in (loc) ' I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a n/a M1120 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 BOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 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 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) 8=34/3-2-0, 5=4/3-2-0, 7=102/3-2-0, 6=65/3-2-0 FORCES(Ib)-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 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 0V NEW 5�Q��N W. �, pP,� w z 063030 August 29,2001 ,&WARNING-Ver(fy design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. ®. Design valid for use only with MITek connectors.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 and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the ovetall structure Is the responsibility of the building designer.For general guidance regarding fabtkatlon,quality conlial,storage,delivery,erection and bracing,consult OST-BB Quality Standard,DSB-89 gracing Specification,and HIB-91 M ITe�® Handling Installing and gracing Rocommendatlon available from Truss Plate Institute,583 D'Onorrlo Drive,Madison,Wl53719. Job Truss Truss Type Qty Ply 316OF G1 FLOOR 2 1 84-RIVERHEAD/3160F P885133 P.D.J.COMPONENTS 3.300 s Sep 20 1995 MiTek Industries,Inc. Wed Oct 18 08:01:17 1995 Page 1 r 2-5-4 1-8-6-i 1-8-6 , 1-5-8 I 11-5 8 3x6 F.P. 3x6 F.P. 3x6 6x12 3x6 6x8 3x6 500 3x6 5x5 5x5 3x6 6x8 30 6xl2 3x6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 10 1x3 x� 23 22 21 20 19 18 17 1 6A2 6x8 5x6 5x6 5x5 3X7.SM I�F.P. 6x8 6x12 16 5x6 5x6 3x10 M16 F.P, 11-5-8 30-0-0 11-5-8 18-6-8 Plate Offsets(Left,Top): [9:0-3-8,0-3-0],[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/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) 0.78 18/19 456 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) 1.07 18/19 331 M16(16ga) 218/155 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.15 16 n/a BCDL 5.0 Code TPI (Matrix) Min Length/LL defl=360 Weight:273(Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Sheathed or 4-8-8 on center purlin 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.2ND,14-17 4 X 2 SYP No.2ND REACTIONS (Ibs/size) 16=183910-5-8,1=1970/0-5-8 FORCES TOP CHORD 1-2=-94,2-3=0,3-4=-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 BOT CHORD 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 ft) 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 �1(£16QF0,Nfijy 11-12=-100.0,12-13=-100.0,13-14=-100.0,14-15=-100.0,16-17=-10.0,17-18=-10.0,18-19=-10.0, 0 -- 0}'� 21-22=-10.0,22-23=-10.0,1-23=-10.0 Concentrated Loads(Ibs) <y - co r rX U OT 181995 ®WARNING-VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.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 and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installinq and Bracing Rocommondatlon avallabie from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. WLIN 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 securely seat, J2 J3 J4 owner and all other interested parties„ 4 TOP CHORDS 2. Cut members to bear tightly against each c� 2mo other. o Cl 3, Place plates on each face of truss at each * i ,� 13 joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o 3o_ at joint locations, plates /s"from outside edge of 0 4. Unless otherwise noted,locate chord splices truss and vertical web, a 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 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 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-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. 8. Plate type,size and location dimensions PLATE SIZE 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. 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, 4e 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. L. CLIP @ PANEL TM © 1993 Mitek Holdings, Inc. FORM016.019 GANG-NAIL® HYDR0,ArQ® Job Truss Truss Type oty Ply 316OF F2 FLOOR 1 1 84-RIVERHEAD/3160F P885132 P.D.J.COMPONENTS 3.300 s Sep 20 1995 MiTek Industries, Inc. Wed Oct 18 08:01:11 1995 Page 1 f 2-5-4fi 3x6 F.P. 5x5 3x6 3x4 1x3 3x4 3x4 1x3 3x6 1x3 1 2 3x4 3 4 5 6 7 8 9 3x4 1x3 0 0 1/2"gap max 15 14 13 12 11 48 3x6 1x3 1x3 3x6 10 3x6 3x6 F.P. 0�p 18-8-0 0-3-4 18-4-12 Plate Offsets(Left,Top): [5:0-2-8,0-1-8],[6:0-1-8,0-1-8],(11:0-2-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) 0.18 13114 999 M20(20ga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) 0.25 13114 865 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.00 10 n/a BCDL 5.0 Code TPI (Matrix) Min Length/LL defl=360 Weight:112(Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2ND TOP CHORD Sheathed or 5-11-11 on center purlin spacing, BOT 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 (Ibs/size) 1=979/0-3-0,10=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 BOT CHORD 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 3-10d 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 OF Nc-W N W. off �E C i\ "GLT 181995 A WARNING-VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.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 and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responslblllty of the elector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° m Handling Installinq and Bracing Rocomendatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *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 securely seat. J2 J3 J4 owner and all other interested parties,. e TOP CHORDS cs 73 2. Cut members to bear tightly against each other. o WEBS , J5 3, Place plates on each face of truss at each o Q * joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate ; v o at joint locations. plates 1/8"from outside edge of a u 4, Unless otherwise noted,locate chord ce C, la truss and vertical web. a p' C o at�A panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 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-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE 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 dim-ension 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. 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, 4e 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. ® M!Tek® 15,Care should be exercised in handling, TM erection and installation of trusses. p CLIPEL © 1993 Mitek Holdings, Inc. FORM018,019 mARr.NAIL MYDRO,A/R y" _tl'• ;.'�"( 1F a'''.' , °`i.;q"eA..E^ .,,•� i `' i t iP.. 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DATE: 13.t?# . , .. , • �. .. _ - _ , . . . .. .. .. , . . . .. r. . .. - n .. ;. , .. .. • .. �. .. . ,- � .... .. - i .Y..rr_ - .FEE• �. - _ � NOTIFY. sl11LQl�lE; DFPARTRRER AT ,. ❑ :pr$I' nary . Imi • .. .. . • . . ,. 765 1 SU2 9 AM TO 4• PM FOR THE . �; :- •.. . , . this �r FOLLOWIPdG INSPECTIONS• „ da ndt SCalt' Int. USG. a; - , p .. -. r. ,.. . � . ,.. - .. - . " . . � . . . .FOUNDATION - TWO .REQUIRED . . . ' _ � � . . . , - . fi ured dimensian>a and , _ }'• � . . . . FOR POUR D C N �E . � � I� . ,. � - .. K • , . . . . 2.'R H - ouG i�d�iN��j F G FsLU ING- . & �1ll� - � A 4 , , � , . _ . � . . N , _ 3. I SULA i - T N - 0 r • �, .. - shee . . ,. . . .. : ^ ,, ; ' . . � . . ::: , t riumb„r .' •� . . ; , . :v n � _ • Flea r` �leva� on . � �. ; � 4:°FINQ,L CONS,RUCTION MUST . . - -r _. . . . . , . . . _ , . - . .. �,. . _ _ � ,. BE C NIPLETE F 0 R C.O �� -. .., .. I _ .� r .- - � e . ,; . . _ . . . .- • ' ` - o f► e 'numb dK629OI2 4 _ , . , , . , - . -. • '., �' - , ' : ONSTRhCTION SHALL MEET.. • - .. . . ALL C _ - _ -DETECTIt , PROVIDE SMOKE , %' . THE• E UI E E R Q R M NTS OF THE N.Y. _ r dawn , , b �:. c./ w r .: .. ,. ' '•. , . Y� � 1 , - , _ , : .. , „ - ••. - ,. . .. L � I. _�___ _ - _...�..� �- - - -�--•�- � ' .; - �'E?��fDE-l1E:Tfic � ,�^ .' -----�---�L-ARr�t •.�.' STATE CONSTRUCTION& ENERGY � '.. �_ __..._�_._._..�..._ �_- . - • ' ' , , . - . --=-DO-I�OT PRd�Ef{1�`�fT["��� C r.D-�' .t�D� ; > r � ,. _ '� . • .., . '. . -. ART:721.I. ESF'oRsl . . ' E�r�At sFl!ocK PI�EVEr� .. . ., , .', BLE R . . . .. „ _.• , . TRL•..710N ERRORS AS T OP r ,, , , ... . ,,.... ,. ,. . . _. - ,, - - � . DESIGN OR CONS . - _ . . �� � . . . , - , TN d QQ Tlr G -' •. . - . • ICE - . PART. SD2.6 K N.Y.S BUILD{tJG CODE. -: FRAMING UNTIL SURVEY P'`U G . . OF FOU A DEV S as To O . „ - ND TION LOCATION •�.�c.r�.uM �^ � , - , _ ,'.. µ . P..Y.STATE CUltbtl�G CODE. • , - - _ U�JDER,�RITERS CERTPFICAT � ��: . . . E � •�;W.ATEFt UNGS t HAS E . a��.�o . . 8 EN APPROVED. - r - � _ - . , I , ,�. , . . - . . ftc J(I�ED .. � TE.,71"dG R . , , , • . - - . EFOtiE COVERlN4� � - ,. - , �� .Rat wT� .. 9' . 1P-s:• < - H . s.p�.. , E _ '.f!,v"„., ..+,".fir .,T+,..\M , PF ♦ , .. ., e , R' . , .,. � -. , � - . _ - e , .. - � - „ Roof Rid a Yent _ 0 ,= . , - � - .. . 2x12 roof ridge I .. _ , . , root ridge vent 12/12 pitch ' , , ! 1 2xf 2 roof ridge " ,. i w I -- - - �-_ `.-...,...-...,_. _.......,.._ _ ...,__ ..._ --___....._�._-.,.__ ,,.....,... __.... ___ ___ ,.,..,_...... _...__. ___ .... I . . , • r 'a c "— , '1 pp a ! , f 1 b � - - _ - tV' • . r i _ I t _ , Gen r e al'�Notes + Tan'ding iv `e 1 � , .. I I _ .. Alt New hoof � � , I - o � : .. . - -, .. , i ry N , a 1 ,. , , . 30 earprehitecturol - I _ 1 I. Y s . _ 1 - .. , „.,. _ �" II r o A `wo k is to conform to state coun a �, t shingles,1$ felt 5 9 • nd local obd I `1 1 !� « / tY te. Notif , - �,. .., , ' , • .:.•' _ _ ..._. - _ -____: ._ _ ._ z�'._,. ,. . ,. , .. . . owner if the butidirt Y ' t 1 a ( - ,. . , 'plywood sheathing,2xt2 cool g does Hat comply before _ ' N I . i ,r .. .. _. - rafters-18 .c': making orry than ea.. • \ i ,doubAetruse t I , - o 9 , , ,. n I _ 1 i • �' , - ! , ,:, _ . v . t � . N All rlectrtcat work Ts t � �_ • • I : .I. - 2=3/8 o comply with a1i codes an en n 1 r � - - t d u derwrtters . ' �, { ',' ''Shettrotk the � � ,' �, ' ' - � x ,, r { -, : . ;.,., � • , bolts each r epect.on and csrt,ficate must be Dotal _ ned attertompletion. v= I enure ceiifn t I 1 � . . .. - , . - I - . , Collor tie, , _ I 1 • 1 1 \ + d s a e. , E'' c.- t''. an trw Co r nt r n seta , each abet r ed 1 �sf � v t of , t i dims net ORa n a do Y an 1 di an 4 t a� { 1 pt 1 I the .c I . 't of era a aroa ', _ . ' site 4 fl a i and shall be n i I - a t 7 `; ro sbe r New�22"'d e cusses I y I ' fa ro er 1 p ►s`eP o nin f •o , P P o his w .� ark a - I ,: 3 t i� o e I 9 th wT '� 2x10 calla th 8 r tT c 8 5 sJ oc ! v ,,, / - w or k th ofi soh r� t r e e to a t'' t t _ d x Tn• E to 1 1 shee rock i g 0'X 8' i 1 ,. t. I t 161"o.c. x I ,: I Garage Doar to '� t I , t r` n Hun3cane clT each collar tie , t v. - P • ��'': 25 1 Aft u h � 6 2 ho thee_ turns ore �I 1 9 dra b be moved to'new , . � P wn t stole no dim 1 . . I ' 3�'-'2xld�header ,. tnafona shcH be !__ ,. / '� _ , e I , ca ed ff ther e ce C a u , eg , 1 ti ne 1 o on discr o tan 1 t n new nY q e en 1 oc c ea co 1 n to t c h . I P tt e ) gg , « 6 R- 3 In t , 0 au t Own r� a't O e r<�• n - =1 , i f n t P t New � . � .� ., rr , . , , • .. _ - �. o_ -1 2 t e 5fiettrack#o be fastened with� '� .. Oy ...,... i 1 3 / s e 1 j .. .. � screws,12 o,c:plan studs be { J r i - , 9 ome , - - _ - „ x, O , an f r a h m d a t re. 5, e r R t O k p , , C be x t i I t 2 le un ee oth 1 e e na e n / Died , $" r t 5 t tone"t11 a x" I d" le t rasa \ led Idl colum n YP _ oub � h' ., � he , e etc k oc t - o be n , ue r ecf in a 0 e s wal , . fa bn 1 d ce g tin r I - .. _ _ _ t I _ �y 9 l ga if there a.a living , 1 .. f ►' with wtd ilon eon` � -_ �+ @ r n a u 9 - p eoe ad scent or a e .-� I /� 3 ab v them. 6 8 , I / x S.R.to be ua t f" 1' � 1 tYPt ed ab ve i t . 1 '�. o p , r r t u , -�. rnac , ea bat .- lace et Sh x 1' c eetr x 3 3X urrd ack t � n II "I i a t in ba hr 00 ma or Po o her t r i oo a 1 x j m i��/��'' _ .. � where h,r r ' i 1 . . - I t e e a e hi h fiumid:f condi tone to �' : `�. t 4 Y t be moisture reatatan • 1 N _ . concrete d 1 n� _ t. «-, po . 1 _ ,. . I P ee c a' a c , I'� -Ce t , , men t boor o t d o b used \ V a be . , hn I d a! f t be' { 't u ah t owe r unfta where there to tile. r-r� frames in , r - - "t V f Location in fi Id I 1 e � , t� t _ C� fio ti 1 - ►� u dot on T,. U .L a ro x ' _ ved e k , rn e `e� o d te� ct pP or sh H a 1 be e. h ter• h to � a ale '. c ri I 1 t C or , 1 , P v= " I - , , ,1. _ L� a f F i w A or` _ N , - 10 i � •o\ 1 ', i ! . .. I i ' f `� n zotlon type and shall De directly canriscted to a ilghting circuit r �"� ! ba ant ,. .-'�� 'r - c.- eem with no lntarven I - / to wo i switch. r � , 1' _ �� Wit• g CO detectors to be in fl Q I t : . i I �' rrta ed to Code. ' t windows ,. , . r „ , - _ , � ,, o Gat a e Area t � .. ., �� i 9 : t 1 , 1 .. ;• , ` , +� I , •' .': `" �� ' {'. .. Approved hurricpne CCipe rrtuet be tnatalted xhere r it t. .. i - i - - 1 I ± •Facto/Rakes-1x$'covered equ ed by NYS . ;. . .1 � _ I'' - i ! 2-3/4"plywood baxend New TJ1'26 SP floor Diets " or tacei buliding codes, Minimum c►tp each stud to roof roller • , 1": with pvc coated 1, .� 3 �6 o.c. i - Nerr TJ12S P to r " .. 1 _ 0 ._._.�_ S f o Jelats 1 t1 p.c. - Ij at Cathedral ceiling bnd each stud toYop plate at fiat ceiling•. a 1 ,aluminum,vinyl • . L- van ed soffits • . ' '' •: ^' � E � '., 4"thick concrete Blab w/Bx6 wire mesh j. � - 7xt8 Pamltam with . . . , r , - . - : O.. ,. ,. ,• .. Hurt9con B TJI a tecoed _ torn Notes ,J . I -. - 1 .. I i e c p on to it or . I . '� ] E I i lyptcoi N.alt Detp,i _ , each joist to 3 /2x11-7/8 . , rn i ,, `, . , . .. . X STING FOUNDA�'IOt� I 1 ,. ,. '. ,�. �. . - ' � <,. `: ,,.. ; � .. � .,. double- •Parailo ,Alt wai!a to hov J• _ 1 . , . �'. ., ,. .. _ _ ',' : I : ( { .,. Horizontal vinyl . .. top plate m below TJ►e _ G R-19•foifed fpced ftberglpae ingulatlon, ., � , <, ' • :. r.._ •.. ;.,- ,, . .. aldin " , ,- each end' . . All cefltn or coals tthat pre to I,. `. a . .. .Nair 2x4 ( ! 1 g.g/a green 9 be insulated.to 6e R-30 f,f.f. .lnaui,,. • �" � First f r � g I ( �.�• framed wall to I I board backins+, loo to have pt-19 fibergtasa(naulatlon. , t � I � `�eu rt ne I ek,1 2ra .- _ t DPo w ,: 1 t b't' / , ,: iv 1, New 22 de p ruses 'floor trusses' I Plywood sheathtn , :M� 1 , oundatidri Notes.. . , , _ .- I �n ( - .. . . ' 1 I 2xt3 studs,R-19 k - , • t I t • ' `; � .c I _ Ineulatlon i .. o I 16� ° I .. - (J 1 � ...; '.'r. -:� .. .� -'. :• � ,,,; � I - -. , ,. � „ ,' - - � - � .. SOti bCarin Ca - :� . . :, � : . " � , t .1` •,1 a , .. _ � 1 I" , .,t g pacify used for foundation draigrt has been �' N I rasa t i ! P mad to'be 40t00 P.S F n Footin s shalt ea ` ,. � � ; c , g r ton undisturbed soli. t \ ! , a.. I ,., . ,� I . Noti En ins r ' w � 1 ,, t I ,, ,. lY g t prior to Ipcin foottn so that then - v ,Secuie .. ., P 9 g e .. • '' ,., 'a �j , ' .-` . . new'. , I i , S 2 New' aaeumptlons can bye verified. + .' - t • , a Paur die ear foofin a where foottn �� „ : - -. . ,. � 2x8 late - _ ., : � ' �,', ' . .. '9 j I P g �, ' foundation I .. t I P _ solid blocking • - ( .. will be ex sad to rpde-Nin. , , .. .. • V_ � - - - t • a: ,. - { Da g .. 1 t {' '�{, � � a� Foatn a ore to be� x i 8" 1•e r O "to „ 1 _ � ',; ,�,� �' f; 9 w d you ad concrete:unless otheririae 2--3 4 f• ood boxend � „ T t .• de th from cads to bettom of'� ' " / P d+. � q , i p 9 axi ti r I { 1 Yw " noted, Walls to be£3 thick x 8 8.in h ' � f" a n erph,unless otherwise n t 9 � a ed - x8 --.-..�.... 2 c a efll < n c I Dolt � '0" at f e - 3 , P cn (� A ge 11 �\� ela bs to hover ' 1 �e x8 wiro 1 p mes .. , with i r �. � h.'A!t slabs 4''thick minimum. ' I+ ,. ( I. e II sealer,termite shield --- � 1 +� . ,. , _ 2 k 8"anch r �'" i �; ' . :. . ` ' 3..' g i - / or bo,ta to be plpced eve 8 o.c.and 1 hi . ... .. :, , , �'. , ' , '', .. g i New 22 d@e „ �' ,- 1 _ ,. New tJocatian bf fxiattrt 10 x 8 Garo a Ooor { . x al c extett " . ' ' . ' 1 g g . .mbar � .. _ � i extati . .. _ .. :. nq n floor trueae of every torncr-mlmtmum. , 1 I f 1/2 "anchor b to p Trines to mat h ;, I — -�--- �-- 1----•---....--.—,-.... �—....... _, ......:,,..,--_,.,_.,—,-----_._,.., ,_ � 1 I 1 R-191risulctl / Prov.de2- 5bareoantirtuouainali Doti � • � _ ., — -,,.- ....—... .-._--- —r_—_.,—.,._—_— —_.._,--....._.-._,....—__.............,.,.._—_.—....-- i °n '11-? tan. � f ngsondt-�'Sbar�inrva!!ar - �•t 1 6 „ ' / i'from the top. : -�.•,� �..:- _ � i Foundation Woll- $/E sheetrock-ceiling `Pararlom Pat - All retaining wails tco hove'tn addition to above 4 i ' i � � ,_,_ ... ..:.-._3-.� 1 �iep er -� ._--- .... .......-._-._. -- ? B"x16"footTn s 2 h tl r P aces of�5 - 9 t eo a where bar harizont I n, w ..-.... -... ...,......' :_,. - _. --,,,__.-, ......-...,.-. ...-_.- ,...-.-,---,.,,.,._....�_..-_.--..._....-.-.-...,- ...--- „_.-,-.� ,---,.--...--_,.,...... :. .. re a a d ba connected to it's foottn with . , , .. 1 contin'a _ g 1�5�ebor, , , .-. ,. u us/hortzantat exlating � 3 1 f 2 steel r , . f. ,' ,� •.: n ., . - , aced vertTcalty every 1 O.C. ' .. 8 thick ap�ort--pitch bw from door , aY fry mbar garo a door wee. , cone.filled GI throe pout 'i . ` Tall velum Ali concrete eh i o I halve a minim um cam re t r, .. se ve siren ' � $8 foundation th i , ild E' _' P gth of 2500 . . • ., , • � a - . _ r d nl .. ..1 . ' , „ , .. j ,, +. - _ . . .. u ese otherwise s ee ., � ." ' YJ_s��a-!_.L.rJ , . . � { . oY$ P hied. ' $ 4 :• , , .. •. , " (top't omew j 'Hewtoor.trve�e � II for � P S i efts '28 ,. . z - , f ,. ' � " .. ..,, .. , _ r abe6 . •{ elevation as � e L ,' ;,' �• tin foundation i concrete foottn to be mini , . Hum 3 elo , ' �' 'g 9 b wlnl r ,. n ' - �-" 118 0 -'-----'-'-'� sxtstin T i + � � f a g ads , g)� and/or frost tine, . • �; continuous hortzontol ' '.. • ' , -�b rebar,1 from ' i - ` , r, ' � � •, - eys mu+s4 be cut in a!I footings. ' . , , � ., ,. top throughout) i ,. ., , . , r ., • - � - 2800 .a.i.minfmum t , p ,. . , �' F O' .O 1"1 .. l;l i'1 d 1 � Cl t P Q � 4 caner I ,. _ ... ... eie a ob W Ex8 it i...... ............. ........ W e mesh ..,........_..._..-... , � a m I n „ .....................1,. r N�of e s , : . ,�..........................a......,........- , , � ... ..._. Strveturol lambs .. 3'x3'x1 eared r.- Roltera, state om -, , D 3 .be a.beadera and studs. • . . � ,. ,. • .: �,. ,' . . p .. .,. .•. ., .. , , orthem)�2 grade ar better. '' 1 b ' . ,, , `. '. I tieade:re aha I b r/2 rox1(n , t ., . _ - .. . - (; )2 0 unless otherewtee Hated.Doub,e tlil , p Hecate atl e - ,. •, .. , ., ,. O , , ,,..'.. - - ,. e and supporting ail rooms above such pA =. .. I . : , _ , . . . 1 :a1 . • M1 h wall,dreul6ttona areas th I •,. .. , :' ,_ , ,. . - , - . , -. , _ 1.1 rev hoar tiles. ,' :- � supporting , • I 'bat rooms,kttche at w rive _ �• L. _ eS ec lore r eW ddlt on t.. -. ,. ,. 3'4' S" ,. - - . � - Ptaee ftreatop"tale"'to atl exterior wplis where the tatting , .,',', • - . . ' het hf exceeds 8' _ , u ... I - . _ • � , 8 0 , _ �' _ ' . , ,- 1 , . t i , , Windows and D _' �, - , I oo rs,r . � � , u Alr glazin shelf be T e E" . �" ,. o G � . , 9 YP . . 14 7 U H '` . , , n � ,e � ." , n' 3 .� 3 l;' 4 5 Ta provent against waterdomoge,oil window and doorrou h° P•n1n are s. _ . 2 0 14 5 . �_ , �, ' 15 8 � �. , � ;�'�' ,��.��'�" —t g � � +,., � t . �. �. . � _:____—* , u � � , - .. � wrapped on bottom and sides with.plastic membrane,then a T .k ,, .- " - :' � I u Yam' to be . _ ,. .. '�"".'-`'-` -}� $ 6 6-1 � are ui elan ' :° ..-" , ! Ne I` / � '. Q v t meinbrcone will be laced acr h rr n •New . . Ne was Id .. ,. /. "�""` 6 �^„�/2 --�-.�.-ir P oast a rough opentn ,on x . w ",.. - , t , .. g , _ , vrili be cut dta onail in ' , �� . , � , .. 9 it and the wind -'And,C14 14 Ex,stin And.CR23 wood oat . . W ow or door than tace4 into h ',And C g Exiat�n 3068 P , _ . . P t o s ,, .. _ , , , ,�, , ,: . - � ,:' I ,. _ . . ,-, rr r _ n ' ..'. I' 1, tlxed '. _ ugh opentn A ierlee of 18 wide t e n , Z b/8 x4 0-1/2 .,. 2 . 6/8 x4 0 1�'2 r _ n t� _ „ '.ao rd block ,. - - 9 P c a d Snow or equivalent material; - - - r ,, , ... . .-, . , • •' - P .. .. _ should t}e }aced pbtove the wTndo or , P w door,over the hailin flan e. ' 210 1/4 x,.0 1/2 ` Extertcirpoor �Md.C14 - - .. _ . . , to foundation _ � ,. , . 9. yM�.C14 � , And.C14�' g S �� ice and Snow ar a u7v tent m � 2-'S f3"x4'0-t 2" ,' �� , ' q o aterial of 1--2 la ens should P ! e - � '2-5t8n 4 0"�t 2 2-5 8 _ a; „ Y b,paced an „'', - - _' ,.. --- - x4'0 1 2 � the siL below the daoro before they are,ingtalied at a mirinum .. - .. ` t , i � � " � .�. Y . � ,, :,' .,« - ,..y uardevenfurthmro ainat ,. ;1 I `T 0 9 at r' n • ,, , "�. _ - pe ation i�is rscarnmended that � o ..._.) p ' 1-..:__.-..r--.�.:,..-„_. - N � - _ 9 w e etc x r,"'. - a - - lead coated c � �'$ \; , a er and be lnatalied en PP p b Bath all windows and doors. rq .. - � Existing Cabinets/Countertop � , � :" �. - 'o ,to remain �.-t � ,. � p sue t against water darria e'all wind M Up N � g ow and dr>or rau b y ertln e OW � si' 1 I 9 t \ el w P G C �`� t .. . iI . I meet ,. ba oCUiked wi I - - N th p sTlic one 6 , seed a a .- c ul in Ha 1 k _ 9•� O � N O I 6 c 0 n . . < _ , I ,. �.. , r ., .. - ! - C - \ ,. 'r , v c f-- .- - � � - - I - i a , CT .. .. �. ,. - � - - ',� r I : C r u� - I - ,�-+ U , �� p 1 a. -J , ., - � cry , i� cci _ , , , , . , a fr � . � = o is ' : to �' , �f . � New ee_andflOOr lets '� w - a �i et" . P'. ,�' Sa ,_ C? t " t" oo I< , f t I I 1-T ,, , s TJ 2 P r s .- , , , , .. , j� oub e :� .• ."-. �:` i •, , - - _ - _ _ .,.......a _ _ .. m g' Note.Naw solid wood= .. -.8'0 watt her lit �.� n n •� A4�'^^��.... , x '�, _ - g 6'0 i x3 0 Jacuz "a. 6 c 1 :. O r�-�_ Il _ v _ e o b Doe b low�w v r 'N r- t . . k . . .n 'ta I `,: . �� : o a co `past must be su acted - n.. ;�, ,. G ...� a. �' � .- ;'�, x'� 'a'' bower a'YP II « fi•,. \-�, , ,: r c : n t• bp!aw with 3-1 Z"steel F �•'>,• ,t k. , Neiw second flaor slats � _ , `�' �` ;� s o � �,� 3 ,- .. ',pone.lt.led loll eolunrn eittTri n: N� -�,' :'�:�, U ,r o , •r �+.� I `rt' I - , .. i F Y _ '1 i-'7 a \'� TJI 2$SP o n f .fu / , � , 1 � b u c GO .; ;. , 3'x3' 1 des , x re a d , x u , , 1 1 P � r P t-. 1 - d_ +a L`\ , a' X .-.:: " , it `.1' W x r� Z M - F '+^r 7 -1 - .- , n E (� C r� 2 �''a i I r, 1 "�t. O 1 , - 8'd r O i' N 1 on e O cret ad 4 nd 1. N c -.ea o f,:, 1� o.c. 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