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HomeMy WebLinkAbout23718-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25022 Date MAY 6, 1997 THIS CERTIFIES that the building NEW DWELLING Location of Property 1170 PARR AVENUE SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 56 Block 1 Lot 2.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 13, 1996 pursuant to which Building Permit No. 23718-Z dated OCTOBER 2, 1996 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED PORCH AS APPLIED FOR. The certificate is issued to ISLAND PROPERTIES OF SUFFOLK (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-96-0051-FEB. 25, 1997 UNDERWRITERS CERTIFICATE NO. N-417329 - APRIL 16, 1997 PLUMBERS CERTIFICATION DATED APRIL 30, 1997-DERRICK DOUBRAVA B9f1cfingNAspector Rev. 1/81 FORS NO. 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) N923718 Z Date ........4/ ................................ Permission is hereby grant to: A.0z...�X-4ozo.....4//r.... ... to ... r.. ........ ....�`.r........ .7... ....:r... ..... - .�....... -moi ......... 7.wp...... ... .. ....? ....�... �. ...... . ,...j.. .. .......... .... ....... p of premise located at ....................... ...............f..� ....../. !"�C!:r".-�.....�!� 1170........ ...�9()r—.:e............: ?tV ............... ...... ... . .......... ......................... ............. ................................................................................................................................................................. County Tax Map No. 1000 Section ......�(C?.......... Block .....0/........ Lot No. ...5l.: ......... pursuant to application dated ............�S.'�.-p../..-........ ,�..'.�............. 19.pl/O., and approved by the Building' Inspector. FeeS••` ... ./1Z .. . ........................... Inspector 4/Rev. 6/30/80 1;?" 7J�.2_ Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming .00, pool 25P $ Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00•, Commercial $15.00 -- // Date . .� � . . . . . . . _ New Construction. .V. .. . . Old Or,? `/ Pre-existing Building. . . . . . . . . .. . . . . . . • • . • . • Location of Property. .li.zp. . .. . . . ,,. . . . .�✓j : . . . . . . . . .!5c-5.t-A-0 (e,4 House No. Street T�: Hamlet• • • .• • • • • • • AAJ Onwer or Owners :f Property.. :'L:T; . . O`. . .. . . per. S�. jf ��. •1�_ 21 �: (2"T County Tax Map No 1000, Section. . .5�P. . . . . . .Block. . . . ./. . . . . . . . . .Lot. . . Z.�.� , , , , , ,_ . • . . • . Subdivision. . 4C3 �r. , OYU�. . . . 5�/ 'r� . . • .Fil . . . . lIl .cd M:ip. . . . . . . . . . . .Lot. . . . . z�. . . . . . . . . . . . Permit No 2 ,7,/�, ,e, . , ,Date Of Permit[�b% Z. !`� "'Pt3� • . 9. . . .ApplicantDCX. Ilealth Dept, Approval. . . ..�Q ;yfQ' �• .;z�d 1. . . . . .Underwriters Approval. . �, !3 2 q. . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . . Fee Submitted: $ J. :.m.0.. . . . . .. . . . . •.Q(('''��44�5� /.112 • .. . . . . . . . . . . . . . . . . .. .... . . . . .. .. ..... . .. . . . . Town Hall, 53095 Main Road Z Fax (516)765-1823 P. O. Box 1179 -7�10 Telephone(516)765-1802 Southold, New York 11971 ,, + �! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE Building Permit No. Owner: (please print) Plumber: �6��ecvt����(Z ��S��L c�U• 2' ` (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatu ) Sworn to before me this day of _ 19 Notary Public, County JOYCE M.WILKINS Notary Public,State of New York No. 4952246,Suffolk County Tn.rm Expirps June 12, 194-7 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 3d 7 INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE -INSPECTOR 3 M-1102 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY REMARKS: � i DATE � °�f� INSPECTO c��3T M-1802 BUILDING DEPT. INSPECTION [ ] FO DATION iST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: J � DATE O INSPECTOR ,�i���' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ RAM [ ] FINAL L (REPLACE 8 CHIMN 0� REM S � 7T• DATE 1.X1J'1f6 INSPECTO attzi_ X32 IS-el- M-102 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE O INSPECTOR �.vY� AlJf M-1802 C) BUILDING DE 4SPECTION4- /,.3 FOUNDATION 2ND INSULATION FRAMING FINAL FIREPLACE & CHIMNEY It REMARKS: i Govw_ �r DATE -INSPECTO FIELD I N';I'EG1.1011 It@L'UK 1' Un -- -- ---------- ----- --- -- IT FOfINDA'I'ION ( IS'1 ) it o - Mae-" POUNDAIJON (2N1)) ooe— .t u uc)Ilfar FItnrcr. 1'1.I1N11ING, I NSITI.A'f 1 ON mut N- Y . S'1'A'1*F, EMEA Y CODE, it n _ C F I NAT. i �I I IIII 000-1 ' n •1.1 c)Nnl. c:OrlrnrN•rs H� _ H O 7 9 f C vi�• ty O fGQ OARD OF HEALTH . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS �/. . . . • . . . . . URVEY . . • - . . . . . TOWN OF SOUTHOLD CHECK . , ,'`-� _• - BUILDING DEPARTMENT SEPTIC FORtI . .✓, , • • • - TOWN HALL • " " " " SOUTHOLD, N.Y. 11971 NOTIFY : a I 7* . . . * TEL.: 765.1802 CALL , �aq�•—'4, 7(0 . Examined . . .1 2/L. . ,. 19 ?�D MAIL T0: • - • Approved . . 1fJ/,? . . . . . .. 19AWPermit No. . 37f��. . . . . . . . . . . . . . . . . . . . . . . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L5 0• .� .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; • ' _ SEP 131996 J . . . . . . . . . . . . . . . . . . (B .if • ng ' x-� ctor) I BLDG. DEFT, APPLICATION FOR BUILDI TOwta of Sty;; - WN Q�_ �. NG PERMIT Date . . . . . . . ....... . . . ., 1S llr! INSTRUCTIONS a. This application must be completely filled in b Y 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 relationshipto adjoining or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. C. The work covered by this application may not be commenced before issuance of Building shall be kept on the premises available forPermit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit ,insection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose shall have been granted by the Building Inspector, whatever until a Certificate of Occupancy APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursue ant to th Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances e Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. Tile applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name, if a corporarion)' 7v�OR (Mailing address of applicant) State whether applicant is owner, lessee agent architect engine /O/0 11913 ' sneer, general contractor, electrician, plumber or builder. Name of owner of premises . ,/.> OYUJc . .� UILOf�/r1 . . . . . .cC1„�? . . . . . . . . . . . . . .... .... .. . .. . .. . (as on the tax roll or latest deed) • •. -..-.- • . . • • - " apli�cant o ti ,signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. , .�t,0, ;, 7Z , , 1• . Plumber's License No. , , •/jJ,of,C;l�tv /� • • . • . . . Electrician's License No. , , N.O• , kv jh.a%Vv. . . . . Other Trade's License No. . . . . . . . . . . . . . . . : . . . . . 1• Location of land on which proposed work will be done; . �v f . . � . . . . . . .� . ? . . . .0 . �• . . .l. . House Number Street• . . . . . . • • • • • •.. . , , Hamlet County Tax Map No. 1000 Section . . .e.�.r? , . . . :. . . : : Bloek , , ,4(• . • . ' Lot . . . . 2, Subdivision 1 �. /P(x 1�. . .�'�S.T.13 - . . . . . . Filed h1ap No. . . . . . . . (Name) . . . . . . . . . . . . . . Lot . . ... State existing use and occupancy of premises and intended use and . . . . . . n ,d oa • • • • • ccei / p ncy of proposed construction: ��!�✓ a• Existing use and occupancy . . . . .. v. A!r• LT d b. Intend 9 u •• : • .. . .... . . .. ...... .. . ....... ed use and occupancy .. . .... l ... .�3�'!?;l�J � f . ...................... ... . . . . 3. Nature of work (check which applicable): New Building • • • • • . . Addition . . . .. . • . . . .Uteration . . . . . . . . . . . Repair . . . . . .. . . . . . . . Removal . . . . . . . . .. , . Demolition . . . . .Swimming pool. . . . . . . . .... . . Tennis Court . . . . . . . . . Accessory Building. . . . . . . . Fence • . . • • .Other Work. . 4. Estimated Cost . . .0" �. . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . ... ..•... • •(to be paid on filing this application) S. If dwelling,number of dwelling units . . . . . . . . . . . . . . . Number of dwelling units on each floor . . . IfSara^e, number of cars . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business,commercial or mixed occupancy,specify nature and extent of each•type.of use . . . . . . . ... . . • • . • . . . 7. Dimensions of existing structures,if any: Front . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . Depth . ... . . . . . • . Heiallt . . .. . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front . • . . . . . • . . . . . . . . . •Rear . • • . ... . . . . . . . . • Depth . . . . .. . . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . Number of Stories . . . . . ..... . . . . . . . . S. Dimensions of entire new construction: Front . .6`f . . . . . . Rear . . . .&.`j . . . . . . . Depth• .."?q. . . . . . . . . . Hci-;lit . .� ... . . . . . . .Number of Stories . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . 9. Size of lot: Front . . . . . . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,... . . . . . . . . . . . 10. Date of Pu Depth ,, , , , , , , , , , , , , Purchase . . . . Name of Former Owner . . . . . . . . . . . . . . . .. . . . . . . . . . . . 6 . 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 regraded . . . . . . 149 . . . . . . Will excess fill be removed from•premises•. • .•Yes 1�1. Name of Owner of pre ises G �?1U� �-"" t,?�f?', � dressl�lf3!�ld, ��jju,£ Phone No (4).2.44.-�7(P� Name of Architect ✓ ST .rl:'J1't�L. . Address/V.Y. .el f2 .. . . . . . . . . Phone No. ...... . . . . . . .. . . Name of Contractor .%7�CVIV4fJRVISrVr. ,Address . . . . . . . . . . . . . . . . . . . Phone No. ....,:. . . �. . . IS.Is this property located within 100 feet of a tidal wetland? -YES. . . .NO. . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines.Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. • r STATE OF NEW WRK COUNTY OF . . . , , S'S :� u.� .t�G • • • Q.�-�r„�:• . . . being duly sworn,deposes and says that he is the applicant • • .• •• . . •(Name of individual signing contract) above named. Heis the . .. . . . .... . . . . . . . . . .. > 4t?!`.'.`C . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . : . . . . . .. .. . . . . . . . . . . . . (Contractor, agent, corporate officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this applicAtion are true to the best.'of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . . . . . . . . 1. . . . . . . .day ol 19 'Notary Public . . County EUMETH ANN N LLE Notary Public,Stets of Row York . . . . . • . • . . . . . . . . . . . . . . . . . • . . . . . No.6Z-8125850,Suffolk Co (Signature of applicant) Term Expires October 81,1 THE NEW YORK BOARD OF FIRE UNDERWRITERS -. PAGE 1 1001071 BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK,.NY 10038 Date APRIL 16,1997 Application No.on file 12897996/96 N 417329 THIS. CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of DERRICK DUBRAVA, PARK AVENUE(NORTH EAST END) , SOUTHOLD N.Y. in thefollowinRlocation;: ® Basement [Z let Fl. ® 2nd Fl. GAR/OUT Section Block Lot APRIL 11 1997 and found to be in compliance with the National Electrical Code u sees esamined:un: � -� -- NXTUM FIXTURES RANrAs coommG was OVENS DISH WASHERS EXHAUSTF FANS oIlnm RICE"ACLIS SWITCMK SCENT FIUORESCENT OTHER AMT. K.W. AMT. I K.W. - AMT. I K.W.- AMT. K.W. ..AMT =::.W.P. -. 33 39 41 32 1 1 6'.5 1. 2.8 2 F DRYERS FURNACE MOTORS FUTURE AMLIANCE FEEDERS SPWAL RWPT TIME CLOCKS til. MT NEATERS- M ASOUTMSYSTWAS _. `DIMMERS- OILK P. GAS M.P. AMT. NO. A.W.G. AML AMP: AMT. AMPS. TRANS. . AMT. M..P.. M.OF pM- AMT. WATTS 3 F SERVICE DISCONNECT NO.OF S E R V 1 C E AMT, AMP. TYR METER 1.0 7W 1/3W 3/3W 13,9 aw NO.OF CC COED. A.w.G. NO.OF MFU?GNO.OF MAT -CC.CONO. OF MtitEG OF NEUTRAL 1 200 CB 1 X 1 2/0 1 2/0 OTHER ARARATUS: WIRLPOOL BATH-1 G.F.C.I:-10 SMOKE DETECTOR:-7 G & 5 CONTRACTOR LIC.#578-E --BOX 215 ANN onrEtw< t 4 SOUTHOLD, NY, 11971 ,ter - • •. � Psr =. — .. This certificate must rat be altered in any manner; return to the office of the Board if incorrect. Inspectors: may be: identified by their cred6ntials r I NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 6 COMPLIANCE FORM Building design by Thermal Rating Method One and Two unit Dwellings Building Address IPR4,wc. �C�O�vyJT Date County Engineer or Architect : Joseph Fischetti, P.E. Phone: 516-765-2954 PermitApplicant: Phone. 7Z2 876 Z I. HEATING DEGREE DAYS (Table 2-1) 5000 6000 ❑7000 ❑8000 ❑9000 II. BUILDING DESCRIPTION Building has one or two dwelling units 111. PROJECT TYPE New Construction �Substantial renovation of Existing Building El Addition to existing Building Exempt(78106c) IV HEATING SYSTEM TYPE Gas Fired 1B Oil Fired Heat Pump Electric SUMMARY OF THERMAL RATING l�V If the thermal rating is zero or greater the envelope portion of the building is in compliance with the code w AREA U-VALUE TABLE THERMAL USED RATING A. WALL ASSEMBLY Al Net Walls 1 34' Aw //2Z UW 106 Z _6-1 = *100 -ZA0 Aw H20 UW . 06 Z _6-1_ = t100 A2 Glazing 1st Ag-__�3 ug--r 34 _6-1 = -2 2►tic.' Age Ug ► 3 4 _6-1 A3 Doors Ad Ug _6-1_ = D Subtotal Thermal Rating for Section A (A+A2+A3) _ (V 68) B. ROOF/CEILING ASSEMBLY BI Roof/Ceiling Ar ID Ur -0-32 _6-3 Ar Ur 6-3 = B2 Skylights Aq Uq _6-3 = Subtotal Thermal Rating for Section B ( B 1 + B2 ) C. ENTER DATA AS APPLICABLE (EITHER C1, C2, C3 ) / C1 FLOOR Af /200 Uf a 04'2. C2 Foundation Wall Wall peri eter ft Above Gra xposure ft Insulation Dep ❑ 24" " 138411 ❑ Foo ' Ur = C3 Slab Edge Insulation = Perimeter Rvalue Subtotal Thermal Rating for Section C (C1 + C2 +C3 ) = ( tog ) D. TOTAL THERMAL RATING(A+B +C ) Value to be> 0 + 170 v OF Neu. Q�FIse y7 �7 f; SEP 1319,96 *o r GENERAL ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS. FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR The following trusses were designed/reviewed by MiTek Industries, Inc. based. on information provided by specified truss fabricator. All information on the truss drawings should be reviewed by the overall building designer/engineer to insure proper building codes and project requirements have been complied with before fabrication. Design is based substantially on TPI and NDS standards in effect on the dated specified on the drawing. Erection, Handling, Safety Precautions, Temporary or Permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer or the Truss Manufacturer and therefore are not a part of these engineered drawings. Trusses are designed as individual components. All lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure. Adequate temporary bracing is the sole responsibility of the truss erector. Competent professional advice should always be obtained relative to truss bracing, erection requirements and connections. See HIB-91. The top chord shall be laterally supported with properly attached sheathing, unless noted - otherwise. The bottom chord shall be laterally supported \rith properly attached continuous lateral bracing at 101-0" maximum intervals, unless noted otherwise. ® Denotes location of continuous lateral bracing designed by others. Provisions for adequate drainage should be met on all trusses with any top chords slopes less than a 1/12. A11 connector plates are 20-ga. M20 plates applied on both faces, centered and oriented so that .the second plate dimension is parallel to the truss chord, unless noted otherwise. All connector plates must be manufactured by MiTek Industries, Inc. or its auxiliaries: Gang-Nail, Hydro-Air, or Panel Clip Connector Plate Code Approvals: BOCA 86-93, 85-75,91-28; HUD/FHA TCB 17.08; ICBG 1591, . 1329, 4922; SBCCI 87206,86217,9190; WISC/DILHR 870040-N, 930013-N, 910080-N. The drilling of holes, notching, cutting or removing any cross sectional area of any truss member, unless noted otherwise, will VOID the drawing. The effect of lateral thrust (force) and horizontal movement on the supports of scissors type trusses is not a consideration of this design. The designer and/or builder of the structure must give due consideration to the lateral thrust and horizontal movement created by scissors trusses in the design and construction of adequate truss supports. Neither the truss designer, metal plate manufacturer nor the truss fabricator assumes any responsibility for the design and construction of the truss supports. Professional advice should be obtained relative the strength, construction and design of the truss supports. Truss to bearing connection to be designed by others. Trusses should be inspected prior to and after erection to insure their structural integrity. Trusses should be inspected for plate embedment, damage to the lumber (cracks, breaks, crushing, etc.), bow, variation from plumb etc.. For a full list of guidelines see HIB-91 and QST-86. All gable type (non-structural) trusses are to have all vertical studs exceeding 81-0" in height L-braced to provide lateral restraint. In addition, all these type trusses are not designed for wind exposure to the gable face, unless noted otherwise. Trusses requiring the usage of a cap (piggyback) truss are to be field spliced together where the base truss meets the cap truss with 2x4x48"12 scabs on one face only and fastened with 6-10D nails each half, unless noted otherwise on the individual truss drawing. There is a minimum of two scabs required for each truss-cap combination. Ile. OF " ME. ewes■® ��,�'`E' 40H � y X86 4" 8 W6i MiTek Industries Inc. e p% TOM==-002-102095 ESS voG/G3 ««A.C.E.S Version 7.2>>>>-[ _----««HARVEST-HOMES»» -cusl'baer : BROTHERS-CUSTOM Tue Jul 30 16:20:43 1996 Project 0: 3218 Truss ID : A Family # : 104 Span 29-0 Quantity : 10 Top Pitch : 7./12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.- 1-2-2296 NC:1-2--2296 5-6- 1962 2-7-440 1--1751 5.50 2-3--2004 6-7- 1337 3-7- 786 S--1731 5.50 3-4--2004 7-1- 1962 3-6- 786 4-S--2296 4-6--540 TOP CHORD SPLICES:2-3-3X6;3-4-3X6; BOTT CNORO SPLICES:6-7-3X6; (SYMMETRIC PLATING TURNED ON) B0111 7-5-13 14-6 21-6-3 i 29-0 ��11 7-5-13 7-0-3 7-0-3 7-5-13 4X4 3 1X4 1X4 2 4 4X6 4x6 s s 3X4 3X4 F 9-6-14 F 19-5-2 29-0 9-6-14 9-10-5 9-6-14 L. HL TO PX:16-9-7 R. HL TO PX :16-9-7 LEFT HEIGHT:0-4-5 SPAN:29-0 RISE:8-9-13 RIGHT HEIGHT:0-4-5 LOADING (P SP MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.916 TOP CHORD:2*4 1650fl.5E MRL SPF TOP 40 7 BOTT 5-6=0.728 BOT CHORD:2*4 1650fl.5E MRL SPF BOTT 0 10 LL.DEFL.@6=0.13 < L/240 WEBS :2*4 No.3 91 SPF STR.INC. : LUMB - 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK M20-199,146 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELCEXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, 9OCA,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .�c� Of Nest. rt ,yi A 061 v yrv��L3 =w_«y<A-C-E.S Version 7.2>>>>-( 192224 =««HARVEST-HOMES»» •Customer : BROTHERS-CUSTOM Tue Jul 30 16:21:13 1996 Project #: 3218 Truss ID : Al Family # : 104 Span : 28-10-8 Quantity : 9 Top Pitch : 7./12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC: 1-2=-2267 5-6- 1950 2-7--518 1--1620 5.50 2-3--1976 6-7- 1325 3-7- 761 5--1724 5.50 3-4--1990 7-1- 1928 3-6■ 786 4-5--2282 4-6--540 TOP CHORD SPLICES:2-3-3X6;3-4-3X6; BOTT CHORD SPLICES:6-7-3X6; (SYMMETRIC PLATING TURNED ON) I 7-4-5 14-4-8 21-4-11 i 28-10-8 IO til 7-4-5 7-0-3 7-0-3 7-5-13 4J4 1 J4 I J4 4116 416 3)t4 374 2X3 WEDGE 9-5-6 19-3-10 M 28-10-8 I 9-5-6 9-10-5- 9-6-14 L. HL TO PR:16-7-11 R. HL TO PR :16-9-7 LEFT HEIGHT:O-5-3 SPAN:28-10-8 RISE:8-9-13 RIGHT HEIGHT:O-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 4-5-0.913 TOP CHORD:2*4 165Ofl.5E MRL SPF TOP 40 7 BOTT 5-6=0.726 BOT CHORD:2*4 1650fl.5E MRL SPF BOTT 0 10 LL.DEFL.@6=0.13 < L/240 WEBS :2*4 No.3 91 SPF STR.INC. : LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. . -REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK M20-199,146 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. yv A 1 z, \ � 0 �F ,a oaTq''•''- ti 41�50&/&3 ===< < <J<DRAWING> > > >==============[ 003219 ]--------------< < < <HARVEST-HOMES> > > >=== -------------- Customer : BROTHERS-CUSTOM Wed Jul 31 16 . 37 : 14 1996 Project #: 3218 Truss ID : B Family # : 10� Span 19-10-8 Quantity : 1 Top Pitch : 7. 12 =.saaasaaxaxassasasasssss=xsssssaaasassxxaxxx==xssx.===sssssxxox=xxx=xssssssxsss NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard able end detail 3 -Continuous bearing provided alon entire bottom ciord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted 5-1-9 14-8-13 1 19-10-8 s-1-9 4-9-11 4-9-1i 3-1-9 4x4 3 Z 4 3x4 3x4 1 s . M 9-11-4 1l-10-8 9-11-4 9-11-4 L. HL TO PX:11-6-1 A. HL TO PX :11-6-1 LEFT HEIGHT:@-4-5 SPAN:19-18-8 RISE:6-1-14 RIGHT HEIGHT:9-4-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2*4 1650f1 .5E MRL SPF . TOP 40 10 LL.DEFL.@0=0.00 < L/240 WWEEBSCHORD:2*4 No53f915SPF----------------- MRL SPF STR.INC. : LOMB = 1 .15 PLATE = 1 .15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER M20-199.146 MANUFACTURED FROM ASTM A 446 GRD A GAWANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT. SYMdETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, 9OCA.TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. OF NF;y v 4 - �Qp 1./63 ===«•i<A.C.E.S Version 7.2>>>>—[ -142-2-2-'�—]=_=====««HARVEST-HOMES>>>> - -Customer : BROTHERS-CUSTOM Tue Jul 30 16:22:33. 1996 Project #: 3218 Truss ID : D Family # : 201 Span 5-11-8 Quantity : 19 Top Pitch : 5.5/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR NITEK INDUSTRIES INC. 1-2■ 0 3-1■ 0 1■-427 3.50 2-3■-266 3■-323 3.50 (SYMMETRIC PLATING TURNED ON) 5-11-8 5-11-8 1X4 2 3X4 1 � Zx� L�A6�c.errs. `r 5-11-8 , 5-11-8 L. HL TO PK:6-6-10 LEFT HEIGHT:0-4-2 SPAN:5-11-8 RISE:3-0-14 RIGHT HEIGHT:3-0-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.668 TOP CHORD:2*4 1650fl.5E MRL SPF TOP 40 7 BOTT 3-1=0.142 BOT CHORD:2*4 1650fl.5E MRL SPF BOTT 0 10 LL.DEFL. < L/240 WEBS :2*4 No.3 91 SPF STR.INC. : LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 PLATES ARE NITEK N20-199,146 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYlMETRICALLY(EXCEPT AS SHOWN)OESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91 J.HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. of Nev 1 , 0 1 V, A ,0 Cp1�, �► R Pv E t -__<-dL<A.C.E.S Version 7-2>>>>=------ [ 2a-3.0-I] ««HARVEST-HOMES»» . Cusomer : BROTHERS-CUSTOM Tue Jul 30 16:23:32 1996 Protect #: 3218 Truss ID : G Family # : 104 Span 24-0 Quantity : 6 Top Pitch : 7./12 TOP CMORD BOTTOM CNORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.- 1-2--1904 5-6- 1630 2-7--452 1--1456 3.50 2-38-1645 6-78 1116 3-7- 635 50-1456 3.50 3-48-1645 7-1- 1630 3-6- 635 4-50-1904 4-6--452 BOTT CNORD SPLICES:6-7■3X6; (SYMMETRIC PLATING TURNED ON) 10-11 6-2-13 ,i 12-0 17-9-3 24-0 6-2-13 5-9-3 5-9-3 6-2-13 4X4 3 1X4 1X4 2 s 315 3X5 3X4 314 8-1-14 I 15-10-2 24-0 8-1-14 7-8-5 8-1-14 L. HL TO PK:13-10-11 R. HL TO PK :13-10-11 LEFT HEIGHT:0-4-5 SPAN:24-0 RISE:7-4-5 RIGHT HEIGHT:0-4-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.603 TOP CH0RD:2*4 1650fl.5E MRL SPF TOP 40 7 BOTT 7-1-0.535 BOT CH0RD:2*4 1650fl.5E MRL SPF BOTT 0 10 LL.DEFL.07=0.09 < L/240 WEBS :2*4 No.3 91 SPF STR.INC. : LUMB - 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 PLATES ARE MITEK M20-199,146 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AMD TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Of NFk� vc 0614' y L FORM #SGc-006-030996 END DET '' ' DC Sim 4e ~+-; :� WAt� !r.H T = FT,., I MPvR T ANCc 1, Com•'CL Z:. t'. =ACCNAL CR L� G R,10 T RLSS AT 2�' O.C. it TC TAELZ- ° .+"W aXd 1/7 P: ACCO 5r.'Ek i m*LNC-1 1 12 VARIES: TO CCMMON T r'==' ��'� i $ j! M(' LA-i--:RAL A A BRAC.vG AS R=te 3X� ESC.' WALL�y _ U 1 rMENCi S T RIP CX LATrt SPAN M MAT Cri CC-MMCN TRUSS. TYPICAL Z(i L-RACE NA =: TO LA.c.AL SRAMG NAL-N' C :CHF—LLE 2x,` vemxALs 1,!/Sd NALS, S* O.C. Vtr j. r=MMT. ` # NAL =,T Ce S j ` .CAL L4' TC T-8• ov=, LP r:. tAA�'M VS�:i__CAL_STUCS H`GI- . ,SFAMG OFVST-:CALS j WI T r.CUT BRACE j WrtK LATERAL BRAC j WLirt L .'.ACE j 4-3-3 j 10-i0-12 le Dc.-i O.C. 9-5-= j 2!' INCA O.C. j 3-4-11 ( 7-3-3 MOTS: Lam. HAD W9 G=� CR 49 WH WDC LOA,C. 2F�+PVI. . Cr."' = i1�5 GR.iL11}IG TC;:CN i SCR !"/cJw�1�N�id�AL:_ 1-=-Gr.: G 25 eF ,/wANc 1L/2-ems�OpS:L C�r'"G FOR W.AC�+..NG�D T A 1TI!O1�Kf��� RU .. fe--,A.CN 5��/� _10M M-cm OF V/"G` � 4—,RAc Y .7i'.7.w � R i1�1.1111WAL ,iKiS3 OCT.1. C imss ANC WALL TO Se P'.OVI m 3Y PP.C.e=T E'iCMEER COELLT M G. AFC ►c-1 CR eIGy EER F . OR ARM-M EC . 1 . ,.RAR7 AtC . i BRAC-G OF RCOF SYS?'. :'INIM M GRACE OF LUME_S c LW 2c4 STUD SPF r: EC. 2X4 S T UO SPF G'cC Wazs 2X3 STUD SPF -.1 LC:. IG tPS=; C j R, Itc32 x TG? 50 I9 DRAWN BY : J8 =U, ,CM CM a le C.�_"� 7 S" : JA? 4 o p -.CSG 2- Irc:-t O C. R=. S' YES MiTek IrsdLs..les Inc. � P� ~ies ir.: OR ANY nau,m Y 'AL Or AW ►.. . .. V4�c cttion wfm few MUS �., W�►TSR gvprLY Al�ll�N Np�F.k t's.i99s. ow• o1 t, TWO StRV;EY OF IWO LOT 24 'TOW POW E ►TA nM SECnO#V C " MW OW Qr OffM4P Na MV AT SOU THOLD walk Ip �' TOWN OF SOUTHOLD vTe. 4 oo[.s SUFFOLK COUNTY, N. Y. 1000 56 - 41 2 .8 Scale: 1"z40' .IAIM 411996 wne /9, i99& ( SCDH5 MW/.Ilb^ PZRdDT FOR ApnWALWCOl�! SINGLa RAM LY gXMWW=dMv WRA * }. DAMAN S ©• o APPROVED �. �tN v�ell�n'g FOR oc well C P MCPMM THREE YLMM FROM DAT$QFAll1pA/,A,L The locolkw of and c showw hew 000 are from herd obsw vo#om cm.m. - TQC and or fto "o obMW !tort: al"m 'If NE ' M , t = 4�, 0 s+¢ !e ve -10 10. OR Ie w 90 is STA sUFFot It COUNTY DEPARTMENT OF MEAL.TH SERVICES S FOR APPROVAL ,- +' OR APPROVAL OF Q/K.Y COAS MoAtTM OF SIAMWACE SMAft 1ro <9 bis ,t' Iff 3 l9 ( ` �rt YS FOR SWE FAMLY M VICES , A1C IMO. 4 acrd SIM fk sw hi+y9A 1"'ok OW on meR10-96-0051 S pernW to sail. DATE BLDG.DEPT. (314v 7lf3 - 4 TOWN OF SOUTHOLk - P. Q m APPROVIED !�'t30 TA'A � STREE IT M(X.D�, HF�N 98-18 1 top ANY AL MtA roAiw r Von of OR ?'X00 ��c N• Selo TQ' SURVEY OF � LOT 24 �.OM POW ESTA TEA SEC RON OM'" /t3 � ALED DEC 27,XW MW MO W37 * , A T SOUTHOLD TOWN OF SOUTHOLD Well a 'Do SUFFOLK COUNTY, N. Y. , . 1000 55 01 - 2.8 Sole: 1"=40' .Man& 4, 1996 � < � z Z6g' , ,J ne /9, l99� ( SCDH-S rOVOS'O^ ) P 1 Oct. 2/,/996 (foundation) 'Mm ' *oil atwell"', gr ive/� ty� so't C P The /occr bm of wok and cesspools sewn hsrreon ars from Aww o,Dssrrolhm Cgmrfm TO, and or hom dale orb d"d lron+ offers. s.e A � VA OF may,, VIM 1 �► . AN=ago AAs SrAMM~ RW AePWML su o�uca� a�waEs :. r w �► t IM=AMA" FOR " AA ,lr' �' DATE . RIO-96-0031 sw / ;Y. NO. 49618s �i�NM d dw JyM M W. No. IAC 1516) 76Q A O ,BOX 9 C.p .1234 TRAMER STREET Q SOUTHOLA N.Y 119V 96-181 OR. SCDHS. Ref.# RIO-96-005/ my ALrmAraw on Ac nT x ro rmw SURVEY 9 A tnoLArm OF SECrMaf VF TW ACW YOW SrA TIE EWDUrZA LAW RE� 0 8AD NAP OR Gpftt n+rf a« 81EAL OFsLRVEYQR Lot4G G w ARE Ms O' Apyrligma Y ro cowL Y wiw SAD u w rw raw 'AL nDw DY' y9 "r tAAF.n DY BALL=10AS � C AM 65.11 cn �IIiOtAi lr-TO~AA Tr Aff NOr N Q�L�KE MTL7xl�LA 2 O �RAI00• 3?D9C 0,(7 � _ V a` ' 1 to 38•!50 E' N• 10 o P SURVEY OF �\t 4 > LOT 24 �► `i3 '`LONG PCW ES'TA TEa SEC TIM a*" ALED Mr.. 37, 6 Na W97 - a 3p AT SOUTMOLD TOWN OF SOUTHOLD well W - SUFFOLK COUNTY, N. Y. Ws U 11.4 {"� 1000 - 56 - 01 - 2.8 Scala: 1"=40" � P p.5 z June 4, NO y' 1 2615,11' JvAe l9, 1996 ( SCDHi tevis,o� ) < Oct. 2/,/996 (foundation) A� m i t c, O Jon. 28, l 99 7 ( Final ) � 8lL_FF04C � ONt,.Y`I'7t$ERVICE:S SINGLE FI>WL �• W• Appravvi o1 Cwoh ftd Wod e 10'38 or,ell Wit Jan S. %W*- j'WXVor well } Y waprodm The locallons of wells and cessp amWed byjSo be shown hereon are from hWd ob: vallons and or from data obtained from rs. .CEIRrA TOO `lR A. .� Q►p, AVA oma crWMMranA AVA AREA = 40,143 sq ft ELEVA WM MW WWWWW `7�FLE INSURANCE COMPANY ro AN M n," am fang with the STAMQARDS FAR APPROVAL �44�0 AMO CANSTRW TION OF SLOSWACE S EVADE OAS PAL SYSTEMS FOR S VELE FAML Y I9lp ArS . LIC. NO. 49618 8 a"* T 00 ona wom "l forts A wk Old on Me PEC EARS, P.� �h of Health S Pel to cowlewl. Promor PO. ox " C,P. l e3o TRAVELER S77*ET 0 S0UT/MOLD, MY. 11917 96-181