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HomeMy WebLinkAbout27724-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28250 Date: 03/06/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 9785 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 1 Lot 1.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 9, 2001 pursuant to which Building Permit No. 27724-Z dated SEPTEMBER 24, 2001 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 COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. (MANUFACTURED HOME) The certificate is issued to CAROL P SCOTT & CHESTER CIAGLO, JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0095 01/14/02 ELECTRICAL CERTIFICATE NO. N 585668 02/11/02 PLUMBERS CERTIFICATION DATED 02/28/02 BURT'S RELIABLE Authorized Si ature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28251 Date: 03/06/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 9785 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 1 Lot 1.6 Subdivision Filed Map No. Q Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 9, 2001 pursuant to which Building Permit No. 27724-Z dated SEPTEMBER 24, 2001 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 ACCESSORY BARN AS APPLIED FOR. The certificate is issued to CAROL P SCOTT & CHESTER CIAGLO, JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized Si ature Rev. 1/81 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. 27724 Z Date SEPTEMBER 24 , 2001 Permission is hereby granted to: CAROL P SCOTT PO BOX 1356 SOUTHOLD,NY 11971 for AMENDED 10/4/01 NEW CONSTRUCTION OF A 3 BED. SIN. FAM. DWELLING W/ 2 CAR GAR. &ACC. BARN IN REAR YRD AS APP. FOR W/PLANN. BD. CONDITIONS 2 CO' S REQ at premises located at 9785 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0001 Lot No. 001 . 006 pursuant to application dated AUGUST 9, 2001 and approved by the Building Inspector. Fee $ 1, 410 . 00 Autl"ro-rizeZrSignature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD I !r_ LC 11 l5 rl9 y BUILDING DEPARTMENT TOWN HALL 765-1802 ' APPLICATION FOR CERTIFICATE OF OCCUP Cyrr"V -' 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 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 pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. 1 - 3/ -02 New Construction: V/ Old or Pre-existing Building: (check one) Location of Property: �1 S 5 f-VNQ &VV 1 tw P I House No. Street Hamlet Owner or Owners of Property: C►Aes+e r L• C aR I o Suffolk County Tax Map No 1000, Section 1 o da Block $ Lot b 1 1 • (o Subdivision b-e-"4ie k CL T_o_j M Filed Map. Lot: LI Permit No. •0-7-1 a 4 Z Date of Permit. 9-41 O 1 Applicant: --PA6 yVAS..a. M e R-r y Health Dept.Approval: 0` p t y 009 j Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: o e) Fee Submitt : $ g5 .00 n n � Applicant Si ' t e Form No.6 _ 194,W TOWN OF SOUrHOLD 6 Q2 S 4 . BUILDING DEPARTMENT ' TOWN HALL 765-1802 n cra,'ii?OLD 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 I%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 y 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 pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existilig Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 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: ` (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section _� Block Lot . Subdivision Filed Map. Lot: Permit No.3-)-),-) - R Date of Permit. -2-q C!` Applicant: Health Dept.Approval: Underwriters Approval:, Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S p p Applicant Signat THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1000276 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date FEBRUARY 11,2002 Application No. on file 14004902/02 N 585668 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of SAMANTHA PERRY, MAIN BAYVEIW ROAD, SEC# 1000-88-01-1.6, SOUTHOLD, NY in the following location; R1 Vasement IN 1st Fl. O 2nd FL GAR/OUT Section 1W%lock Lot was examined on FEBRUARY 01,2002 and found to be in compliance with the National Electrical Code. F RI4<ECFp1ACLE3 'FIXTURESRANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLRt$ k OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. 8 1 4 6' l 2 DRYERS FURNACE MOTQIt$ FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS gEll UNIT HEATERS MULTI.OUTLET DIMMERS SYSTEMS AMT. K.W. OIL N.P. QAE N.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET AMT. WATTS SERVICE DI$CQNNI:CT NO.OF S E R V I C E IAETI<R NO.OF,V COND. A.W.0. A.W.O. A.W.0.' AMT. AIAP. TYPE EQUIP. I ZW 1/JW J �W J �W PER a OF CC.COND. NO.OF HIAEG OF HI•LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: MODULAR HOUSE N.Y STATE APPROVAL,-1 19-143132-1 MFG-HAVEN HOMES SERIAL # 9077-1 G.F.C.I:-1 FARRA, THOMAS LIC.#4308-E 190 WASHINGTON AVE. MASTIC BEACH, NY, 11951 GENERAL MANAGER 11 Per This 4lfGl I(�,f114S1 il�If .q1►V rognner,r*tym to She olflse of the Iloprd K incorrect.inspectors may be Identified by their credentials. E' 1VIs COPY 60 CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. 1195099 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE ' BUREAU OF ELtECTRICITY 40 FULTQN $TR$$T, NFW YORK, NY 10038 Date FEBRUARY 11,2002 application No. on ale 13332301/01 N 585672 THIS 09RTIFISS THAT only the elfccoicul equipment as described below and introduced by the applicant named on the above application number is in the premises of CHESTER. CIAGLO, 9785 MAIN BAYVIEW ROAD, SOUTHOLD, NY in the following location; M Basement © lst FL El 2nd FL OUT Section Block Lot was exam*4 on FEBRUARY 01,2002 Vnd found to be in compliance with the National Electrical Code. FIXT RECEiTACI '$ Fi R N ES COOKING PECKS YENS DISN WAS RS AST FANS O NT QTXER AMT. K.W. AML I K.W. AMT. K.W. AMT. K.W. AMT. M.P. DRYERS 'i U70 WA 0 0lf0100; F*99 APPLIANCE FEEDERS SPECIAL RECPT. TIME CLOCKS SELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMR. K.W. Q14 ".P. KP. AR1T. H9. A•W.G• AMT. AMR AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET W. WATTS' SERVICE DISQQNNECT NQ_QF S E R V I C E AMT. A P. TYPE gW 1 �W !dW J$IW NO.OF CCCO A.W.G. NO.OF HIA.W.G. NO.OF NEUTRALS -A.W.G. FC a OF CC.CO'.. OF.1496 OF NEUTRAL 1 200 CB 1 X 1 2/0 1 1/0 OTHER APPARATUS: . JIM SAGE ELEC. INC. LIC.#3635 L L, PO BOX 38 GREENPORT, NY, 11944-0038 GENERAL MANAGER 11 Per This c9dit9to MY$Wit,. 10 ling m9m or;T9t4m to the 9MI94 of the 89prd If Incorrect.Inspectors maybe IdonfiW by their credential$. THIS r. COPY 0F CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. Town Hall;53095 Main Road 0 Fax(631)765-1823 P.O.Box 1179 ,ji Telephone(631)765=1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �-- Building Permit No. 2-7W- YE Owner: C RK C I 4 6-i-o P el-q(Z y (pleas print) Plumber: T S �p LI LLT (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. C! r (Plumbers Signature) �t 0GAF>4 SCG Ll..r,'—=K( Sworn to before me this 4-z--)r Su rts T��A( ,3 t,e day of ���3,z'1/p,� , 20._ Notary Public,e�� County NANCY A p Notary Public, State of New No. 4940985. New York Commission Ex •Suffolk County Pires Aug. 15, �cxks� KRAdad27, rTown Hall, `"!fir^[D o P• O. Box 1179 W Fax (516) 765.1823 Southold, New York 1 1971 Telephone (516) 765.1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Building Permit No . Owner: !�?il. C!¢Q,�}et Cil ,J2, (please print) Plumber: /yOc-ff, pWk n/,,..If. _ Vv Ivs ice' (please print) I certify that the solder used in the water contains less than 2/10 of 1% lead, 4rsure) PP1Y system Plumb 1'1 Sworn to before me this -41 day o f !r'r'�rr��ie..+ 19 0 � Notary Public, County Nota NANC A, PESTER Notary Public, State of New York Commisson E$P a Aoug. 15 n FROM QUALITY CRAFTED HOMES PHONE NO. 516 726 6432 Sep. 24 2001 02:21PM P2 h'=lir^ctJJl v�,�•c� ���.c� �+JIi;rON :vG.�r:. STATE OF New YORK QCPARTMENT of STATE 4 l STATE STREET ALEANY, NY 12P31.000I 0ANDY K. CAMELS S¢CRRGw or 5r� September 4, 2001 Mr. Mike English Haven Homes, Inc. Rte. 150 - PO Box 178 Beech Creek. TSA 16822 Re., Approval No. M0319-97-ODG &faniafacturer No. 0319 Dear Mr. English; Your request for extension of the expiretion date of Factory Manufactured Home Approval No. M0319.97-006, applicable to-one and two family dwellings, is subject to the condltlons of the initial approval. The manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period also comply with the current requirements of the NYS Uniform Fire Prevention and Building Code. This extension will expire on October 1, 2001. A copy of this letter shall accompany plans or specifications submitted for s building permit and be dammed a duplicate original, I am hopeful that you will find this extension of assistance. Very truly yours. ergo E. Clark, Jr. Director. Codes Division ��- WOW.7os.STATE,MY.us • E'MlJL: uwfo®0G2.5T&-?C.TT,US .c.••.ca.rs. TOTAL P.©i 22 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: y_/$/O1 .DATE SUBMITTED: APPLICANT NAME: ori'/0-i SCTM# DISTRICT: 1,000 SECTION: BLOCK:Q1 LOT: - STREET: QrIIJ �� 4� �j,a$j CITY: SUBDIV.NAME. PROJECT DESCRIPTION: � W r Gam, ARCHITECT/ENGINEER: );e:m WgE-�c FAST TRACK? SPUD N 53-02-S0i3-D SINGLE& SEPARATE CERTIFICATION-REQUIRED?__ 40_NOTES: pA_. ,//Z/$ad s. LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30;1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A n6riconforngat any time after 7/1/83) ZONING DISTRICT: A - (' CONFORMING? o/ REQ. LOT SIZE: ACT. LOT SIZE: `REQ. LOT COV. �d L ACT. LOT COV. REQ. FRONT 6 PROP. FRONT� Z REQ SIDE P= /gam ACT. SIDE REQ.REAR_ /PROP. REAR:�&O 8 WATER FRONT? DES RIPTION: PANEL #: _ FLOOD ZONE: , f2ovK AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS RE U D: SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED ft DTE: l fo /a/ PERMIT#:RIO- 01-00,9,5' NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: Cm o TOWN HISTORICAL PRE (SPLIA): YES or DAI�GA�JS wiw�w ` � NYS ENERGY: YES OR N6 Nn Ndr-€ � Lam" e fid J EGRESS (18 H min.. 4 sq total) x 4%) LIGHT(SQ. FT.x E%) . BUILDING PERMITS OP /EXPIRED: BP -Z/C/0 Z- , HAVE PRE O'S : Y O N BP NOTES: s �� a n►v4 ? e • DC4e rek-rglf' � ®� yes•�.� G �� < <4sc 12- FEE FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR :)-�(' SF SECOND FLR :�6U SF INIT OTHER TOTAL TOTAL: O SF FEE FEE FEE 'OT SF)- .v SF)= SFX$ .,90 =$/o// � ! r GSC 4I. /06-o -sson-30 =��f f°jV� -149 fii��= IWO over l 1614 //► / c _ /� I ) �C�•p� (O Collo,-.1 �w vr� O J /fG� Y" X65.1802 BUILDING DEPT. INSPECTrOUGIN [ ] FOUNDATION IST [ PLBG. [ ] FOUNDATION 2ND [ j INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & RIMNEY REMARKS: 42 DATE � 6 INSPECT BUILDING DEPT. 1 SPECTION ["] F NDATION iST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CFIIMNEY REMARKS: )Vot577 �..GCk,.�,�c.�-1� T Uy DATE PI INSPECTOR e7 tj� 4� suu.uiN6 oar. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I 1 FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: o Le DATE � � INSPECT M-1102 BUILDING DEPT. INSPECTION FOUNDATION IST • PLBG- FOUNDATION 2ND INSULATION FIREPLACE & CHIMNEY Of— DATE INSPECTOR !��,6d i I i, - M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLB6. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY REMARKS: .Cm2 DATE INSPECTOR ,T65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL [ ] FIREPLA E & CHIMNEY REMARKS. ' U DATE D 07---�SPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE 2���2 INSPECTOR ;�47ZZ, / ass-seo2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS CATION hFRAMING [ FINAL [ J FIREPLACE & CHIMNEY REMARKS- 16,1, -z- DATE � v INSP O =-Ill Moll 11/.li 1_I 1 1 -AIIJ L :1 SAM' - I 1 .� � � ."4 •r �c r , A -Wl� W.W.W/ M �� ✓.tL/ ��. _�" _moi �i� �i . -21 1�� SI M � 1 $ �j _• 1WWI / •_ iii � s � TOWN OFSW LIOLO IJUu L)INU PhXMI1' Aefl.iCA ITN CHECKLiS- BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL ---Board of Health SOUTHOLD, NY 11971 -4 sets of Building Plans TEL: 765-1802 --Survey PERMIT NO. .2-7 72¢1Z Check '�-Septic Form N.Y.S.D.E.C. Trustees Examined .T ,20j1[_ Contact: Approved 9 ,20±_L_ Mail to: Disapproved a/c Phone: 2 r oV f Building specter r;_PG. APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule, b. Plot plan showing location of lot and of buildings on'premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout'the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupan 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•a'lterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housi o e, egulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of a icant or na , if a corporation) 175 Montauk Water Mill,NY 11976 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder Builder NanLe of owner of premises C'arnlgco +- & Ch liter'Ciaa1 o Jr (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 3325P . Electricians License No. 2523E Other Trade's License No. 1. Location of land on which proposed work will be'done: Main Ba iew Rd Southold House Number Street Hamlet County Tax Map No. 1000 Section 88 Block_ of Subdivision Deerfield Farm FiledLot 1.6 Map No�6103C0166G Lot 4 (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .. b. Intended use and occupancy 1 ci flPnrP w;th CJ�.q�r'sr'ch& rear deck Nature of work (check which applicable): New Building x Addition Repair Removal_______Demolition Alteration Other Work Estimated Cost $ 200,000 Fee (Description) units 1 (to be paid on filing this application) If dwelling, number of dwelling Number of dwelling units on each floor 1 If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. - Dimensions of existing structures, if any: Front _ Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front _ Rear Depth Height Number of Stories Dimensions of entire new construction: Front 66 Rear 66 Height 27' Number of Stories , Depth dg Size of lot: Front 100' Rear_j j3L , Depth 671.31' �. Date of Purchase_ April 2001 Name of Former Owner M[�rart-hc� Zone or use district in which premises are situated Does proposed construction violate any zoning law, ordinance or regulation: no Will lot be re-graded yes Will excess fill be removed from premises: YES O 4 :. Names of Owner of premises cbestor c ..,,,,, r Address1825 Main Bayview Phone No.531-765-Atic� Name of Architect Haven Hanes Inc . Address Beech Creek, PA Name of ContractorQua ity a t Hanes Phone No 570-962-2111 Address ater M� � NY Phone No. 631-726--9707- Is this property within 100 feet of a tidal wetland? *YES NO x • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Provide survey, to scale, with accurate foundation plan and distances to property lines. r If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. -ATE OF NEW YORK). SS: )LINTY OF j Thomas J. Melley being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, He is the contractor (Contractor, Agent, Corporate Officer, etc.) paid owner or owners, and is-duly authorized to perform or have performed the said work and to make and file this application; t all statements contained in this application are true to the best of his knowledge and belief, and that the work will be formed in the manner set forth in the application filed therewith. orn to before me this _ day of Al uG U-4 2001 otarvCp0 MLERMo Signa of App icant Notary Public,State of New York No.01 PA5069210 Qualified in Suffolk County Commission Expires Nov. IS, Z L JOB No. 01-18 TAX I.D. No. 1000-88-01- 1.6 = ' Ips: ALL DISTANCES TO WELLS AND CESSPOOLS a„ ARE BY LOCATIONS FROM HOMEOWNERS, FIELD 4jOBSERVATIONS, AND EXISTING SURVEYS. SINCE MOST ARE NOT VISIBLE ONION THESE DIMENSIONS ARE NOT CERTIFIED. coo s 0 O N� o NES 19.3 fm % D' o D. tt N N 7 cFa�ENN F� TGe �mm OZZd'E 6113, ANTPCR14 ISO,- IA N 31.2 N S O \+ FNf' 153 6pp^NTA9 N�SZOEk�_ 16o'R,1D,U9 �° o 141 Ocr''N � e9 ppPROXS25 / / ' 281f}1OTN JP°xt O � y, 161 S 52°43'18"W 148.76' _ J�OPN 11.9 ' / 1 260p0, 4;C// g42'2449� BE BY R 1O 12 1Y \ o AGOWREO ,3 q V PGPNS ' \ B \ WEU- Wes 13 e \ O SE51 NOX "X ��...--_... _ �A C i i 12 -if1 SERVICER wF WIZ SIIFf'fll " couniT1' DE. +' Oc0RE5 'NVILL Pg,E:C7:7 EOI'G.0:G;'.•'J•n.s L:F L`.:b15'i":lfl:':;OPd FOR A °1P7PLr E'FlL7T.7"7 6iS3'd/CN�C� CONI-Y ZONEX Y OM p� ZONE AE FLOOD V:fVA ED EIIAW Ns CE PAV S. Z WTEST HOLE AS PER MAP OF SURFACEELEVH-tf CXPIF"r 3 DEERFIELD FARM WATERATELEP,1-4.9 FIRM MAP No.3610300166 G , OF fl SUBJECT PROPERTY FLOOD ZONE X D1• DARR BROWN SANDY LOAM a m 25• sM BROWN LOAMY SAND ELEVATIONS REFERENCE TO ` ✓ Z BROWNF9JE TO COURSE FIVE EASTERN TOWNS TOPO MAPS " A SW SAND WRN GR VEl !d r `V 95' umumowetlbnlbn or NtllbnbNY Eoeumxrt Y•uIDl•mnae•caon Tta J an.nrwYah 6YIr B°.omn�. SURVEYOF: LOT 4- '7- WATER IN ENE TO COURSE uubmonr n°bbn nu••n Na rvn om,muu P—nnM—i.p"pM Q SPG sw SmDWITHORAVEL tiara ema Wim.an: YNo fro YR Yb MINOR SUBDIVISION OF NE,IV 1T N� ...99" YmIYbW�i•r.mY�.e DEERFIELD FARM �f• ro n.an.nlmexi..wlaw.n,w.en6nm.ww".bm.pmpM�b•••" BAYVIEW; TOWN OF SOUT14OLD - qP y n.•pcmoor...nYv..nem.aom.m na Ynew baulbb..naYna -•�"'i" oERnxoGRAF ¢ n Yn9 ..` ""' ma• "°•o'•°°bb"""° 'r•m "r SUFFOLK COUNTY, NEW YORK m.mYmna Y]Maxmyr•nYn�mniY ani°r • .nv,. ..nmm n DATE: 3/26/01 SCALE: V=50' }4 . z CERTIFIED ONLY TO: DESTIN.G. GRAF. x oo SAMANTHA PERRY '9> � LA,ND,,&URVEYOR 1 N QUALITY CRAFTED HOMES " r. "," /3 WOODLAWN ROAD 1 K ?J*T, N.Y. 11778 BY DESTIN G. GRAF N.Y.S. LIC No. 50067 :; '• (631 )821-3442 olmy TAX I.D. No. 1000-88-01- 1.6 JOB No. 01-18 .. NPNGNSON N4 CAN Nh NpSK T 4 fm oT P lap O s ° m N�OENKEP' $, %m m 00, N5,0222�E CONC FOUNDATION 1s6 h 510\116 1a° N 14.1 N i 6 o + . OS, �PROX 57.5 128 1 68 \b O 16.4 N \ 15.0 \ \\ 1 + S52°43'18'W 148.76' ot2 1 260:00' dV . \\129 \ o 542"2440* PROP�OBY Kp1Z ,� �� \ a POOU Vol \ 11.9 11e\\ ZONE MA VLppO OM�`�p ZONE AE FNs SCFd-ECEFipTE �• R\ INSU m Z m w FIRM MAP No.3610300188 G y, SUBJECT PROPERTY FLOOD ZONE X £ -GC m G ELEVATIONS REFERENCE TO G FIVE EASTERN TOWNS TOPO MAPS un.wru.e rw.uon apanpn mmb aaumemb.ma•wn a sec"on rzov -.I SURVEY OF: LOT 4 Q MINOR SUBDIVISION �Q m.«.�unnm•.»4rr am.imem°mmwm"=�•wwau.mm mw•ambmwm.Hna»•Hiyme°ia.nn".r.n1nH»u«.mta»» DEERFIELD FARM OF NEW I.O9 TMlaeap"m�irminxmeim rv.m»wun.mm.am»m�m»•a L 3 Tool P T- 1«..o«w�w,•»wH».»H.�«.»"aHn."e.emH•n.e».«aw,a BAYVIEW; TOWN OF SOUTHOLD OCT h� DESTIN G.GRAHoer iw•nmpwib.Hoa• n•»+ °wwvw•.eenmmemnne.«.ma"» ,IJ F ¢ Md4oabma »rm» armm,e».« am•»� SUFFOLK COUNTY, NEW YORK r BLDG 1)�Pnro Q DATE: 10/12/01 SCALE: 1'=501 DE ew y�x CERTIFIED ONLY TO: DESTIN G. GRAF QUALITY CRAFTED HOMES LAND SURVEYOR ' IrI„ SAMANTHA PERRY 73 WOODLAWN ROAD ' ROCKY POINT, N.Y. 11778 BY DESTIN G. GRAF N.Y.S. LIC No. 60067 (631Bei-34az ) y • L Ra i �I REG 1/8101 TAX I.D.No. 1000-88-01- 1.6 i JOB No. 01-18 CERT „I NSON G 1t1 NPV i \yf�0.f5 k R M1 OSP -1 "k NµgP F t<! k r nra r- D� 131 SOL .� v ,Zp"E 61 116 "c' op I p-y NIF g1O svo- Iso Ws ' GFp' Wd3k' I . OOGRso � �PaDX325 / , 12.9 tieb 5a �„q•1�10 , �P"' 1�y� AG tel ,59 N / V3 Z Q / 552"43'18"W,148.76' ,1q - 12.9 Ste. gAgovinEDex KATz ��� 1 'o - 119 YG �?n�� 3 =5 ^� III M Ila 0 co,.� off'�`T WELL � or ,c rc&E"Atd {' FI-001) BOt000 ZONE AE FEf ASSGCA4E ? TEMP' �n •s EHp' Zi a 05Ui� f,.! Z b TEST HOLR AS PER MAP OF SURFACEELEV*I-tf <+? DEERFIELD FARM 103 wAtER Ar ELEv a-4s• FIRM MAP No. 38103C0166G �4 SUBJECT PROPERTY FLOOD ZONE X •`! m i 2S MOWN IR Ln�w SAnoL ELEVATIONS REFERENCE-TO ? Cn F1VE EASTERN TOWNS TOPO MAPS `` �r MR FINETOCO1RiSE }' sw SANDW GRAVE 9.5 U�.utlw,bEalMtlMaW4lw,m Nb tlewmxn Y.wbarn M6Non Ylpa Q LOT S� am.w»wael.I ea.wwe.. SURVEY OF: r 4- gllYilbl.YtlpYpt4.alq\II e1�n tlV/pm.F.WI mI 41-1 - � CIO,,; sw ' wsnno�wmiG�wveL�se wa,N.t.wpm+n.lw�:lo.In�lw..uo..r.Q �—wbaq.�.E 1UIINQR SUBDIVISION DEERFIELD FARM �pF NEW iNOX.4faOWUYA?MlawflYulOM1al,wuNm><bN.amaW n�+n- y�AF VFGR. "r©tltRN"�✓. Y1✓�+ '1 �V LD' - ••1 p�` M.ywYk W0.A..N u..ml11W�M1mm MInWIMYb GW»IM ntlUntl p� -I M1���4q Wb,pYY,pbl.pnMp.M1n..�lbtnmbW.bW amrymM1n j g� DESTINO.GN�F � im.rmwromawnMamr«..m.ma�m,n.m.:la.w:,,.nro 'SUFFOLK COUNTY,-NE1A(.YOQIC,V=50' c�m�sa DATE: 3/26101 SCALE' m CERTIFIED ONLY TO: cARrt P.'scpTT DESTIN G. GRAF SE J� CHESTER L.CIAGLO,JR. LANUS.URVEXOR- LAWYERS TITLEINSURANCE CORPORATION N73 WOODLAWN ROAD M&T MORTGAGE CORPORATION' ROCKY-PGMIT,i'N.Y1:11778 BY DESTIN G` GRAF N.Y.S. LIC No. 50067" (631)821-3M2 ;c q �A'_ % ",'� , , �"t", - 'p""' 11- iii"'�� F, 14 Y, r, A Iipt. Lf 1 f T I:D. NO.: 1 4.6 _jot�No' 01 AX Z 7 lC 17 uh GOarp G "top ell 15d I6T FRAME LUNG No r 12.4 526 SEPTIC off' It 0, 0 16,0 S 52-43"IS"V11 148-76' T Vol W 260 lobe THE LOCATION OF WELLS;WATER SERVICE LINES, SEPTIC TANKS AND CESSPOOLS PROP "elpi O'Caust SHOWN HEREON ARE FIELD OBSERVA, 11A TIONS AND OR DATA OBTAINED FROM OTHERS. V" ZONE X OOD SOO ww 0 ZONE'AE Ft. FROM 5LOO SEPTIP LOCATIONS NS, 9s FAREOW. . e , v ifl -1 NwcCORNERA CORNERS fI SEPTIC 25' 27 CP LP 1 312 39 FIRM P No.36103CO166 G 03 LP2 4V34 w SUBJECT PROPERTY FLOOD ZONE X LP3 24 ELEVATIONS REFERENCED TO FIVE EASTERN TOWNS TOPO MAPS Ali 100 SURVEY OF: LOT 4 MINOR.SUBDIVISION DEERFI�Ld_ FARM OF NEW EW, TOWN OF'SOUTHOLD +' yaPKBAYVI GESTIN G.GRAFrnvwaamxn� SUFFOLK COUNTY, NEW DATE: 124341 SCALE`. =50' CERTIFIED ONLY TO: DESTIN,,G. GRAF r FNSE#0 0067 CHET CIAGLO AND CAROL SCOTT LANb SURVEYOR ION LAWYERS TITLE,JNSURANCE CORPORATION 73 VVOODLAWN ROAD MST MORTGAGECORPORA.TION ROCKY POINT,N.Y.1078 BY DESTIN G. GRAF631 )61�3442 N.Y.S. LIC No. 50067 0A 11 16 SUL. 10.c'1JL1 H:ItHI9 HHVEII HU19t� IYV.VI.VJ r. l � t F � vY STATE of NEW YORI� DEPARTMENT OF STATE 4 1 STATE STREET ALDANY, NY 12231-0001 RANDY A. DANIEL. .E=ecv.r.r a^srs July 2, 2001 Mike English Haven Homes,Inc. PO Box 178 Beach Creek PA 16822 Ra; Approval No, 031997-006 Manufacturer No. 0319 Dear Mr. English; - - Your request for an extension of the expiration date of Factory Manufactured Home Approval r No. 0319-97.006; applicable to a system fer one-and two-family dwellings, is hereby granted subject to the conditions/of the initial approval. * ¢dditicn, the manufacturer shall be responsible for assm'ing those homes or components ing insignias Issued during the extension penod also comply with the current requirements 001ithe New York State Uniform Fire Prevention and Building Code. This extension will expire on August 31, 2001. A copy of this letter shall accompany plans or specifications submitted for a building permit and he deemed a duplicate original. rx, �rrely, . G rob�/ge E. Clack, Ir, Dire' r Building Codes Division GBH;jj eww oa=,-rnr_,n� uc E-r.4i� urc.�oas ar.rc �n dous: C.- r,-l'S/all w."/r I-". • UNDERNIRITERS CERTIFICATE " �( P/y v 1� // T Pl .9 � - REQUIRED N T DS !, R FI[ti. s 0,. a o.+n o...,, o..r >.. � s . ,ATIO T B -4 -6iIW A 71 It N.Y. S TE DI G C DE APPROVEDASEM DATE• 914 -, B. . 27 >a FEE: A,`1e4-,. BT: R ISE K p TE TI .G TREATED DECK W'TIFY BULI.DING DEPARTMENT AT Decal 100E SITE 00I1T F -11=,2 0 AM TO A PM FOR THE �L R DVI E BY BUILDER/DEALER -+urrnR; ,UTIo;Is: AR . nr -nn1RED t. U LD N C DE— w Az V _ .. ..,.ON ,'. PIINAL . CCNSTRUCTION MUST 'E r" IDLE IE FOP C'n, P-� b_T95TF7UCTl Oi? SnA LI MEET 'CRE REOUIREMEt6T9' OF THE N.Y. STATE CONSTRUCTION & 27,HERCY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 24'-O' 36,_0, 4'-0' B'-f0' 10'-1" T-f0" 5.-3. 2421° 24210 B'-O• SLIDER 3046 OCCUPANCY OR PROVIDE ANTI-SCAN A D/OR BATH 3 e� II�E I� UNLAWFUL THERMAL SHOCK PR UE TING p = g243O W2430 �iMIIR30 D' L'"WLc;aS NO �Eyc. ,_— o �_ _),I„_—�H ` YttX�I�t�T CERTIFICATE DEVICES AS TO PART 9(2.6(K) E �7 _o; e ___EBf2 iC SB3fi_ %i u OF OCCUPANCY TOE-A-vEcmR NTzxR"srEo 'i'': N.Y. STATE BUILDI G ODE� w w 2/4 Ir-3 m fi f/2" 6'-4 f/r ELEVATE HEATI G < o e ars L BL m o APPLIANCES 18' A w = o } STATE LABEL ------ E5 FAMILY ROOM REQUIRED BY PAR w m - 5/B' TYPE 'X' FIBEGUMD a J DATA PLATE a 0) O If copT e-tUI3'n, is Used 717.3 ( 4 E } DRYXALL ID BE IrvsTULED m . � g pl DN DDIH sl Des Dr Xeu _ c 6'-5 3/6' for rn:a:ee dis, btmn TATE BUIL G w - AMININ6 HDDSE AND GARAGE ------ - SyHfo w 0111`U sha!! be N.Y.S g N , • C E -6, 01o- Only S = i ¢ w GARAGE ul<�_ 9i2le H K I T C H E N it�>zCIT'� O OT PROCEED W , LABOR ID DE SITE FF AN ING UNTIL SURVEY CDNST1121)BY TIE DlaGAS/DEALER 2.6• FLAT DOUBLE 2•X 4' PLUMBING OF O NOPTION LOCATION 2'S” FLAT MARRIAGE WALL 5' ALL PLUMBING WASTE ARcfiwar A BEEN APPROVED. 2/6 A9C6wev __ &WATER LINES NEED _ 1/6__ --- _ TESTING BEFORE COVERING LOSE- ______ 2. 0• OFFSW ° ITCHTO �- _ 20'-3• [ANDREW OIL PANTRY FRAMING TO FRAMING z DINING ROOM EwNACE OR I LIVING ROOM ;.; 5•-p• <' i 576' TYPE'X'FIBEQUARD o m 23'_4• ^.--.-.,-• - d FRAMING TO FRAMING 13 1' 01V�Et.O� T�.AITFNT OR � o PH DRYWALL TO BE INNTALLED I I'-9 7/B• 3 -7 3 -U" - ' 3' ' ON DDIH SIDES OF HALL - o ADJOINING ME AHD GRACE PF5LABEL - '�'� T79(-YE��-'r?,w �• .� •'. 9� Ny LL, TLI N 2 GALCOW 0y\E(Fv` Q.iL7�ir ,',:L =J i1.D Vc"SJ Iia, w I ; N 3 K 61/B" �aeDvf �°•'� rRArue euuDLRiA1=°wd�Y S"1'.:`.� lli' �.-: ' p � - nlsrutEo FIREHACE a e m c m c LL LINE OF LINE OF .• FX'• 5'0'WIDE X 5'G' HIGH �%' SS ' o, IIWALL ABOVE 9u •�.b 4A" Gi t 4 7 /O WALL ABBVE�\ FOYER IV w o - } c\3 o 95 ABOVE / pi;PvlmE K�om E N EWERnlfu( CS�tfA w ro ° D REQU16{ D Bw pmAAfi. 14 Of' i D N.Y. STCE gNlp�&OdAZ Eo = ¢ N 3046 3046 3046 3046 - e zwo .z, d mm <zp m 0ti 3 V !Lw0x3 ' t0" fi fi' 7`B' 1'-9' 3'-f0' w TAB � 36 -\L u z PORCH \ eW nzQ ;I 8'-0• 304fi 0'-0• 3046 9' 0• w > w LL AD v S` u. w oe w oe I Z x . -A U w d u AD w w 24'-0' m o u w u. z — x N < m W w W .-- Z LL w w j H N W Z 1fl N 60 -D, 'U w z o x r - rye .Y p o[ LL :m ~ V<- N fe! O N F 0 F L 0 0 � 1� � /ia � 3 u � - < o `D - UJ m O < LL 2 Y p NOTE. EMERGENCY SNITCH i0 FURNACE ID HE LOOMED INSIOF MSEwfflT STAIRWAY. THE FURNACE RUST IN AN ENCLOSED SPACE WITHIN THE BASEMENT z LL m z m z ARIA IN RUE[ FOA THE SNITCH TO BE LOCATED IN THIS STAIRWAY AREA, IF THE FURNACE IS NOT GOING ID BE ENCLOSED, THE OWLOERATEALEA MUST �z Y o LL m x o o < m NOTIFY THE HOUSING MANUFACTURER SO THE SNITCH CAN BE LOCATED IN ANOTHER AREA OTHER THAN THE BASEMENT STAIRWAY. o NIL, � � F- < x W 3 w _ �yvnP - k y . o N o3 d zo O w � ➢p ,� F CI` zm } w mZ m W m u x } • w < ttT) w � o�c Oma' C w EV- "oy 0 \ x < um wm�- = x o ~ orL < ~ o~eoo o[ LL CE, LL < p N d U U APP V L LIMITED TO THIS DRAWING 15 THE PROPERTY OF, FACT BUILT PORTION AND SHOULD BE USED EXCLUSIVELY MAR 1 3 2001 BY HAVEN HOMES, INC. W w HAVEN HOMES, ING, RESPONSIDILITY N LIMITED TO FACTORY BUILT PORTION N N 3046 24210 z 0 N w BEDROOM 3 OATH 1 uc OATH 2 W I 0 °L m -------- --------------------------- --- 10 .9. B' - 4'-11' 61/2' 5'-1• 7'_7• m e e m PFS LABEL RC i m 214 2/4 m o 4'-11' 5'-5 I/2' 2/6 2/4 69 n ____ Ir 24'% 3fi' % NON-AEAICATE6 WHO w ATTIC o, '� ODF, T-D' A F F FOP m _ E2 691L9EA 115i1UR 2/6 — e 9 1/2' T-(" — _ CARBON-MODONDE BIT m m p e ------------- ---- 1 1/2'x 20' HICB}LAM BEAM - 610" BYPASS- Gib --- — —— - — IN CEILING- EACH UNIT BEAM SUPPORT - < DOUBLE 2'% 3' BEAN BEAM SUPPORT m — o Q " o[ < U p w W U MARRIAGE HALL SUPPORT LINEN z < PES LABEL S FRAMING i5 FRAMING m BEDROOM 2 0 o mOp o _ 20'-3' m --3 -016'-4' _. FRAMING TO FRAMING Io 0 BEDROOM 1 I I 1 I b 13' t I B J L 11 I z 3046 �XINOOX BIAOEA NI6M 3046 304fi XO90X HEAR NFIfAT 3046 �XINOOX I¢ABI9IRILi17 304 � TO BE 7'-0'A F.f i0 BE 1'-0' I F F d 7'-B' 6'-6' 3'-ID' - d I - o 36'-0. m m o u m U O I II a F— 0 ® N ® F L ® 0 P, F' L A N N m z z L__------ --------------- < F < N < O z p z w w z z nI tV CONOL Z < m < U] W < W tl] l < LL Z S (l] W } d N N > Z Z F- N < o m a z o - m uw. s � mz wr- 3 � ooc a « - m > u Y61 } w < w < e ILS 1L ME q U X W �. ? W � d } � � S• LL W V z LUT 0 O U W S N < m w W ' W w p < 7 F N W Z m N 1 O = d < z F < N w r N 0 AIr:6y s: l, \\ I, x Do ULU gy S9m ". u; o o E zm } wp z 8 Jn 4,-- m utizm o�Gtit}9 S n". CA— M w N F w O z p w N < m w F O O LL F OC p p AAL IMITED TO FACTO CTO ILT PORTION TNT 5 DRAWING 15 THE PROPERTY OF, AND SHOULD BE USED E%L LU5IYELY MAR 1 3 2001 BY HAVEN HOMES, INC, w W HAVEN HOMES, INC. REEPON51DIL1TY N LIMITED TO FACTORY BUILT PORTION ONLY. ;Ll^/ 4 `� zx.-0. CENTER LINE OF r ________________ __-___ PATIO DOOR ________ 4 I II -- ---------------------------- o I I — o CONCRETE SLID OVER 4' GR I w GRAVEL BA CRUSHED STONE o � I I I I I I o I I I I of I I I a'-a. U II 1� I I I /CJI 3' RIA METAL PIPE WEUNA- TYPICAL / x ---/// I 10'x 30'x 30' CONCRETE COWAN FOOTING- TYPICAL I I p I I I IO' CONCRETE MASONRY UNIT CNUI OR Io I - } POURED CONCRETE FOUNDATION NALL- TIP I o o m o o ~ t0'x 20' CONTINUOUS POURED CONCRETE LiEDUNDATION NALL FOOTING- TYPICAL " " s m Q5 II ----------------------- I I I I L _____________ _______ J CENTER LINE OF I 18 _O' FRONT DOOR IO'-0' 36 -01 I j �fOUNDATION PLAN z s-f scALL fla' = I'- o' _____________ JI I Z OI T7, 66'-0' z Z u N U O N Q p H] p p p LL I I N I CDN I KY � I W Y 'Il 2"x10" FLUOR JOIST LU r � 0' DOLTISH CONCRETE < WALL CR CONRETE BLT(. —� U W W ! Com. Ib N I (� N TYPICAL EhYE WAIL iYPICAI END WAIT WHEN 2'X m° FLOOR JOIST ARE n_ USED, THE SILL PLATE IBONO ✓9 TIMBER) IS TO BE INSTALLED x T j FLUSH WITH THE OUTSIDE FACE O OF THE FOUNDATION WALL, TYPI- m w z CAL BOND TIMBER SIZE -2'x8' . 0 WITH 2"x10' FLOOD JOIST O BOND TIMBER DETAIL 2"XIO" FLORA JOIST -NO FOAM THIS DRAWING 15 THE PROPERTY OF, AND SHOULD BE USED EXCLUSIVELY F- BY HAVEN HOMES, INC. W w HAVEN HOMES, INC. RESPONSIBILITY LIMITED TO FACTORY BUILT PORTION ONLY. - - �, 17%k CONI. RIDGE OR FIREBOX SHINGLES OVER 12 N 15I BUINXRS FELT 10 PITCH FlBD6AS S41NRE5 OVER o 15 1 BUILODIS FELT N — > VINYL SIDING 1YP caBT. RIDGE VENT10 RF ® ❑ ® ® ❑ ® � ❑ ® � ■ � � ❑ 2 w PITCH 7 � O no S 0 PORN SIZE COISIFIKIEO O W BY IIE WILDER/DEALER � N � � _ LL y ® �I � ❑ W � w � } w � I � Q � � o 0 F®HHH� non ] s .n w I NI til B z. - � O N FI II N m = < w m 3 N 3 j Z p L7 W W Z Z I 7 PITCH F19 LAS SHINGLES OVER p OF N 151 BUIIJF%FEET w p d x F- OL p o z w W z W 0 < N W VINYL SIDING IYPz w m x Ez w 0 r- O m W W r u xe ¢ 'z1 N V F- O Z LL m > U m d J < p m W Z o Lo LL j W < w6 Wvl < pomp < um a r, x Q LL LL — OC O J O LL � �p� � ]E J W W 7 Z x W J VJ U 7 PITCH m o96)w LL z = Lu2U] < tn W LL LUQ 96) Z LL m � L� N � 0 l9 —GARAGE TO BE SITE C(FORMTEO rp BY INF WEER ER/DEAL Z LL W 2 oL Z Y 7 LLtn2 00 < ^ m ISI +Cl lbflN" W ruwi <. dzo m � L w FLLWm 2 L Ip LL } 2 W ee m � '�}�idQ. �3 I� tp F I W O Z • A4 A o c� doo TH15 DRAWING 15 THE PROPERTY OF , APPROV l ITEO TO AND SHOULD BE USED EXCLUSIVELY w FACTORY LT PORTION BY HAVEN HOMES, INC. W p tr- O� ® IL �. B` + u ® U`L HAVEN HOME5. INC. RE5PON51BILITY IL IGe MAR 1 3 2001 LIMITED TO FAGTDRY BUILT PORTION �l ONLY. CBM RIDGE VENT N O FIRTMAB SHINGLES OVER N - 151 BUILDERS FELT - w CONT. RIDGE VIM W O 2 p 1 PITCH VINYL SIDING TYP p w GAME TO BE SITE CONSTRUCTED BY THE BUILDER/DEALER z < H y� o ❑ � � N ilC N z F Q g O 0[ OAS 2 W C LLI 12 m 7 PIL�� '1 IT z , m C FIBERGLAS SHINGLES OVER 15 1 BUILDERS FRT w O - z N l}9 N (DA CV tQ o w x w o o z � Q w z w < N w < w m D_ < w 2 2 L O Z O m W W } U = ¢ N 1 VINYL SIDING TYP. N N > N t o 0 < z < ^^ LL LL ttJ Z W H O Z < — m < W > U w Q p N w z o 111 w } W Q W Q Lu v N — Z 12111 7 PITCH m S N < m w w > z W N m N W Z rte PORCH SITE CONSTRUCTED w d m ~ A- N `V 0 BY THE BUILDER/DEALER A- 2 N O < W Q < O o L 0 Z LL N Z w Z m } < I - F X too wQ 3 owo LL } N w Z 0 n W m mm < N O l0 w ~ K A S - < UB Wm`-' FCOE ~ � LL < O (yw00 THIS DRAWING IS THE PROPERTY OF. ��U(��. ,�•� APPS V LIMITED TO AND SHOULD BE USED EXCLUSIVELY w a CA/ Q LL'' FACTO BUILT PORTION BY HAVEN HOME5. INC. w MAR 1 3 2001 HAVEN HOMES. INC. RESPON5IBILITYI LIMITED TO FACTORY BUILT PORTION C \I ONLY. "TO THE BEST OF MY KNOWLEDGE , RELIEF AND PROFE5510NAL JUDGEMENT ELECTHICAL SCHEDULE 1 . Circuit Description Cir No. Breaker Size Wire Size Remarks M A FACTORY MANUFACTURED HOME (FMH) PLAN DEEM APPROVED FROM A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED ED BY DHCR, General Lighting 1 15 Amp 14-2 WIG APPLICATION NO. A-1384, MANUFAGTURER5 NO. M0319, EXPIRATION General Lighting 2 15 Amp 14-2 WIG DATE 09-16-99, WHICH HAS NOT BEEN MODIFIED IN ANY MANNER. Bath Receptacle 3 20 Amp 12-2 WIG 2. THE ENERGY PORTION OF THIS FMH PLAN HAS BEEN PREPARED U61NO General Lighting 4 15 Amp 14-2 WIG PART 5 OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION General Lighting 5 15 Amp 14-2 WIG o CODE (ENERGY CODE) AND 15 IN FULL COMPLIANCE WITH THE ENERGY Bath Receptacle 6 20 Amp 12-2 WIG CODE. " General Lighting 7 15 Amp 14-2 WIG n Appliance B 20 Amp 12-2 WIG Appliance 9 20 Amp 12 2 W/G Appliance to 20 Amp 12-2 WIG Appliance 11 20 Amp 12-2 WIG General Lighting 12 15 Amp 14-2 WIG General Lighting 13 15 Amp 14-2 WIG WATERPROOF 14 FIXTURE 15 Electric Range 16 40 Amp 8-2 WIG v BIT DO SIR 7 1 Garbage Disposal 17 20 Amp 12-2 WIG Optional o Dishwasher 18 20 Amp 12-2 W Optional __ ctA I BID 7 19 o w BATH 3 �F \cNle H" C1A5 cHFIH 4--- tlA e-c1Re \ m5 Water Heater 20 25 Amp 10-2 W Optional w o F CIA] CIM 5 —L � c�lA 9 ��—._ _ y i CAMEROON CIA fe F A M I L Y ROOM Clothes Washer 21 20 Amp 12-2 WIG CIA 5 j CIA IS OUR 5 -_----i,' 7 Clothes Dryer 22 30 Amp 10-3 WIG GIA 22 ; °L 24 LTHAI E m c NI cie 51 ---- A9 CIA 2tN / ABH ON SWITCH TOP HALF CIA 10 \ GFI CAB / -- —— —� OF RECEPTACLE 7 KITCHEN cIA7 f}CUP5 `1 �� CC CIA 7 CIA 7 CIO 5 $3 33i'3 CIM ]TZ CIA 119 3 NANACE COT- / :�\ / OFF SWITCH 10 CIA A \ CIM I eesEHFNT oa 3-FAY AGloc DINING ROOM � ) LIVING ROOM 0 M \ FNLNALE 3SWITCH z To usuns � d \I CIA 11 Force LIGHT CIA I o 10 UPSTAIRS <I `-\ \\\ /// W } U CIA 11 CIA f I A-MAY SWnce CIA I \ I Ie HPSTAIAs 1 3-WAY SNITCH 1 \ `IAII \ < N < N\ V w N G o In D D D W \\ FOYER 1 — SWITCH TOP HALF CIA 1 2, N CTR 11 CIA 11\\ / \ CIA f OF RECEPTACLE C I �3I� i 1Y I CIA CIA CIA f " 2 N � m 1J PORCH p[ a U x 0 0 F—� sea D_ L sea LOU Lu I NOTE EMERGENCY SWITCH TO FURNACE TO BE LOCATES INSIDE BASEMENT STAIRWAY, THE FURNACE MUST IN AN ENCLOSED SPACE WITHIN THE BASEMENT AREA IN ORDER FOR THE SWITCH TO BE LOCATES IN THIS STAIRWAY AREA. IF THE FURNACE IS NOT GOING To BE ENCLOSED, THE BUILDER/DEALER MUST n NOTIFY THE HOUSING HANUFACTUAEH SO THE SNITCH CAN BE LOCATED IN ANDTHER AREA OTHER THAN THE BASEMENT STAIRWAY D DF PdF.' �. X If) z 44— SINGLE POLE SWITCH N TELEPHONE JACK 3--= DUPLEX OUTLET CEILING FI'� TURE a ^� s°.:q' i F 6fl THREE WAY SWITCH F" TELEVISION/CABLE AF SWITCHED OUTLET WALL MOUNT FIXTURE WIRE FOR PADDLE FAN O PROOF 691 FOUR WAY SWITCH ��ca WEATHER 1= UFLET PULL CHAIN, FIXTUREH I� < / L \ TH15 DRAWING 15 THE PROPERTY OF. SERVICE PANEL svl = - - r ApP V LLIMITED TO 1 Ef3' DOOR JAI"iB Sl^!ITCH GROUND FAULT OUTLET — — = FLUORES..EIIT FIXTURE FACT R BUILT PORTION AND SHOULD BE USED EXCLUSIVELY BREAKER PANEL 2GOV OUTLET ® RECESSED F=).TUBE 5Y HAVEN HOME5, INS, H— GAPG S) SMOKE DETECTOR " ' WIRE FDR PIDDLE FAIL© CHINES ❑L EXHAUST FAH �--< CABINET FLUORESENT T TRACK FIXTURE W/ LIG'1T KIT MP'R 1 B 2001 HAVEN HOME5, INC. RE5P0N51BILITYRECESSED EYE BALLEXHAUST FAG WILIGHT � E•lERIOR LIGHT ° UNDER CABTIIET FIXTURE LIMITEDTO fAOTORY BUIONLY.BC( SWITCH Q T1IERMOSTATE 3�� HOLLWOOD '_IGHT - )SNITCH IOP HALF OF RECEPTACLE CIE 13 3 A i H 1 B A T H 2 -- CIA 13 !FM' W . I . C . N F A6 Z r----------------------- ---------------- \ I C]A f3 DID CIA 13\ ^� 1 IF 13 \ LIDO FIN CIA 13 1 LIGHT K CIA 4 \ AC/OC \ ( CIF 13 �'— CIE 2 CIA 13 CIE 13 I \ I DEDROOM 3 I I _ CIA 13 e a \.� GR GRAD cc7GF1/fi CIA — � \ 29 NON-oEBIcaIEO ourLFr CIA 2 - --------- ATTIC- �l % bBOM. 5'-0' A F.F. FOR i l CIA 4 - _ I CIE 4 1 \ c ' CIE 4 BUILDER INSTALLED AMR ------ AC/DC CARBON-9DN09IDE DET. _____________ CIA 12 I -� U' AIR 12 J _ CIE2 �. \ BEDROOM 1 0 i CC P 4 1 ,� ,� CIA 2 x rD DONrvslams BEDROOM 2 ac/DC a-NAY SNITCH TO 3-WAY � Hary ONLY o 1 \ SNITCH AT CIA 4 I �\ 'cIA2 - n n I BOTTOM OF 1 \+ > J CIA ]2 STAIRS \-- �� \\ 1 CINIKY fes/ \�/ \vj '- z o TO LIGHT FI%TOA2 \ - <�/ > IN FIAst FLOOR } o W N OC ? 2 F Q `i HALL SNITCH HOP HALF V d u m I sNTrcH TDP HALTj � � of RECEPTACLE OF RECEPTACLE / CIF 1 CIE 2 \ `CIA 2 CIA 12 j I CIA 12 CIR 21 I 1 j 1 a G 0, N ® F D_ 0 ® 9Z E 0 E G A llZ D G A L L f a I I I I I I 1 `-- ------ ---- --— ------------ 1 d w } V H Z > O } N < O N] p p C w � xl— oe pxz N � ¢ p < w woew N oc z oe I— Z < w m d 6 d z x !9 z w w W O -13 O m W W I, U S N N > - Z Z ti B'1 N < O m < Z O — e I U p( j m m } 0 w 6 w - " p .� O — S N — �[ � Z � NZ LL z � m L1.I L� < m O N c, < OU m LLI — o O O � v W v > W m } U _ X w O L Z S w � a U < W . m LL m O U W LL Z 7 ,per x N < m w W V J V Z W N WwJ< O Q — W Z 'U W W S < — W .-- 7 m < O Z W ~ F N C S N 3 U < O N 0 6u- d' x a KZ z (Q z w w z O m ¢ t\ m z m } w O t� F` VO, I , 1 UA- m t9x 0� r�nPC" W�,,.q�Yr N u z ) oG r yJ fJ yG'�� N 1- W OGL� W OSA- tL- < 00 O i,t THIS DRAWING 15 THE PROPERTY OF. PR VAL LIMITED TO AND SHOULD BE USED EXCLU5IVELY F- ACT Y BUILT PORTION BY HAVEN HOME5, NC. W w S MAR 13 2001 HAVEN HOME5, INO. RESPONSIBILITY n N LIMITED TO FACTORY BUILT PORTION luut ONLY. I, CONTINUOUS ALUMINUM RIDGE VENT. 2- X 4' ROOF INS. F- W 12 FIBERGLAS SHINGLES W 'J SLOPE � I OVER 15, BLDR•S FELT. TYP. = J 51}INc,LE 1/2' EXT. PLYWOOD SRV' ROOF SHEATHING. TYP. D.C* t6 .. 2' X i' KNEEWALL BRACING m Ayl-� MAINTAIN 2' CLEARANCE o `ypDF FOR AIR FLOW. TYP- 16EALUM. DRIP �btin Gr j�VV S n 1 p ' fi` ALUM. FASCIA (WOOD 2 FABIO• OPT.) OVER R-38FIBERGLAS 2' X 6' PT.)CONTINUOUS CW/LYAPDIR BARRIERN \ I^ a SUG-FASCIA. TYP. Tom' \ m o .. D W 2 N 2` X 6' CEILING JOISTS - 16' O.L. TYP. ALUM. SOFFIT. TYP. m ¢ w 15.8 SO. IN-/LIN. FT. m o rc 1/2' DIA. BOLT - 8'D' D.C. MAX. 1/2` DRY1`-0' WALL. TYP-- SPACING - SITE INSTALLED. TYP. reaxnN R-19 EXT. FIDERGLAS INSULATION. TYP• DBL. 2' X 3' TOP PLATE W/ 1/2' PLYWOOD SPACER. TYP- OBC• 2' X 6' TOP PLATE Z W/ 1/Z` PLYWOOD SPACER D NOTE: WHEN 2' X 6' EX7 RE USED. O U ALUM. OR VINYL HDRJ70k'TAL I1 L) SIDING IS ON06'N, HOWEVSIDINGS DBL. 2' X 3' MARRIAGE WALL � 1� Di HER BLE SUCH SIDINGS ARE 6'/ 1/2' DRYWALL FINISH SPF J AVAILABLE SUCH AS SIDING STUD GRADE. TYP. < OF 11SIDIN CEDAR SIDING A y 71-71 SIDING. 2` X 6' EXT. WALL SYSTEM SHOWN W/ AVER. OR VINYL HORIZOIJTAL SI D]IVC U W I ..I OVER W _ d (R-19 THm RU-WALL R VALUE.) u 3 2' X 6' EXT. WALL SYSTEM SHOWN W/ I I o ALUM. DR VINYI HORIZONTAL SIDINGY o OVER I/2' crux wYryY sH tltl r R-19 FIBERGLAS INSULATION m (R-19 TFRU-WALL R VALUE.) 6'/ VAPOR BARRIER. TYP. I 2' X S' SOLE PLATE (WHEN 2' X 6' R-19 FIBERGLAB INSULATION TYVIE 611 4NEAPTi11 Od J q EXTERIOR WALL 1S USED, W/ VAPOR BARRIER, TYP. 1 R" "( A - 2- x s• GL -WAIL AIEW `(olzx- 1-�onnK vJNEF-E Q .(t 1/2' PLY 6'ODO SHEATHING OVER 1).C. MAX• SPAG NG ON Ell E• 2'_X 3' SOLE PLATE. EACH HALF• 7/16' O.S.B. SUBFLODR. TYP- CENTER BEAM BOLTED 8'-0` ORDER- RV7Z?JIRt If IL \, - M ihL JOIST HANGERS v ~{ 2' %a' FLOOR JOISTS - 16' O.C. TYP. SPF .2 ¢Fa 'pq¢OA 1 pa0 Q � ° w atA aQ O a0p tea er yaA F' ♦. a{` � � t-- . ' aQ<° ap�•FQA° apo¢ eo9Q¢ta��r = o 1/2` DIA. BOLT - 8'0' O.C. MAX. 1/2' DRYWALL TYP. SPACING - SITE INSTALLED. 7YP- ¢Setae ��,o`)a�° c o�� Tgeh-N�``o 0 _ e� eS(e�zA\ QA¢Q(N ea d u m DBL 2` % i` TOP PLATE W/ \¢L0 °F'¢QtoAeoa�� DEL;A" X 6• TOP PLATE 1/2' PLYW'DOD SPACER. TYP. o-s' ¢d tap tao tp yra * oa W/ 1/2' PLYWOOD SPACER a �I V-p oN^a Q,orp¢¢p ra G' ''A' ''- WrEN 2' X 6' EY,T• WALLS o cA eta Fe' °tr tap`,pe°pq � -(r ARE USED. I t t Y: c Q t c "o" 6 / n DSL 2` X i' MARRIAGE WALL E y�o tyap`01I ay �� o `� KX 6'/ 1/2. ORTWALL FINISH SPF „f yy STUD GRADE, TYP. U `ere �(C¢e \ 'C Q w� Qaa 'IC 14 2' X 6• EXT. "LLL SYSTEMSHOWIJ 6'/ i - ALUM. OR V114YL HnR170NT AL 51 DIIJG p ( iq oo�� °6 OVER (R-1s THRU-WALL R VALUE-) m TO°�Q APPAL LIMITED R-19 F18ERGLAS INSULATION .' �1 ° FA O GUILT PORTIO 6'/ VAPOR BARRIER, TYP. I� 4- Y X 10' CLUE-NAI LLD SIT NAILS ED. T 0•C. 1/2' PLYWOOD SHEATHING OVER D.C. MX. SPACING ON SITE. I �57TE-1NST ALLm. TYP• QR 1 ,O ZOO 7/16` O.S.B. SUBFLOOR. TYP. I CENTER BEAM BOLTED 8'-0' / 2' X 10' PERIY�ER BOARD. TYP. _ ALL CONSTRUCTION BELOW S114UDASHLJ LINE BY OTHERS THAN HOUS]NG MhNUFACIURER. CONSTRUCTION z 2' XIp' FLOOR JOISTS - 16' D.C. TYP. SPF e2 TO MEET DR EXCEED ALL I � APPLICABLE STATE DR LOCAL CODES. �( i — — — — — — •' •' \ M=IAL JOIST HANGERS � I � I — — — — — — — — — - � !� \--!R- I”) F16ERGLAS P:NU.I]D:! 1�2` LONG T1"aER SUPPLIEp "RLDE A SITE IhEi I.LLFO BY 6'JI LDERLJ CRIME rn Lllli_ IL 'i,t;.. •, .• !l/ VAPOR BARRI ER. T1'P. i 1/2' DIA. LnG6 SIiE 11:ST},LLEO. llf Till III� �11 °I'VI I I :,I'i''I'= II'iIl /DE/.LER. ' ll' Vl Isu1lll�llllill�, ' I�Ililllll�;,.: �� _ iill III 'llllli uluu� W 18` A14CHOR N III NDTE .•. . BOLT - SPACED - 6'0' D•C. `� N I 1'-0' MIN. FROM CDRNERS. GRADE 70 DE DETERMINED - _ 3' CIA. METAL PIPE COLUFRS, CD BY EXISTING CDNDIIJONS. (SPACING NOT TO EXCEED - S'-4' D.C.) 10' POURED CONC. DR RANGED 6 TAR FOUNDATION CONC. ELK. WALL. TYP. t WALL BELOW GRADE. 'TYP- 1 O_ i' GONG SLAB OVER i' OF •+�; °) 1/2' X 6' X 6' BASE PLATE z I. W COVE GRAVEL OR CRUSHED STONE. TYP. W/ ADJUSTABLE SCREWS, 7YP• COVE. TYP. o Lij W 20' CONE PLOT IIJG m h U i' DIA. FRENCH DRAIN. TYP ./ q- FRENCH DRAIN TO POSITIVE Q r u .y e ; C:;' ••�: �'" u OUTFALL (IF GRADE ALLOWS.) GRAVEL OR CRUSHED STONE. TYP- o so 8' X 30- Y, 30` CONI. FTC. TYP- q' GRAVEL Oft CRUSHF� STONE. TYP. 30• X 30' COWL FIC. SS. ONLY.) HOOF m HOOF �I ROOF ROOF II0 ROOF FLASHING �I;I FLASHING J'A FLASHING -JFLASHING �I',I FLASHING i �3" 1 3• 113. 1 _B, 1�3, s r - 7 I r__-- T tt1 �------- I FINISHED � CEILING SCHOOLS LINE 1111/2' 1�1-f/2' I�1-1/2° �2 zl 1 1/, HOT MATER LINES------- g• 1 3,. COLD WATER LINES- 2' FUTURE VENT, PLUGGED AND TAGGED VENT----------- F iI l' 1-1/2' 1 1 SAKI TEE 1 SAKI TEE HASTE LINES z o } ' 1 1-1/2' 1 1 1 w SANI LEE LEGEND o < w r o P, z 4 f-112" 1IAAP-112' 1-1/2' TARP TAM 2 11 LL < w Woe w 2 4 1 SECOND I VANITY FLOOR 2 NATFACAOSET 1 1-1/2' TRAP 1 B3. %2' iflAP --- z oa x IDEJ 3" SAID TEE 3' SANT TEE '• LINE 4, BUB SHBHEH UNIT 1-f/2'z3'z3' 2'z3'z3' 5. SHOWER SAN] TEE 5. GARDEN TUB I�I-f/2' I1-1/2' SANI TEE SAN] TEE 1-1/2'11 7. WHIRLPOOL TUB o z p m < V N. DOUBLE BOWL SINK d - p N i m p w I-1l2'z2'z2' 9 SINGLE BOWL SINN LL m w < w < < v o w 2'z2'z1-1/2'� 2' TRAP-\ z_iSANI TEE 3" 10 LAUNDRY TUB/UTHITY SINN z i z LL x z z < o SANI TEE 1 11 DISHWASHER < x o - f-1/2' m o < u m i w qT7 B SND TEE \R 12 CLOTHES WASHER w �' < w d13 NATER HEATER wm14. PRESSURE AND 1EMPEROURE RELIEF TRAP _2 VALVE HIOVEAFLOW DISCHARGE PIPE o� i LL m 3' SAN] lEf 1-1/2'12 FIRST 15. VACUUM RELIEF2 TRAP w ozCB. BIAOfl 16 3l4' DIAMETER OVEAFLOH w z F- <l ` 1-112' MOTES' zN - `3 TO SANITARY SEWER o < a s o Y o I ALL DOMESTIC SUPPLY LINES TO BE Y z LL m x o o < D R A I NAGE R 1 5 E R DIA RAM 112. DIAMETER AND 3/4' ES TO BE — — } COPPER UNLESS LOCAL BA MUNICIPAL LL < 3 a w o 000E REBUTTED OTHERWISE LL } LL LL z o o FINISHED 2 ALL DRAIN HASTE AND VENTS ARE PVC z- z m 1-1) s } -- CEILING PLASTIC UNLESS LOCAL ON MUNICIPAL w < m o w w ~ owe j m LINE CODE REBUTTED QHEAWISE m °' o f m o z 1 < w m w < m w I 3. ALL HORIZONTAL PIPES i0 BE SUPPORTED ti x o AT INTERVALS NOT 10 EXCEED 4'-U' I' 0C f o LLLLF K i p A➢ � 4 SLOPE OF NOAI20NTAL BRAIN WASTE AND '- < < o w LL u u z VENTS AT 1/4' PER FOOT MINIMUM w - E v 1 1 j f 5 PLUMBING BELOW FIRS! FLOOR OF BUILD- < AD < m < y 1 ING 10 BE COMPLETED BY BUILDER w 0 4110 0 0 2 � `I SEC@ID 5. CLOTHES WASHERS TO HAVE BACKFLOW CV IL - FLUOR PAEVENTOR N L .-. - L - - _, _ _ _ LINE nJ - - - -- - - �T -- - - - - 1 2' FUTURE VENT TO BASEMENT PLUGGED v�1/2• AND TAGGED AS INDICATED BN DRARING. _ o 8 THE SAND K ¢ SCALD DEVICES AT ANEADS FOR THE N rAres OF CT, At, AND MA V w m D e w m U < fl 12 2 FIRST � •3 � y w LFLOOR �..:'.�. U hl-C, w — / _ _ —_ e/4' LaE y; 1F OF IVFGp: _ Lu �I/2">_- -- __ -- __ -- __ i/ ✓` h` tY] N J 91, . 1-14 q� t IO DOMESTIC iz i SUPPLY "p 'ysey0 t, � PF f� - X [� W � W 1 PfLOVA LIMITED TO z I613 BASEMENT RY UILT PORTION O = FLORA 11 w LINE AR 1 3 2001 w DOMESTIC R15ER DIAGRAM li TH15 DRAWING 15 THE PROPERTY OF, AND SHOULD BE USED EXCLUSIVELY BY HAVEN HOMES, IML. A ((� to �� JJ w x ' HAVEN HOMES, IML. RESPONSIBILITY m LIMITED TO FACTORY BUILT PORTION _---- -— .—_ ONLY. ?112%k I a !2 � II CDNIINUOUS ALUrdNUtl RIDGE VENT. - 2' X i' RODE INS. I- W 12 W F18SHINGLES ERG1"AS SLOPE OVER 15s BLDR`S FELT. TYP- J G r-LL'D' pd:F- N I 51+II.14LE 1/2' EXT. PLYWOOD l ROOF SHEATHING. TYP. O C• SEF' 2' X 4' KNFEWALL BRACING .n fyFf MAINTAIN 2' CLEARANCE o PDDf FOR AIR FLOW. 7YP. 16E `�evp nr u-v6,. ALUM• DRIP EDGE W/ 2 u 6' ALUM. FASCIA (WOOD R-3SFIBERGLAS CEILING INsll ATID FASIC. OPT.) OVER m n 2' X 6' CDNTINUOUS W/ VAPOR BARRIER. N SUG-FASCIA. TYP• P. 'm c W Z m 2' % 6' CEILING JOISTS — 16' D.C. TYP- ALUM. SOFFIT: TYP. I� 15-e SO. IN./LIN. F7. w c° w o v ¢ 1/2' DIA. BOLT — B-O' D.C. MAX. 1/2' DRYWALL. TTP. SP 1140 — SITE INSTALLED. TYP. vsaxnN R-19 EXT. FIBERGLAS _ INSULATION. TYP. jDl 2' % 3' TDP PLATE W/ 1/2- PLYWOOD SPACER, TYP- DBL. 2' X 6' TOP PLATE 2 NOTE( W/ 1/2' PLYWO D SPACER o WHEN 2' % 6- EXT- WALLS '--' ARE USED• U /,CUM• OR VINYL HDRI ZDNTAL O SIDING IS SHOWN HOWEVER DBL. 2' X 3' MARRI7�GE WhLLLo OTHER OPTIONAL SIDINGS ARE W/ 1/2` DRYWALL FIIJISH SPF AVAILABLE SUCH AS HDRI20h7AL STUD GRADE, TSP. OF VERTICLE CEDAR SIDING A j i Q LL G T1-11 SIDING. 2' X 6' EKi• WALL SYSTEM SHOWN W/ I ... U ALUM. DR VINYL HDRIZO14TAL SIDING w i OVER W E-19 T11RJ-WALL R VALUE.) U -�/1-�1 i } 2' X 6' EXT- WALL SYSTEM SHOWN W/ IL o ALUM- DR \'INTI HDR,ZONTAL SIDING v OVER ]l mw >'�-('�1P'�-Vr l Y - R-IS FIBERGLAS INSULATION ATIDN m (R-19 THRU-WALL R VALUE-) 2' X 6' SOLE PLATE (WHEN 2' X 6' W/ VAPOR BARRIER. 7YP• 1 R-19 FIBERGLAS INSULAT]oN a J EXTERIOR WALL IS USED, W/ VAPOR BARRIER. TYP- TY�EK adER- cNEYn111�y o O A - 2' X B' CLUE-NAIL AIEI^( YO(Z'F- }-TOMES AJNERE Q F 1/2' PLYWOOD SHEATHING OVER O-C. 7EX. SPACING ON SITE• 21 X 3' SOLE PL/,TE. EACH HALF. / \ 7/16' O•S-B• SUBFLOOR, TYP. CEMER BEAN BOLTED B'-0' ORDER R�ZVUt(z-t<S IT, v v -z YET AL JOIST HANGERS �I �4 OL 1 2- X&- FLDOR JOISTS - 16' D.C. TYP- SPF r2UIAM 1/2' DRYWALL. ITP. 1SPACDING IA-9SITE INSTALLED. 'TYP. `V,Q ^� lli FQY"��91•�+� QF�1a-,p'v DBL. 2' X i- TOP PLATE W/ �pat�A 0BL• 2' X 6' 70P PLATE 1/2' PLYWOOD SPACER. TYP- py1�F' E°Xyf ,�P•�O° fFy1NP4 VIA W/ 1/2' PLYWODD SPACER a 4a ZJY yFaFl•4 t� t� ay0 apo WrEN 2' X 6' EXT. WALLS 0 �W{ ARE USED. IUO CRAOR DETWT PRRIAGE FINI SHWSPFALL \�eEy4 `ty 0 p c' X 6- EXT. "LL SYSTEM S'H9WI4 W'/ 1 JI\ II i °F S�.Py pa�aOA ALU`(. OR Y1 NYL HnRiZONTAL OVER SID114C o ,�QC�Q Iry (R-19 THRU-WALL R VALUE-) m ppp°0 R-19 FIBERGLAS INSULATION W/ VAPDR BARRIER. TYP. b- 2- X 10' CLUE-HAILED SUd NAILS 2'-0' 0-C. 1/2- PLYWOOD SHEATHING OVER O.C• MAX. SPACING ON SITE. SITE-INSTALLED. TYP• / \ 7/16' O.S.B. 9UBFLODR. ITP. CENTER BEAM BOLTED E'-0' lJ /ILL CONSTRUCTIOIJ BELOW DASHED 2' X 1U' PERIVETER BOARD, TIP• I LINE BY OTHERS THAN HDUSING K&RUFACTURER. CDNSTRUCTION Z 2' Xp' FLOOR JOISTS - 16' O.C. 7YP- SPR r2 d 10 FEET UR EXCFFn ALL 1' I APPLICABLE BThIH OR LOCAL CODES. F1 M7 AL J075T HAA'GERS �� ISI BOND TI"c=R SU7PL]ED 6� (•� DL 1' ,�, CRAD7 �!R- 19 F16ERGRRIER.UL/.T1 D:2 \ 577E ]NSTLLLFD BY BUILDER ' r% cRhi) <':=•,( r 1/2' DIA. LRCS SITE 11tE7ALLFD' I _�fl'1= ::I/�•nPJR 6hRRi_R. TYP. I I IIII — V I III �Vti J .,I•.' I" 5 ' `Y W I r4tl�1.1 Iain:I,LIh�•,I'I 15�'lilll:: .. .•' III!IIIIIIIIII , �IIIII -,,. \\ r, 0 • /2. OI h. X tB' AIJCHDR NDTEt IIII IIII .';: BOLT - sPACEo - G.O. D.C. 1`-U' MIN. FRDry CORNERS- 3' DIA. PEAL PIPE COLUMNS. GRADE TO­­BECONDITDETERMONSNED — I, + (SPACING NOT 70 EXCEED BY EXISTING CONDITIONS. S'-V' D.C.) 10' POURED CORO. CONC. BLK• WALL. TYP•(• _ t PARGED A TAR FOUNDATION p WALL BELOW GRADE. TYP- - i' CONO• SLAB OVER i' OF 1/2' X 6' % 6' BASE PLATE •'� 0] COVE GRAVEL OR CRUSHED ST DN E. 7YP- W/ ADJUSTABLE SCREWS. 7YP• - COVE. TYP- APPR ED Z 1^ W • pFR ,(IRP. LLJ 20' CONC. FDDTING X N i' DIA• FRENCH DRAIN. TYP AUG - 3 2� > m w x •.-••. / ... ... •ti ::.:. . ./ .. . .:.,••.'. S' FRENCH DRAIN 7 P F- u I V AL u1NITE TO Q �A, OUTFALL (]F GRADE A a w GRAVEL OR CRUSHED STo14E. TYP, FA OTORY BUILT PO TION = o w o 00 S' X 3U- X 30' CDNL. FTc- TTP- n ¢ m 4' GRAVEL OR CRASHED STDNE. 7YP- url , 3D- X 30- MAC. FIC. SS. ONLY.) ��� AIA i � �IfA_aOFFLASHING ROOF .FLASHING RDDF FREE 3 kLASHING ASHING -M1FLAS HING 3. I3' 3' Nz — —T FINISHED w CEILING SYMBOLS 1 �11/2' �1-1/2' 1 1Ir, LINE 11/2' 2 HOT WATER LINES------- � 1�2' FUTURE VENT, 3', 3' COLO WATER LINES----—_ PLUGGED AND TA66E0 SARITEESANS TEE VENT---------__ 2' F1/2' 1 1 SANT TEE 1 1 1 HASTE LINES 1-112' 1-1/2" 1 LEGEND 1 4 TRAP 2 I I IAAF TRAP 2 4 3• 4 SECOND 1. VANITY I-Il2' TAAPf 1 3 172' TRAPFLOOR `r 3' SARI TEE I J " LINE 2 h'AiEACL03Ei 3' SANt IEE L 3. BIDET f-I/2'x3'x3' "2 1-112-0-K2' 1 4. TUDISHOWEB UNIT 1-1/2' 2'x3'x3' SANS TEE 5 SHOWER v- �1_I/2• SANS TEE x,) SANT TEE 1-1/2' 1 6 OAAPEP TUB F. 1 I � 7. WHIRLPOOL TUB 2'x2'x1-112' y-I/2'x2'x2' B DOUBLE BOWL SINN SANT TEE 2' iAAP� /- 9 SINGLE BOWL SINN z o A- oNc 3„_ P SANI TEE 3' p G u w < v g h 3 1-1/2' 110. DISHWFSHEB/UTILITY SINN LL < w w SAM iEE� 12. CLOTHES WASHER o z < ]l �2' TBP _2• ffT'�nA"p" F�IRSI f3 NATER HEATER o < w m uo "'xwP 14. PRESSURE AND TEWPEAATME RELIEF 12 VALVE N/OVEAFLUW DISCHARGE PIPE CLEAN RUL` 13' SANT IEE 2 -15 VACUUM RELIEF w N m < w g 3• FLORA 15. 3/4' DIAMETER OVERFLOW o z K' z w < w f-112' LINE ow j > u 3 NOTES LL of • w < w < TO SANITARY SEWER o u o - x N – D R A I NA E R I S ESR ,,M f ALL DOMESTIC SUPPLY LINES r0 BE a � M Z LL 112' DIAMETER AND 3/4' DIAMETER LL w o u o COPPER UNLESS LOCAL BA MUNICIPAL w t w m d u CODE HEROINES OTHERWISE. w w w I=- w m FINISHED 2 ALL BRAIN WASTE AND VENTS ARE PVC - x "' w N w w CEILING PLASTIC UNLESS LOCAL OA MUNICIPAL w o z o f- - w z LINE CODE BEOUIRES OTHEARISE o w o < z < - w N h N G r z N LL N - w 1 3 ALL HORIZONTAL PIPES i0 BE SUPPORTED30 < - d. i o , p < LL d Z AT INTERVALS m EAVALS NOi i0 EXCEED 4'-6' x w Z o o a 4. SLOPE OF HORIZONTAL DRAIN WASTE AND < LL m 3 w z VENTS AT 1/4' PER FOOT MINIMUM LL } LL 3 d z mo w .' m z 5. PLUMBING BELOW FIRST FLOOR OF BUILD- of z m w >- < 3 INC TO BE COMPLETED BY BUILDER. N u w z _ F SOON = LLW N .-. I� WO OIDd 4 52 2 L `I SECOND 5 CLOTHES WASHERS TO HAVE BACKFLOW w N w < I w o w FLORA REVISION x > u m w m - N - - - - L - - ` -- -- - - --- - -i LINE - - — — - - -- �- ------ -- -- - w ti of � F A- w ... e0 cq 112' �- �- --� 7 2' FUTURE REDVENT AS T10 BASE EMENT PPLUGGEDLANING c < o w u. ou ou c9 O ANTI-SCALP DEVICES AT SHOWHIIIEADS FOA o THE STATES OF OF. BE. AND HA U < N � m owl LL -- __ LINE- - - - - — — 19 TD DONESTIG SUPPLY �1 n �� �P„ . - .X11 u,�E 'L t, 0� m w ]6 13 BASEMENT O FLOOR .P OVED O LINE F rn P P . DOMESTIC R 15ER DIAGRAM AUG32001 APPROVAL ,v,ITEL)TO FACTORY BUILT PORTION THIS R W NG IS THE PROPERTY OF, AND SHOULD 5E USED EXCLUSIVELY BY HAVEN HOMES, INC, LS ✓W (� W W HAVEN HOMES, INC. RE5PON5151LITY N — ----_ --_ _-- _ --- LIMITED TO FACTORY 5UILT PORTION ONLY. I •o DO NOT PROCEED WITH �" //i �•f�•////. FRAMING UNTIL SURVEY uF csvra / cam, „ ��„„�.•. �'KFOUNDATION LOCATION / C/ r �r,•r a�/�/�/•w. HAS BEEN APPROVED. �(=r• n -` UN RWRVERS CERTIFICATE o REQUIRED oaza54 i Q v �OFESSIONP U�-s'jCY OR m US' IS UNLAWFUL � HOIUT CERTIFVCAT m OF OCCUPANCY m 6 7'q'1 17.91 L c APPROVE c DATE; is n FEE: /0' o NOTIFY BUILDING I EROT 765-1802 9 AM IA II c FOLLOWING INSPE I ip S 1 FOUNDATIONR l I FOR POURED C 2. ROUGH - FRAN I G B G 3 INSULATION 4. FINAL - CONS RUCTION MUST BE COMPLETE FOR C.0y6 • • � u o ALL REQUIREMENTS N SHALL THE REOUIREME TS OF THE N.Y. STATE CONSTRUCTION & rNFRlyr CODES. NOT RE 30 DESIGN OR CONSTRUCTION ERRORS v � N SSQC VIEW 3o x 36 6rt2>J �P���E � °9,� � II s StnO n3z25�-1 p9�FESSIONP% t r , 0 o p 0 I I I I I 1 I I I I I I I I I I p I II I 1 I I I I I I I I I 1 I I I I I I I I I I I El �El I II L I { L LI 17 '9, 0 u a n � I o - r o i 3 n �'1 ;t%A Sep 10 01 08: 41a Anthony Bennardo 631 765 3604 p. 3 l AS A1T 3grMAF VxbkArR .tN c°x WyWepp 3j Mk'r ' D•FV/l 32'ck.a N T/rU yS Onlre° Ado 2k"{ .C. srwN4 � /h V 7.1X8C R ! oT�eS 1I ' �fO UIB/%f � llfSS CC!- I/�Cc�aYl C— 6N6 rig �crq cehn,u i RrO. C. �7 TYP . I(." rpt " K ?. " DeEr aso "1:b w .� � 0 /Nflfl��/ L EOF NEW N O N 'PFS 0322541 p I p90FESS10NP n 0) a Il v a I i ARA) 30 x36 0 = z a o a L X L nl C W � N fA n c 0 t N G Q .o I T LI0 o 0 a v N 2-7-)aL MR 5 "112 MiTek yes, inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Re:00096as Telephone 314/434-1200 PENNEY\00096AS Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by P.D.J. Components Pages or sheets covered by this seaH2049213 thruI2049214 My license renewal date for the state of New York iAPRIL 30,2002. pF NEW yo "AR/t_ a A KI f7 t i :SF`" w 2 064248-1 A9�FESS1 February 13,2002 Wert,DavicT 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 ANSUTPI-1995 Sec. 2. Job russ russ ype ty ly OOD96AS 11 ' HOWE 8 1 12049213 (optional) P.D.J.COMPONENTS INC.,CHESTER,N.Y. 109T8- 4.201 SR 1 s Jan 2 20OZ Ml I eK Industries,Inc. Mon Feb 11 15:24:53age 1-1-4-0 7-11-12 15-0-0 22-0-4 30-0-0 31-4-0 14-0 7-11-12 7-0-4 7-0-4 7-11-12 1-4-0 Scale=1:56.5 5x5= 6.001-12 4 8x8 i 8x8 3 5 2 6 1 9L 7i9 1tO 5x6= 10 9 8 5x6= 1.5x4 11 5x8= 1.5x4 11 7-11-12 _ 15-0-0 22-0-4 30-0-0 i 7-11-12 7-0-4 7-04 7-11-12 Plate Offsets - - LOADING(psf) SPACING 4-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.19 9 >999 M1120 249/190 TCDL 5.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.31 9-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.14 6 n/a BCDL 5.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight: 176 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-11-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-9,5-9 REACTIONS(Ib/size) 2=2584/0-3-8,6=2584/0-3-8 Max Horz 2=-234(load case 2) Max Uplift 2=-1036(load case 4),6=-1036(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-3753,3-4=-2586,4-5=-2586,5-6=-3753,6-7=35 BOT CHORD 2-10=3322,9-10=3320,8-9=3320,6-8=3322 WEBS 3-10=149,4-9=1336,5-8=149,3-9=-1171,5-9=-1171 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1036 Ib uplift at joint 2 and 1036 Ib uplift at joint 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION: ACCEPTED BY: DATE LOADCASE(S) Standard 'C'lof NEW..yO ,gyp GN04R rx r w vagi� tF 0642431 •rw �M February 13,2002 AWARNNO-Ve ft design parameters and READ NOTES ON TBIS AND RB VERSB S MB BBFORB USE. Design valid for use only with MITek connectors.Thb 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 It the iesponslblNty of the erector.Additional permanent bracing of the overall structure It the responsibility of the building designer.For general gulaance regarding fabrication,quality control,storage,delivery,erection and bracing,consull GST-88 Quality Standard,DSB-89 Bracing Specification,and NIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofrla Drive,Madison,Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *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 1/811securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each C2 w other, O WEBS bc, cc 3. Place plates on each face of truss at each * _ ,� ; Q joint and embed fully.Avoid knots and wane For 4 x 2 orientation,locate �' o at joint locations, plates I/8"from outside edge of a _ truss and vertical web, o a 4, Unless otherwise noted,locate chord splices �, o at /4 panel length(+6"from adjacent joint,) CS*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 AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM 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 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. PANEL CLIP TM © 1993 Mitek Holdings, Inc. ' FORM019,019 - �® OFMRO,AZR® Job russ I russType ty y 00096AS fifiKG HOWE 2 1 12049214 (optional) P.D.J.COMPONENTS INC.,CHESTER,N.Y. an 2 2002 M!Tekn ustries, nc. on a -f5 2�2002-?-age T- 1-1-4-0 15-0-0 30-0-0 31-4-0 1-4-0 15-0-0 15-0-0 1-4-0 5x5= Scale=1:60.6 6.00 12 10 2x4 12x4 2x4 I 9 11 2x4 1 2x4 11 2x4 11 2x4 11 46% 8 12 4x6 2x4 11 7 13 g 14 2x4 11 5 15 2x4 2x4 11 4 16 2x4 11 3 17 2 18 1° 0 3x4= 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 1.5x4 1.5x4 1.5x4 1.5x4 11 1.5x4 1 1.5x4 11 5x5= 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 1.5x4 11 1.5x4 11 30-0-0 I 30-0-0 Plate Offsets LOADING(psf) SPACING 4-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.20 Vert(LL) n/a - n/a M1120 197/144 TCDL 5.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 18 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=240 Weight: 174 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF Stud REACTIONS(lb/size) 2=470/30-0-0,26=272/30-0-0, 18=470/30-0-0,27=312/30-0-0,28=323/30-0-0,29=320/30-0-0,30=323/30-0-0,31=296/30-0-0, 32=407/30-0-0,25=312/30-0-0,24=323/30-0-0,23=320/30-0-0,22=323/30-0-0,21=296/30-0-0,20=407/30-0-0 Max Horz 2=-234(load case 2) Max Uplift 2=-265(load case 2), 18=-259(load case 4),27=-81(load case 3),28=-181(load case 4),29=-164(load case 4),30=-156(load case 3), 31=-165(load case 3),32=-166(load case 3),25=-61(load case 2),24=-181(load case 2),23=-164(load case 4),22=-156(load case 4), 21=-165(load case 2),20=-162(load case 2) Max Grav 2=470(load case 1),26=272(load case 1),18=470(load case 1),27=315(load case 5),28=328(load case 5),29=320(load case 1), 30=323(load case 1),31=296(load case 5),32=408(load case 5),25=315(load case 6),24=328(load case 6),23=320(load case 1), 22=323(load case 1),21=296(load case 6),20=408(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 1-2=70,2-3=-173,3-4=-136,4-5=-127,5-6=-128,6-7=-64,7-8=-128,8-9=-129,9-10=-126, 10-11=-126,11-12=-129,12-13=-128,13-14=-64,14-15=-128,15-16=-127,16-17=-136,17-18=-173, 18-19=70 BOT CHORD 2-32=59,31-32=59,30-31=59,29-30=59,28-29=59,27-28=59,26-27=59,25-26=59,24-25=59, 23-24=59,22-23=59,21-22=59,20-21=59,18-20=59 WEBS 10-26=-232,9-27=-272,8-28=-283,7-29=-280,5-30=-281,4-31=-261,3-32=-352,11-25=-272, 12-24=-283,13-23=-280,15-22=-281,16-21=-261,17-20=-352 NOTES (8) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the Of NE plate grip increase Is 1.33 w'r�� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek 4p GNAR�Fs� �' "Standard Gable End Detail" `O 4)Gable requires continuous bottom chord bearing. is 5)Gable studs spaced at 2-0-0 oc. * �C 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 Ib uplift at joint 2,259 Ib t, w uplift at joint 18,81 Ib uplift at joint 27,181 Ib uplift at joint 28,164 lb uplift at joint 29,156 Ib uplift at joint 30,165 Ib Iia uplift at joint 31,166 Ib uplift at joint 32,61 Ib uplift at joint 25,181 Ib uplift at joint 24,164 Ib uplift at joint 23,156 Ib uplift at joint 22,165 Ib uplift at joint 21 and 162 Ib uplift at joint 20. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION: ACCEPTED BY: DATE LOAD CASE(S) Standard February 13,2002 AwAmNo-Ver(jrjj design parameters and R&w NOTES omms AND RB:MSRw SIDE BEFORE use. 0 Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and k for an Individual building component to be � Installed and kwded vertically. Applicability of design parameters and proper Incorporation of component Is responsibMy of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure slablitly during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull GST-BB Quality Standard,DSB-89 Bracing Specification,and NIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofrb Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *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 Ye securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. WEBS J5 Cr - 0 3, Place plates on each face of truss at each Q" [!*For _ ,� , a: joint and embed fully,Avoid knots and wane 4 x 2 orientation,locate 0 �' ; 0 at joint locations, plates 1/8from outside edge of a �5 = truss and vertical web, a 4. Unless otherwise noted,locate chord splices ce C? C-60 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 MITok/Gang-Nail Joint/PlateFARTHEST TO THE LEFT. Placement Chart. 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, 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. CLIP PANEL TM © 1993 Mitek Holdings, Inc. FORM018,019 onn�o-wuL® MMRO-AIR0 ' r t mow♦ i�.-# �r '4R$ET ''thy. r '`i�:� „�l r i .� ��� - '� i� :�•' Y . 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