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HomeMy WebLinkAbout30295-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31439 Date: 02/17/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2925 CR 48 MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 2 Lot 13 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 3, 2004 pursuant to which Building Permit No_ 30295-Z dated MAY 6, 2004 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 SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE & COVERED FRONT ENTRY AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5304 DATED 6/5/03 . The certificate is issued to RICHARD CORAZZINI JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0013 10/14/05 ELECTRICAL CERTIFICATE NO_ 2031223 05/17/05 PLUMBERS CERTIFICATION DATED 04/14/05 WM. GREMLER 'xL �' /-,-, 11161ut o rizA Signature Rev. 1/81 �Q�rr � r qs� 73y- 5&(C'Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. �6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy�New dwelling$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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00, Commercial $15.00 Date. New Construction: \v1Z Old or Pre-existing Bldi uilding: (check one) Location of Property: cu C V 1 r1y m G::ffit" &c k House No. r Street Hamlet Owner or Owners of Property: i - i r ha l-` l C cm - ''V / I,— Suffolk ✓Suffolk County Tax Map No 1000, Section ] -j gTV Block q , 000D Lot Subdivision `-- _Filed Map. Lot: Perm t No. ,� �� Date of Permit. .? L Applicant: Cnp-q 2.2�,z; ,7,i Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applica Lure cc) 39 O cPcT� rJ@Pr�rJ�cPr�c rt7PrJ'cPcPrJ'r1'rJcP rP cPrJ"r�r1rJrJ�rJ�rJ�cPcPrJ�cPrJ�rtcfcPcP rJ�c.frJ@PrJ�r�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cPrJ�cPr1r1'rJ� GJ 5 r BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 STEPHEN ALBERTSON CHERYL& RICHARD CORAZZINI 5 rj P.O. BOX 1208 8500 NASSAU POINT ROAD 5 5 SOUTHOLD, NY 11971 5 5 CUTCHOGUA, NY 11935 5 Located at 2925 RTE. 48 MATTITUCK, NY 11952 5 c5 Application Number: 2031223 Certificate Number: 2031223 5 Section: Block: Lot: Building Permit: BDC: ns11 1� 5 5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: S 5 Basement, First Floor, Attached Garage, Outside, S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on theDay of 5 17th May, 2005. Name QTY Rate Rating Circuit J e 'LJ Miscellaneous 5 5 5 modular house N.Y.State approval#19-24576 5 5 Mfg Money Homes 5 Ej serial #606364 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Appliances and Accessories Furnace 1 0 Oil 5 Pump Motor 1 0 1 H.P. 5 5 Wiring and Devices 5 'LJ Receptacle 3 0 General Purpose 5 5 Switch 5 0 General Purpose S 5 Fixture 6 0 Incandescent 5 5 GFC1 Circuit Breaker 1 0 15 amp 5 5 5 Receptacle 1 0 20 amp Laundry Service sea/ L+ 5 1 Phase 3W Service Rating 200 Amperes 5 Continued on Next Page I of 2 r7 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. �7 5 5 v ��������sss����������� s��s��ss����LPs@r3PrJ M s rJ�rJ cPrJr�rJrPrJ ��ssssPLrL3rlar�cPrJ�r�cJ�rPrJ�rJ��P rnrn�n�ns���nnnn��n����n�n�nns����n����n�n co 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT Upon the application of upon premises owned by 5 STEPHEN ALBERTSON CHERYL& RICHARD CORAZZINI 5 P.O. BOX 1208 8500 NASSAU POINT ROAD 5 5 SOUTHOLD, NY 11971 CUTCHOGUA, NY 11935 5 C5 5 Located at 2925 RTE. 48 MATTITUCK, NY 11952 5 Application Number: 2031223 Certificate Number: 2031223 r5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor,Attached Garage, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the l7th Day of May, 2005. 5 5 Name QTY Rate Ratine Circuit Type C� 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 S 5 5 5 5 5 5 5 5 5 5 C seal 01 S2 of 2 D�I. 5 5 5 011 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. o L�� L3PLrl ��s����ss������������������������������s���s M 04/07!2005 2' -^0 FAY 16617245825 �ORA77INI . Q10021002 �o�g>SFFOI�� a�+ z Town Hall,53095 Main Road Fax(631)765-9502 P.O.Bax I179 ygJ�� Telephone(631) 765-1802 Southold,New York 11971.0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: J�— Building Permit No. 3 ocD,)S T Owner: bchavd, CO V az-zk t .I (Please print) Plumber: W." H 1 Ct.lt'1 (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. / (Plum afore) Sworn to b�efoic me�this day of 20 b S� ELAINE T.MI ANO !— NOte�1yy Public,State of New York Nb.g1dlflt32®2ftsf,Suffolk County Eblilntllsaiori EXptr" Alin 9.aL 7 I— Notary Public, County 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. 30295 Z Date MAY 6, 2004 Permission is hereby granted to : RICHARD CORAZZINI JR 8500 NASSAU POINT ROAD CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH ATTACHED TWO CAR GARAGE & COVERED FRONT ENTRY PER ZBA#5304 at premises located at 2925 CR 48 MATTITUCK County Tax Map No. 473889 Section 141 Block 0002 Lot No. 013 pursuant to application dated MAY 3 , 2004 and approved by the Building Inspector to expire on NOVEMBER 6 , 2005 . Fee $ 732 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS O�OgUFFO(,�cO Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road Gerard P, Goehringer Z P.O. Box 1179 George Horning O .le Southold, New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando Telephone (631) 765-1809 http://.southoldtown,northfork.net BOARD OF APPEALS RECEIVED cel_ TOWN OF SOUTHOLD �~ FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 5, 2003 , JUW�O 200� Appl. No. 5304 - Richard W. Corazzini. Jr. Property Location: 2925 C. R. 48, Mattituck; Parcel 1000-141-2-13. Southold Town Clerk SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 9,411 sq. ft. parcel has 99.93 ft. frontage along the north side of Middle Road in Mattituck and is improved with a dwelling. BASIS OF APPLICATION: Building Department's January 23, 2003 Notice of Disapproval, citing Section 100-244, in its denial of a building permit to construct a new dwelling at less than 35 feet from the rear lot line and less than 25 feet for both side yard setbacks. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 15, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Originally, applicant wished to construct a new 30' x 65' dwelling, replacing the existing trailer. The setbacks re proposed at 32 feet from the frontd roRerty line (facing Middle Road or C.R. 48), . side--yard at the northeast corne(l4 fl:side yard at the southwest corner, and rear yard at 32 feet, at its closest points, as shown on the November 9, 1999 survey, revised Janu`&ry 21, 2003, prepared by Joseph A. Ingegno, L.S. The applicant agreed to modify the plan, withdrawing the need for relief in the front and side yard setbacks, and moved the location to conform to the front and side yard code requirements, but increasing the necessary relief in the rear yard from 32 feet to approximately 29 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. During the public hearing, the Page 2—June 5, 2003 Apply No. 5304— Richard Corazzini, Jr. 141.-2-13 at Mattituck applicant was asked (and agreed) to move the new (unordered) modular home to a front yard conforming setback of 35 feet and rear yard setback of 29 feet. Also, the applicant was asked to place the home parallel to C.R. 48 thereby having conforming side yard setbacks of 10 ft. and 15 ft. This removed the nonconformity in the front and side yard setback location. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is nonconforming is size and the shape is at an angle facing a major highway (C.R. 48). The depth of the house at 30 feet is reasonable for a new home. 3. The alternative relief granted is not substantial in that a six ft. reduction in the rear yard is within keeping to similar established homes in the area, and on similar sized parcels. 4. The difficulty is self-created in that the applicant purchased the property with a house trailer and attached garage, but due to severe deterioration and wear of the trailer structure, the applicant is forced to rebuild. 5. No evidence has been submitted to suggest that the proposed new dwelling will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Orlando, and duly carried, to DENY the relief requested as to the front and side yard setbacks, and to GRANT Alternative Relief for a rear yard setback at 29 feet. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, Pdge 3-June 5, 2003 } Appt. No. 5304-Richard Corazzini, Jr. 141.-2-13 at Mattituck setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Orlando. (Absent were Member Oliva and Member Horning.) This Resolutio ly adopted (3-0). 4 Lydia A. TRAora, Chairwoman —Approved for Filing 6/ 9 /03 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: February 9, 2006 To: Town of Southold Re: Plumbing Inspection COra7Zinl 2925 Rtc. 48 Mattituck, NY 11952 Permit# 30295z To Whom It May Concern: A Plumbing Inspection was performed on this Structure, and all Plumbing was done correctly and also meets all state and local building codes. A pressure test was also pert ed on the waste/watcr plumbing systems. Any questions please feel free to call. r A b/P . �.oEfq��.� , # n )Jcsj. rely i x/17 q f' . e koski P.E. 9pF� oNPti `I i� JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: Second Foundation Inspection Corazzini 2925 Rte. 48 Mat ituck, NY 11952 Permit# 30295z To Whom It May Concern: This letter certifies that a Damp proofing inspection was preformed on the above mentioned property, and was all done correctly as per State and local code. Any questions please feel free to call. S cerely J ey Jain ki P.E. 9�FESS 9 i �ApF SOUTyo �4 coutm, o- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ e<FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C E - - - - - - - - - - - - r _ ✓�j DATE r�° © INSPECTO 5f SO F courm ' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IINNISULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR "'�► r er•�- �2M'`''.Ll l /'.'iiya,�_ J..Ci.iy � ,r�,� 1�. / O O co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 (( INSPECTION { . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING�INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -� DATE r/ o� INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RARKS: �``� DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ t] F NDATION 2ND [ ] INSULATION [ F W [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ' INSPECTOR ( -gam 765.1802 BUILDING DEPT. INSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD PROPERTY 4MORD CARD h OWNER STREET 2 2 VILLAGE DIST. SUB. LOT YIMER,7Nn l , (VJ OiV A fi r� E ACR.Z3iRc f' S W TYPE OF BUILDING - RNN Ecl�lcg 400 Pd r )n /--e 4,� CtaFt=�R 2E5.��� (SEAS. VL. FARM li COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS �� , , 5 v 7 O D ? fJ B o R i. ; L a / V •' rj yg P.! oo �- a' � � /0 7 SOLD BGoo o L PLOSCHAU i-WF 'O'D roo ooO z z 47 - .� �0 Q a5� - ►� a �p Von 41Z LVO � �Z3 �-Sall (grvns 9�f Ar-riJ'" E I I COQM 0Lj.Aj i i I ' "illabie FRONTAGE ON WATER Voodland FRONTAGE ON ROAD Aeodowland T DEPTH i louse Plot BULKHEAD otal r 10 i W F ENE■MEMO■ENE ■■■■N■■■■■■ IN ■E■E■■ ■■M■EN■■■N■■■■■ ■■■■■■■■■■■■■■■�O■ N■■■■■■E ■■i■ �iY EI I�eE■■■�■■■ E■ ■■E EEM■■fl ■ ■ ■OEM■INNER M■■■E ■■■MME■ ■■■■■�■■■■■ui■■■�■ids■■ • . ■■■N■■■■■■■■■■■■■�■ ' ■�■■EN M■■■■ �■ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) y x ----------------------------------- g n Zc FOUNDATION(2ND) T o r -606-1 y z ROUGH FRAMING& ? PLUMBING — INSULATION PER N.Y. 3 STATE ENERGY CODE FINAL �(ic ADDITIONAL COMMENTS �7 c5 O m / +� G z p E" Bal �iJ:K- ✓�`,✓i' - y d T d � y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined "S ,200q_ Contact: Approved 6 , 200C� Mail to: Disapproved a/c Phone: ,f 4S --�OG q Expiration 1 ,2005 ;��Au�KXNr-' 1 't loU Building Inspector APPLICATION FOR BUILDING PERMIT Date Z lF D 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 ghowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulat'ons, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ir ant or name,if a corporation) 9-5-t)o ZT k,) C't --M� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section / 7 / Block Lot Subdivision Filed Map No. Lot (Name) t 2. 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 S )e Jjwl brntr— 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Dv D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units . Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front *, LPRear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 11 ) 10. Date of Purchase 1989 Name of Former Owner A1 11. Zone or use district in which premises are situated ,Y C.5 , �f/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_ 13. Will lot be re-graded? YES NO_XWill excess fjle removed from premises? YES NO 2� 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY By REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO Q� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Swo to before me this _ �j day of -- 2 / otary Public VSia-tureof Applicant LYNDA M. BOHN / NOTARY PUBLIC, State of New York No.01806020932 Qualified in Suffolk Coun,t� Term Expires March 8, 20 3-f--7 NY Design Specifications - Attachment-1 Home Ident. (Job No.): 7432 Site Location: Cutchoque, NY Suffolk Co. Design Loads: Ground Snow Load: 45 Seismic Category: B Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g / Slp'g) 40 / 30# Floor DL: 10# Applicable Bldg Codes: Residential Code of NYS NYS ECCC 2002 - See Attached REScheck NEC 1999 Occupancy Classification: 1 Family Detached Construction Type Classification: Wood Framed Unprotected Index of Addtl. Specific Dwgs: Floor Plan Foundation Electrical Plan Elevations References: Window/Door Schedules - System Dwgs. Sht 3c APPROVAL LIMITED TO FACTGRY 81"-, I GRTION Calc. Manual - 55 Design Sidewall Studs - Pg 97 MAR 1 ` 204 Marr. Wall Studs - Pg 212 goo 'VENC Floor Joist - Pg 2 (55 psf Manual) 40` STpy .T C _ a ' W Q VI Attachment - i �0• 076T�� ��' ��THESTA'O'�4 NY Design Specifications - Attachment 2 55 Ground Snow - 24 Wide - Ranch/R.Ranch - 5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-2" 131 B 3-2x8 SPF 2/1 7'-10" 131 C 3-2x10 SPF 2/1 9'-7" 131 D 3-2x12 SPF 2/1 11'-1" 131 E 3-1.5"x5.5" ML 8'-2" 135 F 3-1.5"x7.25" ML 10'-9" 135 G 3-1.5"x9.25" ML 13'-9" 135 H 3-1.5"x11.25" ML 16'-9" 135 APPROVAL LIMITED TO FACTORY BU'- PORTION MAR 1 `` 2004 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 40S$ r Ncq 1 1-2x4 SPF 2/1 2'-4" 2 2 1-2x6 SPF 2/1 T-6" 2 3 1-2x8 SPF 2/1 4'-6" 22 ,?r a' 4 1-2x10 SPF 2/1 5'-6" 222 �o. p7g131 a� 5 1-2x12 SPF 7/1F' d" 222 x'77/FS7A���4 6 1-1.5"x9.25" ML 9'-5" 226 7 1-1.5"x11.25" ML 11'-4" 226 8 1-1.5"x16" ML 15'-9" 226 9 1-1.5"x18" ML 1T-7" 226 Attachment-2 NY Design Specifications - Attachment 2 55 Ground Snow - 26 Wide - Ranch/R.Ranch - 5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-0" 132 B 3-2x8 SPF 2/1 T-7 1/4" 132 C 3-2x10 SPF 2/1 9'-3 1/4" 132 D 3-2x12 SPF 2/1 10'-9" 132 E 3-1.5"x5.5" ML 8'-0" 136 F 3-1.5"x7.25" ML 10'-6 1/2" 136 G 3-1.5"x9.25" ML 13'-5 1/2" 136 H 3-1.5"x11.25" ML 16-4 1/2" 136 APPROVAL LIMITED TO FACTORY BU!LT PORTION Marr Wall Header/Beam Schedule MAR 1 ( 004 Symbol Header Max. Span Calc Ref �YG CONT F4�� 1 1-2x4 SPF 2/1 2'-3" 223r SNB Fy 2 1-2x6 SPF 2/1 3'-5" 223 y 3 1-2x8 SPF 2/1 4'-4" 223 4 1-2x10 SPF 2/1 5'-3 1/2" 223 s. 5 1-2x12 SPF 2/1 6'-1 1/2" 223 C;7 It 6 1-1.5"x9.25" ML 9'-1" 227 7 1-1,5"x11.25" ML 10'-11" 227 8 1-1.5'x16" ML 15'-1 3/4" 227 9 1-1.5"x18" ML 16'-10 3/4" 227 10 2-1,5"x16" ML 21'-1" 235 11 2-1.5'x18" ML 23'-9" 235 Attachment-3 � V a STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-0001 - GEORGE E. PATAKI RANGY A. DANIELS GOYERNOft - SECRE•AFY OF STATE December 18, 2002 Mr.Robert E.Hoffman Director of Engineering Muncy Homes,Inc. P.O. Box 246-Route 442 East Muncy,PA 17756 VIA FACSIMILE TRANSMITTAL RE: M 1387-02-070 System approval- CONDITIONAL Dear Mr. Homan: Issued herewith,in response to your November 6,2002 application for approval of a Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models .is Factory Manufactured Building Approval designated,M 1387-02-070 as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Supplemental Conditions of Approval In addition,the conditions under which system approval iso anted are: _ 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's,quality assurance agency.The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads, Dead Loads, etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification WWW.005.57AT£.NY.US E-MAIL: INFO(,S005.57AT.NY.US _ iviZ. nooerr c.noun December 18,2002 Rage 2 Construction type classification General notes Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members -Smoke detectors and GFC1Interrupt protection L IA Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections) details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed (such as sliding, drafting or unbalanced snow load conditions) 1.1.7 Non-typical details (such as prow roof, cantilever beams,etc.) 1.2.Summary of references to system for selection of structural members. 13 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing(listing) all peunit sets with information about project location,production serial number, and NYS insignia number. .3-The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code ofNew York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the accompanying set of plans and by the qualifying letter dated December 18,2002 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. 4ix E. C arl�Jr. Division of Code Enforcement and Administration Enclosure cc_PFS Corporation File 02-070.wpd f 1 Permit Number REScheek Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.5 Release le Data filename: WREScheck\7432.rek PROJECT TITLE: Turnkey/Corizine COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I ort Family HEATING TYPE:Non-Electric DATE: 03/02/04 DATE OF PLANS: 3-2-04 PROJECT DESCRIPTION: JobNumber 743' Prepared by: John Koehler DESIGNER/CONTRACTOR Premier Builders,A Division of Muncv Homes_ Inc. in q�—=p TO liAQPP0VA.L T 67 PA Route 442 East. P.O. Box 337 r;,_;_.�� Muncy, PA 17756 FACTORY PROJECT NOTES: MAR 1 004 1- Calculations reflect only that portion of unit assembled in the factory. ' ',`, U E�"t� 2- Builders or contractors may supply and install the required floor and/or foundation wall insulation. 3- For basements remainins unconditioned spaces,the builder shall enclose the basement stairs. The walls surroundin,the s basement stairs shall be insulated and protected with a vapor a barrier.The builder is responsible for supplying all materials. COMPLIANCE: Passes Maximum UA=232 Your Home UA--203 125% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1. Flat Ceilins or Scissor Truss 1 144 38.0 0.0 34 Wall is Wooci Frame, 16" o.c_ 1120 18-0 0.0 5S Window: 30 x 37 W: Vinyl Frame, Double Pane Faith Low-E 15 0.350 5 Window. 42 x 57 'A: Vinvl Frame. Double Pane with Low-E 116 0.350 41 Door: 32 x 80 Blank: Solid 19 0.200 4 Door: 36 x 80 2 Lite: Solid 22 0270 6 r � Floor 1:'All-Wood Joist/Truss, Over Unconditioned Space 1144 19.0 0.0 54 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer ! /��J'� � Date J-Z-`''�'� APPROVAL LPMI T ED TO FACTORY BU!! PORTION MAR 1x.2004 ,SSo ncgyc O ` a c REScheek Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release le DATE: 03/02/04 PROJECT TITLE: Turnkey/Corizine Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: [ ) 1. Wall 1: Wood Frame, 16" o.c., R-18.0 cavity insulation APPROVAL LIM'!TED TO Comments: FACTORY 3U ! POM ION Windows: MAR tf;' 2004 [ j I_ Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: 4 Panes_ Frame Type_ Thermal Break? [ ] Yes [ ] NoC11 T A . Comments: �,`�r E;VL� [ J 2. Window:42 x 57 W: Vinyl Frame, Double Pane with Low-E, U-factor 0.35 i s i Ca =r; For windows without labeled U-factors. describe features: 3 ; Panes_ Frame Type Thermal Break? [ ] Yes [ ] No 3 p Comments: Doors: "fs -,C [ J 1. Door: 32 x 80 Blank: Solid, LI-factor. 0.200 Comments: [ ] 2. Door: 36 x 80 2 Lite: Solid. U-factor: 0.270 Comments: Floors: [ ] 1. Floor 1: Alt-Wood Joist/Truss,Over Unconditioned Space, R-19-0 cavity insulation Comments: Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. IVlateriais Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. f ] I Manufacturer manuals for al! installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the buildimz plans or specifications- I Duct Insulation: I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ . ] Return ducts inunconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception.Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ J Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] ' Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Suilding Code of New York State ,the Residential Code ofNeu,York State or the New fork Cary Bedding Code , as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2 APPROVAL Ll ':!TED TO FACTORY BUILT r-,RTION MAR 1 f;204 AL J IT..- t a .,er7plo. C761'�04? Rs€ST PTS Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5'1 to 2.0" Over 2" 170-180 0.5 LO 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2" Runouts 1" and Less 1.25" to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 OS LO 1.0 1.5 Steam Condensate(for feed water) Any LO 1.0 1.5 2.0 Cooling Systems Chilled Water,Refri,,erant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) APPROVAL LIM"ITFD TO FACTORY ='J 7 FORTiON MSR 1 2004 ,o ar e4r, h STP Is - .`. J.9i 5C htE•0 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV, OF MUNCY HOMES,INC. i - I i i, APPLICABILITY LIMITATIONS: MEAN ROOF HEIGHT(MRH)= 14.3 h NUMBER OF STORIES= 1 FIRST FLOOR WIDTH(W )= 26 ft FIRST FLOOR LENGTH(L 1)= 64 ft BUILDING ASPECT RATIO(L/W)= 2.46 FLOOR JOIST DEPTH= 9.25 in MAX.VERTICAL FLOOR OFFSET= 0 in FLOOR ASPECT RATIO(L/W)= 2.46 MAX.FLOOR DIAPHRAGM OPENING WIDTH= 3.5 ft MAX.FLOOR DIAPHRAGM OPENING LENGTH= 7 ft FIRST FLOOR HEIGHT(H 1)= 7.5 ft CEILING ASPECT RATIO(UW)= 2.46 MIN.SHEARWALL SEGMENT(H/3.5)= 2.14 ft ROOF PITCH= 7/12 DESIGN DOES NOT MEET LIMITATIONS OF THE WFCM METHODOLOGY BUILDING INFORMATION: JOB NUMBER= 040211 DATABASE NUMBER= 37532 PLAN NUMBER= TURNKEY/CORIZINE FIRST FLOOR LENGTH(W;)= 26 ft FIRST FLOOR LENGTH(L )= 64 ft i TRUSS SPACING(TOC)= 24 in * lill STUD SPACING(SOC)= 16 in r MAX.UNRESTRAINED OPENING HEIGHT= 6.75 ft , Wind Speed(FM) 100 mph OrES°�� Page 1 of 8 waniiviz 26«4.e4_1M-or,E STORY,ft 3/9/2004 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV.OF MUNCY HOMES,INC. CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS SIMPSON H2.5 Z= 365 lbs SIMPSON 1-110 Z= 850 lbs FLAT STRAPS - SIMPSON CS22 STRAP w/(7)8 d COMMON NAILS EA.END Z= 631 lbs SIMPSON CS20 STRAP w/(9)8 d COMMON NAILS EA.END Z= 824 Ibs SIMPSON CS16 STRAP w/(14)8 d COMMON NAILS EA,END Z= 1353 lbs HOLDDOWNS wl 1 1/2"EDGE DISTANCE ASSUME 3000 psi Fc CONCRETE SIMPSON LSTHD8RJ Z= 1600 lbs SIMPSON STHDIORJ Z= 1943 lbs SIMPSON STHDI4RJ Z= 2612 lbs (2)SIMPSON STHDI4RJ Z= 5224 lbs 1/2'ANCHOR BOLT Z= 1056 lbs 5/8"ANCHOR BOLT Z= 1488 lbs 0-162'x 3.5'COMMON NAIL(TOENAILED) Z= 159 lbs NOTE:SIMPSON CONNECTORS&FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME DF/SP VALUES I /+ ww rd Ems Page 2 of 8 1040211V72_26wide 64_1995-ONE STORY.As 3/9/2004 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV.OF MUNCY HOMES,INC. UPLIFT AT TRUSS/PLATE CONNECTION ROOF&CEILING ASSEMBLY DEAD LOAD= 15 psf ROOF SPAN= 26 It UPLIFT CONNECTION LOAD: (FROtTABLE 2.2A,1995 WFCM) AT 24'= 335 plf AT 36'= 474 plf AT 26'(wup)= 358 plf REQUIRED TRUSS TIE DOWN: Pup= w„P'TOC- MRH v1= 564 lbs 33 USE A SIMPSON H10 EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 564 lbs REQUIRED STUD TIE DOWN: (FIRST FLOOR) (FLAT STRAPS ONLY) STUD TO BAND CONNECTION: - Pup= w„p-SOC- C MR N-66 plf"SOC= 33 Pup= 288 lbs USE A SIMPSON CS22 STRAP w/(7)8 d COMMON NAILS EA.END EACH STUD OR EQUAL OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 288 lbs BAND TO BAND CONNECTION:(SHEATHING CONNECTION) STUD SPACING(SOC)= 16 in 0.131"x 2.5"COMMON NAIL ALLOWABLE SHEAR(Z)= 127 lbs NAIL SPACING(2 ROWS)= 2-Z- SOC= 15 in Pup USE TWO ROWS OF 0.131"x 2.5"COMMON NAILS AT A MIN.OF 15"ON CENTER THROUGH EACH RIMBAND .,'v" \ or } Page 3 of 8 10x02111712 264 wafi4_7995-ONE sTORY.xIs ,•' 3/9/2004 1 \ SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV.OF MUNCY HOMES, INC. LATERAL LOAD AT ROOF/CEILING DIAGPHRAM ROOF SPAN= 26 It ROOF PITCH= 7/12 LATERAL LOADS FOR ROOF DIAGPHRAM: (TABLE 2-58.1995 WFCM) AT 24'= 260 plf AT 36'= 325 plf AT'(wlat')= 271 plf W,,,= w,,,"H/8' MRH zn= 200 plf 33 LATERAL LOAD AT FLOOR DIAGPHRAM LATERAL LOADS FOR FLOOR DIAGPHRAM: (TABLE 2.5A,1995 WFCM) FL,,,'= 285 pif FL,,,=Fl-,y'H/8- C MRH 2" = 210 plf 33 FIRST FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH(W,)= 26 ft FIRST FLOOR LENGTH(L 1)= 64 It SHEARWALL TYPE: 7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 in D.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 422 plf(TABLE 38,1995 WFCM) MIN.SHEARWALL SEGMENT LENGTH= 2.1 It FULL HEIGHT SHEATHING PROVIDED= 17 R 1st FL.PERCENT FULL HEIGHT SHEATHING= 71 1st FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.75 ft 1st FL.PERFORATED ADJUSTMENT FACTOR(Cp)= 1.12(TABLE 3.16.1995 WFCM) 1st FL.NUMBER OF SHEARWALLS IN_d)= 2 SHEARWALL REACTION(R,w,)=L,'W,,,/N_= 6397 lbs MIN.LENGTH SEGMENTED SHEARWALLS(L w)=R�„d,/V = 15.2 It PERFORATED SHEARWALL LENGTH REQUIRED (ENDWALL)=Cp•L w= 16.98 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=16.98 ft PROVIDED=17 K j ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED of Q 1 073 Page 4 of 8 1040271\772_26widen64_1995-ONE Si ORY.MlS '" 3/9/2004 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV.OF MUNCY HOMES,INC. FIRST FLOOR ENDWALL HOLDDOWN REQUIREMENTS FIRST FLOOR WIDTH(W,)= 26 ft SHEARWALL REACTION(R ,)= 6397 lbs WALL HEIGHT(H)= 7.5 ft UPLIFT FORCE(U E1)= R�„dt•H/Lt= 1846 lbs SEE PAGE 11 FOR CONNECTION DESIGN FIRST FLOOR ENDWALL LATERAL FLOOR CONNECTION REQUIREMENTS FIRST FLOOR WIDTH(W t)= 26 ft FIRST FLOOR LENGTH(L t)= 64 ft FL„i= 210 plf WIN= 200 plf 1/2"ANCHOR BOLT Z= 1056 lbs 5/8"ANCHOR BOLT Z= 1488 lbs 0.162"x 3.5"COMMON NAIL(TOENAILED) Z= 159 lbs RIMBAND TO SILL PLATE CONNECTION LAT= (WIN+FL./2)= 305 plf V= LAT'L/2= 9763 lbs #TOENAILS PER FOOT= V/Z/W= 2.4 NAILS/It TOENAIL SPACING= 12/#= 5"O.C. USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 5"ON CENTER SILL PLATE TO FOUNDATION CONNECTION #1/2'ANCHOR BOLTS= V/Z= 10 BOLTS BOLT SPACING= (W-2)/(N-2)= 36 in USE 112"ANCHOR BOLTS @ 36"O.0 ANCHOR BOLTS TO BE A MINIMUM OF 1'-0"FROM CORNERS #5/8'ANCHOR BOLTS= V/Z= 7 BOLTS BOLT SPACING= (W-2)/IN-2)= 57 in USE 518"ANCHOR BOLTS 57"O.0 ^� ANCHOR BOLTS TO BE A MINIMUM OF 1'-0"FROM CORNERS or New - r 0787V \000217\772 26wgexW_7995-ONPage 5 of 8E STORY xis � � 3/9/2004 SHEARWALLDESIGNPREMIER BUILDERS (per 1995 WFCM) A DIV.OF MUNCY HOMES,INC. FIRST FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH(W,)= 26 ft FIRST FLOOR LENGTH(L,)= 64 ft SHEARWALL TYPE: 7/16"OSB EXTERIOR(UNBLOCKED)w/1/2"GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 in O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 330 plf(TABLE 3B,1995 WFCM) MIN.SHEARWALL SEGMENT LENGTH= 2.1 ft FULL HEIGHT SHEATHING PROVIDED= 35 It 1st FL.PERCENT FULL HEIGHT SHEATHING= 55 1st FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.75 It 1 st FL.PERFORATED ADJUSTMENT FACTOR(Cp)= 1.3 (TABLE 3.16,-1995 WFCM) 1st FL.NUMBER OF SHEARWALLS(N,d,)= 2 SHEARWALL REACTION(R W,"WI.,/N.,= 2599 lbs MIN.LENGTH SEGMENTED SHEARWALLS(L s„)=R,b„/V = 7,9 ft PERFORATED SHEARWALL LENGTH REQUIRED (SIDEWALL)=Cp•L sN= 10 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=10.24 It PROVIDED=35 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED FIRST FLOOR SIDEWALL HOLDDOWN REQUIREMENTS FIRST FLOOR WIDTH(W 1)'= 26 It FIRST FLOOR LENGTH(L 1)= 64 ft SHEARWALL REACTION(R,,,d,)= 2599 lbs WALL HEIGHT(H)= 7.5 ft UPLIFT FORCE(U E,)=R,,,d,'H/L, = 305 lbs SEE PAGE 11 FOR CONNECTION DESIGN FIRST FLOOR SIDEWALL LATERAL FLOOR CONNECTION REQUIREMENTS FIRST FLOOR WIDTH(W,)= 26 ft FIRST FLOOR LENGTH(L 1)= 64 It FL,,,= 210 pif W1„= 200 plf 1/2'ANCHOR BOLT Z= 1056 lbs 5/8"ANCHOR BOLT Z= 1488 Ibs 0.162"x 3.5"COMMON NAIL(TOENAILED) Z= 159 lbs / rte.. RII.iBAND TO SILL PLATE CONNECTION LAT= (Wj� *Fl,.,/2)= 305 V= LAT'W/2= 3966 lbs - _.*7- , R TOENAILS PER FOOT= V i Z/L= 0.4 NAILS/It I :1 TOENAIL SPACING= 12/#= 30-"O.C. USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@'30"ON CENTER \ A'� itsse Page 6 of 8 �04027;v;2 25,,gd xU_1995.0NE STORY is 3/9/2004 I I SHEARWALL DESIGN ( PREMIER BUILDERS per 7995 WFCM) A DIV.OF MUNCY HOMES,INC. SILL PLATE TO FOUNDATION CONNECTION #1/2'ANCHOR BOLTS= V/Z=- 4 BOLTS BOLT SPACING= (L-2)/(N-2)= 72 in USE 1/2"ANCHOR BOLTS @ 72"O.0 ANCHOR BOLTS TO BE A MINIMUM OF 1'-0"FROM CORNERS #5/8'ANCHOR BOLTS= V/Z= 3 BOLTS BOLT SPACING= (L-2)/(N-2)= 72 in USE 513"ANCHOR BOLTS @ 72"O.0 ANCHOR BOLTS TO BE A MINIMUM OF V-0"FROM CORNERS of _, c:i s r.l •moi \Vb� .,��� seed''' / `4402111712_26wig2x61_7M-ONE STGRY.xIs Page 7 of 8 3/9/2004 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV.OF MUNCY HOMES, INC. COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES:(SEE ABOVE FOR CALCULATIONS) 1 st FLOOR ENDWALL UPLIFT FORCE(U E0= 1846 lbs 1 st FLOOR SIDEWALL UPLIFT FORCE(U st)= 305 lbs DEAD LOADS: FIRST FLOOR WIDTH(W 1)= 26 ft FIRST FLOOR LENGTH(L,)= 64 ft FIRST FLOOR HEIGHT(H,)= 7.5 ft ROOF&CEILING ASSEMBLY DEAD LOAD(RDL)= 15 psf WALL DEAD LOAD(WDL)= 12 psf FLOOR DEAD LOAD(FDL)= 10 psf SIDEWALL FIRST FLOOR CORNER: - Roof&Ceiling DL=0.6'RDL'Wt'1-1/8= 1872 lbs WALL DEAD LOAD= 0.6'(WDL-H,'L,/2)= 1728 lbs FLOOR DEAD LOAD= 0.6'FDL'W,'L,/8= 1248 lbs TOTAL DEAD LOAD= 4848 lbs ENDWALL FIRST FLOOR CORNER: WALLDEADLOAD= 0.6'(WDL'H,'W,/2)= 702 lbs FIRST FLOOR HOLDDOWNS UPLIFT FORCE= 1846 lbs(MAX.OF FIRST FLOOR UPLIFT FORCES) FIRST FLOOR DEAD LOAD(DL,)=4848 lbs-702 lbs= 5550 lbs HOLDOOWN FORCE= 18461bs-5550 lbs= -3704 lbs NO PHYSICAL HOLDDOWN REQUIRED FIRST FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR(Z)= 184 lbs UPLIFT FORCE= 1846 lbs(MAX.OF FIRST FLOOR UPLIFT FORCES) / NAIL SPACING(2 ROWS)= 2'H'Z = 18 in O.C. a�""•� U / FASTEN CORNER STUDS 2 ROWS OF 15d COMMON NAILS @ 18"ON CE E �t pjS131 Page 8 of 8 \000217\i 72_26wiGez60_7995-ONE STORY.xIa 3/9/2004 SEISMICAND NEW!:The 1112.5A i9-sVmetrit;aIWdesigtted#or-easy-installation,with MATERIAL:See table higher uplift loads to meet new code requirements.A placement morn FINISH:Galvanized;H10-2,H11Z-Z-MAX.Other models available in stainless allows easy installation on double-top plates. steel-or Z-MAX;see Corrosion-Resistance,page 5. NEW!The H5A has an installed cost benefit,as it only requires 5 rmiis, INSTALLATION:•Use all specified fasteners.See General Notes- lower r:eet lower uplift requirements- •H1 can be installed with flanges facing outwards(reverse of drawing The H connector series provides wind and seismic ties for trusses and rafters. n;;mber 1) 1Alhen installed inside a wall,a birdsmouth cut is required � Allowable loads for more than one direction for a single connection cannot ? °H2.5,H3, H4,H5 and H6 ties are Shipped in equal quantities of . rights and lefts. Ibe added ioget er.A design Iowa which can be divided into cdmponents in I •Bend the H7'over the top of the truss. Install a minimum of four 8d the directions given must be evaluated as follows l Design Shear/Allowable Shear+Design Tension/Allowable Tension<1.0. nails into the truss,including two into the truss side. •Hurricane Ties do not replace solid blocking. CODES:BOCA, ICBO,SBCCI NER-422,NER-393,NER-432;NER-499; ''"- j��19h6 6City of L-A.RR 24818;Dade Co,FL 00-0512.11 (H10); 30-0926,01 (H1,H2.5,H3,H4,1-1511 I I 2 31Y° r - l I -*s 19116 - 3 4'� 13/4° 2a4, 7 1 JI r73j10N ~� 1�II Fj'1\ J til �i H2 H2.5 / 119/16 �2 H4 1i2 1'h6" H2.5AHZ U.S.Patent U.SHpatent - 4,714,372 1 _ ) 4,714,372 8W HIS 7% I H1UE2 i I I HIES ZI. 4I�• � 19'/6 I - _ ¢� f. 2ov.. 614" 04• 5. � H5A 6,F � I i _.� � � a I �_6" �-II---_ H10' I (H10R similar) U.S.Patent �}- � 1 _. H9 4,714,3721/ 4 U.S.Patents / 12 H7 w' 4;480,941; Canada Patent 1,193,418 `"' '�� Fasten •s ��g�tcit�5a Fin �iiplit� �. Spruce Pme Ftr Uptft Dp1 �o1ft raAltowabieLoaiisizr t7e'.Lrta�"� Loailrxr 1_o�-with Model �� - �No To T0 `Lateral* �Is � 3� i{a4torc7 tilt 39t�B (133/1Sal t $ H1 18 6 8dxlyz 4 8d 1958 490 1585 1485 j 165 1 455 400 400 415 140 370 '7 k!2=�> #12 1 8d 8d ' 1300 I: l 104:, ' 365 365 ;130 13n 3£5 2SA 18 •5588 1 5-8d — 1793 600 &00 180 1`T5 480 ""390 390 80 75 290' u: s H3 18 4-8d 4-8d — 1433 455 455 125 1 160 415 1 320 1320 1 105 140 ^4 2.:.i 4 3 300 I 300 100 165 30U 235 1 235 i 4V 1 135 i 235 H 1 G-2 g4 t ADO H r 455 25 265 ':100 ,1?0 265 = 115A T$` 3 Bd 0,8d. 8,8d H7 116 I 4-8d I 2-8d 8-8d 2991 1930 985 400 I — — 800 845 345 — j — I S ii N� 5-10dx1/, � 5-1Qrix1Y j n9KT 18 4 SDS',x'/ 5-SDS/1/,x1/'/-2 — 28 i2 87o 1875 IoBG i2� 755 755 68G I 25 — H10 181. 8 8d0 •8 Sdxl% - 3135 X05 X90` 585 525 1 780 850 1505 { 450 H10R 1g1 8 8dz1y 8 8dx1/ — 31357 9.0 190585) F25; 8rJ '850 SD5 450 — -� 4 _ I ID H10=2 18 &1V—d 6-1Dd — 2447 760 760 1455 655 655 390 3a0 — ��, H11Z 18 I 6-16dx2% 6-16dx2% I — 5097 830 1830 525 1760 — 715 1 715 1450 655 —_I Ft11Z �\ 1.Loads have been increased 33%and 60%for earthquake or wind loading with no further increase allowed. 6 The H9KT is sold in.20 piece packs with screws. 2 Allowable loads are for one anchor.A minimum rafter thickness of 2112'must be used when framing 5 When cross-gra:,bending.o, ss-g:,,,lension t.'a avoided anchors are installed on each side of the joist and on the same side of the'plate. mechanical reinforcement to resist such forces should be considered. 3.Allowable uplift load for stud to bottom plate installation is 400 lbs(H2.5),390 lbs;'r.2.5A); 6.Hurricane Ties are shown installed on the outside of the wall for clarity. 360 lbs(1-14)and 310 lbs(1-18). Installation on the inside of the wall is acceptable.For a Continuous Load 136 Path,connections must be on same side of the wall. 'HURRICANE TIES O.. 4 O` 0 H2.5 Installation 4 H1 Installation (Nails into both top plates) H2.5A°Installation damon 0 (can eliminate H2 Installation costly rafter notching) jab O6 H4 _ Installation H4 Installation 5 (Nails into upper top plate) (H2.5 similar) H5.Installation H3 Installation (see footnote 3,page 136) (Nails into both top plates) MMMM Use a MhMM of M 8d,roi 11 this side a6u4 pafal bur 8d H6-Stud to Band Joist ion Installation 1 . ..F 10 H6 Stud F, to Top rra ea .Rs Plate iMo owes. Og Installation SqhWs�m 1 H5A Installation sibs '� Yf)12 H7 Installation U ILz O H9 attaching y3 H8 attaching16 truss to top plates In rafter to double H8 attaching 15;H8attachling. 1a stud to sill I-joist to double too plates N trip i, IGJ -- _N— i;-8d=into plate, 5-8d into stud) 0 Hurricane Tie Installations to acnreveTwiice the Load(top View) o 1*q,L TOP PLATE WALL SP-PtxTc - - Ffim VIM F, 17 Hyo installation - H1O-2 Installation Install diagonally Nailing into both H10 and HI OR optional positive angle O (H11Z siimifarj across_from eac sides of a sinaie Ply l nailing connects shear blocking tc rafter. other for minimum 2z truss may cause Use 8d common-nails.Slot allows 2x truss. the wood to split. maximum field-bending up to 27°at 0.73 of the table upiift load;bend one time only. 137 ZA The MSTC series has countersunk nail slots for a lower nahn _ ro- ` " g p . quanbty of fasteners used.The LSTI fight•strap ties are suitable where gun-nailing file.Coined edges ensure safer handling.The RPS meets UBC and City of is necessary through diaphragm decking and wood chord open web trusses. Los,Angeles Inde_.jrreauirEments.:for-notcbing„plates where:plumbing, FINISH.HST-Simpson gray paint;PS HDG;_aA others—galvanized.Some-products heatmg:or other pipes are placed in partitions. - -are available in stainless steel or Z-MAX;see Corrosion-Resistance,page 5. Install Strap Ties where plates or soles are cut,at wall intersections, INSTALLATION:Use all specified fasteners.See General Notes. and as_rige ties.LSTA and MS TA stress are engineered for use Qn 1 Yz” OP-TION&Special sizes can be made to order.See also HCST. members.The 3"center-to-center nail spacing reduces the.Ross.ibility_of CUDES:-BOEA-i£B0,SBCCI NER 413,NER-443;ICBO 4935,5357; splitting. For the MST, this may be a problem on lumber narrower than 3/z;either fiilFevery nail hole with 10dx1�lz"nails or fill every other nail Oz__ro„nfi ri nn_1n��n5 ffirtSTn30 k4STA36 crit cr22); hole with 16d commons.Reduce the allowable load based on the size and City of L.A.RR 25119,RR 25149,RR 25281. 114 _j . W N cli z'Tm 1O 04 WQ N =LL Cl) N LL N ^� !2 Q Co X ICn N p LL Vl y I M N N ST2115 N m 3�. ¢ N CU) - LL W Ir MST9,ST12, Cn I t mST18 ST2 {r r U_ 2 ♦- O co co G ST MSTAM36 LSTA and MSTA FHA ` _� U.S.Patent ~ ~ Q 4,3u7,973 (pilot holes - co not shown) n c co J co G I N W n fm n I 3 - A 3 MSTC28 U � W MIN 9 VV I HST .. ---- I-----------�J_J� g 2%"1HST2 and HST5 HST2 HST5 1'!z' 3' 'HST3 and HST6 HST-3 HST6 c I - y 1 MST! MST LST1RON U _rJl U '4� {j. Floor-to-Floor Typical Tie Installation MSTI Installation ( il shown) ' MIT hanger 9 a LSTf similar Clear showing Span Typical LSTI Installation 13© a. s t - BEAM and - 'BEAM and . 6v ..STRAP y,•:— .STRAP Dimensions Fasten Model Ga >^ � W'rFloar tr R�t `.• END W` L a y.NtailSie}"` (y3 )'' (16D):- DISTANCE END \ DISTANCE RPS18 1y 185, 12-16d 810 1080 1295 RPS22 16 1y 22% 16-10d 905 1205 1445 RPS28 1y 283 1 12-.16d 810 1080 1295 =� x191_F.n�- �ry4, .9.�r�-: �8 Y(Jd�z, "'i 450• 605= 725 . 41 _-? a a10Odra�.a_65. X7553.. 905 U fi —�--:�.. ..$�• � E 1�";, .F --�,''i4�F>�1,.- a �P•�,��5� ,1:265 : 2 d Q T2Q5 �T295 ES2 � ' 24 118 Sfad -57' 295 x}295 Typical LSTA Installation Typical LSTA Installation ST29 '" 9rf2 S6d1�79c �055a r (hanger er not shown ( g ) (hanger not shown) Ss1'h]t5 ,�= 6 }0 15d> X45060a x¢00 I�¢del Notch *tdo Qtate ;_jMidth<` �+ a _ 5621.5, r2 163✓ a20 LSTA30 1y, 30 22-10d 1255 1670 1715 RP818 2x4 <5y I �h-RPs18a1y, 36 R s5 1r -� LSTA36 26-10d 1480 1715 1715 •PPS28 I RPS78 LST149 3% 49 32-10dxi y 1455 1940 2330 RPS28 2x4 5 12 V RPS28(INCOMPLETE NAJL PATTERN SHOWN) LST173 3% 73 48-10dx1y 2185 2910 3495 RPS MSTA9 14 9 8-10d 455 610 I 730 Typical MSTA12 18 1y 12 10-10d 570 760 910 RPS MSTA15 1y4 15 12-10d 685 910 1095 Installation MSTA18 1y, 18 14-10d 800 1065 1275 MSTA21 iy 21 16-10d 910 1215 1460 Floor-to-Floor Clear Span Table MSTA 24 1 , 24 18-10d 1025 1370 1640 P x X685 `2....025 j< sem, 21'.35.- .... IVa aSQan :1`otaf.' � ensrm s' .�T,6' •r;.: .���,� _-F:+, ;�, k.;;2�..i1�tQr.. � - k � `� 53512 ��, 6i T89II 2a 630 ` MSTC28 18 12-16d sinker 920 1105 16 16-16d sinker 1225 .1470 K 8d 25 @ 1f} 18 44-16d sinker 3375 4050 fifIS 28,r a 3fi MUM w MSTC52 16 48 16d sinker 3680 4415 `° 1)1 '56dirikerS 299f 3985 4740 ' I - - -s x'1 A7fS�FC' r� ,52yy. 2`�k&-d s n�eis 3555:,�4�40_`_74D �" --:. --- � " �. MS.TC66 -°�.� t f • ��;. PS218 and PS418. 2h' 1%j _ - T"''' 4th' 16d sinker k•,- `855 MSTC66 3 653; .76-16d sinkers 4390 5855 5855 . 18 80-16d sinker 5855 5855 MSTC78 14 3 773; 76-16d sinkers 4390 5855 5855 1 PS PS720 3'' 11/1 MSTC78 ST6236 I I 2y 33% 40-16d 2575 1 3430 1 3430 1 16 80-16d sinker 5855 5855 18 32-16d 3135 3765: 5 88 MST48 16 34-16d 3330 4000 �tf% ��"`�35• '"88 z _ w Typical _ PS720 18 56-16d 5800 5800 —s Installation MST72 16 56-16d 5800 5800 o r� AI s `M1 eft�: 631•dz565 2.91505 - o' - MSTI60 2 fibs j6F I0d 1 `2760< 3680 4415 s s 18 26-10dx11/2 1545 ~1855 N MS172 �e, 72 7210dxiy ,3310 4415-,.:4725,:' Mader pimensiops Bofts MSTI48 16 28-1 Odxl'/2 1660 1990 ('5218` I 2 118 1 4 1 5 Lva$Llu "1S 1i38d7Ct1Q233 1 , SOU PS418` 7 L 4 18 4 %y 18 5010dx11h 3065 3680 PS7206 1 6� j 20 E 8- - -I K072. 16 5210dx11/z 1 3190 3830 O 0 0 ers'a sl cas`2 e s(Total] Aauwnu`,c T c�ia,l7l L ads.- 1.Loads have been increased 33%and 60%for earthquake or wind _ loading with no further increase allowed.Floor loads may not be L�9deL Ga I �' nt ti, Luau5.-, 3DiIs Iincreased for other load durations. Ne I 1Ar r Na Is C C 4 door clttor f 2.10dx11/z'nails may be substituted where 16d sinkers are specified = 1,k r1,. r.-. at 0.80 of the table loads. MST27 2y, j 27 30-16d j 4 y 2070 2760 2790 1295 1725 2070 3.104 commons may be substituted where 16d sinkers are specified aUQ0%_oLtable!cads—_-.--- Iv1ST37 :2 2y,,, 37 z!42-16d o 1 y 2860 3815 3815 1825 2435 j 2920 4.16d sinkers(9 gauge x 31/4')or 10d commons may be substituted MST48 1 2Y, 48 46-1 6.d 8 y 3345 4460 4460 2225 2970 3560 where 16d commons are specified at 0.84 of the table loads. MST60. 4350 580D "5800 260 ,:',3565 -4275: S.Allowable bolt loads are based on parallel to-grain loading and these 10 minimum member thicknesses:MST-21/z';HST2 and HST5-4'; MST72 2 72 56;75d 10 435.0'r 5800'.`5800 ,2670 '3565 4275. HST3 and HST6-41/z'. 2 21 s� 13130 4175 5005 0 HS 7 Y Y� — J-11-2— '6 u..S strap design loads must be determined by the building designer HST5 I 21% 2 l — — — 6385 8510 10210 for each installation.Bolts are installed both perpendicular and 'HST;3 3 25y 6 k;y l 645 -6Y95 •7435=' parallel-to-grain. , 7.Use half of the nails at each member being connected to achieve ffSF6, 6.-25y —= 12 II 9350r 12465 1.4955"- -L the listed loads. 8.For lap splice details,refer to T-CMST 131 i ,leb Truss Truss Type �Qty�Ppi�y �M�u-ncys212 Y1400 HL4344201 HINGED MONO 7102.Pa Untvrsal Forest Products,Inc.,Grand Rapids.MI 49506 4.201 SRI a Nov 16 2000 MITek Industries.Inc.Wed Dee 1S 15:16:50 2002 Page 1 3-2-0 ll-5-1 12-8-12 rr 3-2-0 8-31 1-3.11 U Opt.CM100 3 1 NEK, ALT. L� tKINGPosp`' 'V MCFEsBaaL f\ o ���Lw•F O 7 DETAIL aco 2 s KEVIN W FREEDAAN g See Note 11 5.00 12 BEH18E b�°e31� _ Conn.375(Ib) 9 y en .91 F� 78663 ' O 1O- GUSSET DETAIL �'S Y L� P pROf.S510Nh��' BEH 7 8A ADD GUSSET AHYTIM CANTILEVER T 5X5� 4 L�$ EXCEEDS 12'UP TO 3e'MAX. Y ( )4 2% 3 2x5 \\ Conn.69 Ib 1 1 � 2-10 0 ' 7 ' 2 ne Face *D t,cv r.•,,: `• , ttanrrll arrnm►i� c� m 10 GUSSET ► r17 e�E41N lV 7 h TSE OF Q'/y' 3x4 N c 1 ��� w','��• Yy, -,••�,,�PEGISjF;:➢FF,''� co _ 0.10-0 `+'' KEVIN W, i',y 9R;,3 y[ Irh FREFl4AN v'(i. p0\O a: IL 3x5= C) CIVIL. t o o ti°° ° o R W FOR CANTILEVERS GREATER (t,}� No.42980 ( -65329 W 9 THAN 1r AND LESS THAN 8 1r-1-8 Notch y, %�d'�`•`WAR ��,••� Z 2X6 (( 38-,GUSSET IS REQUIRED. `yr G1$t�p,EO � %�oyq tai x (115 C• 3/4e X 3 5/$'Dad 6x8 II > --i 1aaTouacAm. o SEE DETAILS. SbNAI EN Ip4peH�Uev �I LP oto 3-z-0 NP V �ank every 15132•PLYWOOD GUSSETT n�- (BOTH FACES)FASTENED WITH IW'AoloZ r- 3-2-0 ( 12-8-12 1 16GA.STAPLES AND 100% STRUCTURAL ADHESIVE. 3-2-0 9-6-12 - PW//e OSsete 1:0-4-10 o-1-S 1:6-1-100-1-9 3;0-1-00-10.11 4:0-0.50-0-6 5:0-0-110.1-2 OMING(p4 SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 70.0 Plates Increase 1.15 TC 0.97 Verl(LL) -0.35 8-9 >319 M1120 197/144 TCDL -7.0 Lumber Increase 1.15 BC 0.64 Verl(TL) -0.45 8.9 >244 M1118 141/138 13CLL 10.0 ss Rep Strefrw YES WB 0.65 hbri(TL) -0.00 S n/a BCDL 10.0 Code BOCAIANS195 (Met*) 1s17 C LL Ain 9dati.240 Weight 57 lb LUMBER TOP CHORD TOP CHORD 2 X 4 SYP No.2•Except 2-3 - 526 3-4 -609 4-5 -630 6-6 _200 6)Truss merruMre shall not M cra.ddtisd,eked,notched a oSarwise (P] 4.6 2 X 8 SPF Not.6-7 2 X 4 SPF No.2 6-7 . .124 8-10 S44 aaerod without written approval of go design engineer. BOT CHORD 7)•Provisions must be made to prevent Island movement of 9a by chord BOT CHORD 2 x 4 SPF No.2 1-9 -348 8.9 = -330 during transportation.Extreme can must be utilized rotating the by Burd Actualapplied to Cho bad WEBS 2 X 8 SPF NoA'Excepl• WEB S -096 39 =-1430 3-0 635 Into place. S N� 46.6� Unbalance - S�Takaprecautlan b keep the chords h plane.any l»rWkg or lwislktg of 9a NruW plate must W npaked Mbn tlw hutidYug M put klo senvics. (P (P6 5.10 2 X 3 SPF Slud,3-9 2 X 3 SPF No.2.3-a 2 x 4 SPF No.2 9'.Tnuses shall be braced a handling,kxsla*V 16'do 70(p3f) 105(Psi) 5.13 2,X 4 SPF Sbd NOTES I and) accometal plate rding b wood trustee.H.I.B.-01, SLIDER US 2 JC 8 SPF No.3 2-0-0 1)This truss has been designed for is bads generated by 120 mph winds at 10I This Indus=has been d0 o � 25 a above proud level located 100 mi from tis hurricane ocesnWu.ASCE 2308.10.7.1;2000 IRC 1280210.mee120001BC Section BRACINGCHORD 7-98 conWwleude and cladding axlemal pressure coeakLnte for the exterior 11)Thus may be cul.a"ver"Ale ref.b straw. (2)zone and 8.0 pat bP Burd and 6.0 pat bottom chord deed load are being SheaSrd ar 3-11-15 m purlins,except end verlicab, used.The design assumes occupancy category Il,terrain exposure C rd BOT CHORD kdemal pressure coefficient condition I. ' Rigid calling directly applied or 8-0-0 cc bracing. If and vef*.&exist,they are not exposed to wind.S cantilevers exist, they sea exposed to wind.If porches exist,May we not exposed to wind. REACTIONS(*/Sim) The kanber DOL krzease Is 1.60.and tis plate pip it%=""Is 1.33 S . 732/1,69dwNcal 7 . O/Meduantcal 2)Ai plates we W120 plates unless otherwise Indicated. 9 y718N-3-S 3)Rotor to gkdogs)for Wes to truss connections.* Max Hort 4)Provide mechanical corvacliorl(by others)of Was to bowing plate 7 . _109(bad case 1) 9 - 552(load case 2) capable of wWalwdkp 474111 uplift at joint 8 and 1163 6 uplift al)okd 9. Max Uptia 5)This buss has been designed with ANSIITPI 1-1995 criteria. S •474(bad case 2) 9 1163(bad case 2) A WARNI NG-Verly design parameters and(2FJI D NOTES 6a�aer Fs w v,aduae.eK t01 EAST aELTUNE Ro, n1oNE(s/gass4alFAX(snNatass4 caANORAPos,w4 FORCES(lb)-First Load Cos°Only The deeps Is Mead odreponperseaes peen and Is a n raAra resw°ariPorr.s r as rrasad cad ieeead-k*Iv.APPsmrrvel 4bipe TOPCHORD .mpr°p.r►mpwaasaaweparurr«pm.eryat.+asp argw-m rr.d.gw.r.raq sl.i.for m.YuVWdb*AAo1.Y..mesok 1-2 . 488 Aadsaw uewPmry bedna perbe eneeiYyduap omesumim Y M rrparlebtly d M rector.Adewiarbl permerrM 6redry d sm avrY aecxase r M ,.,pmeauuy ds.pas�a.prnr.Fa<e.nerr avuNw•mpranp reblram�wYO'C°�+M4 ebrepe,eeevW.warn.ne Ixacrp,svcaca 0sT4e u.tgrsward. cad Nl41 ti Wreclrq Recbnomadetlmr aveieEb from TnW Pub bYYM.sa470riaeb leve./.Ieewr,Wlaa7le HM336601 i Job Truss Truss Type Oly Ply MUNCY HOMES 21329 HM336601 HINGED MONO 1 i DESIGNER; JMK - REF.DWG_NO.HM309302 universal Forest Products,Inc.,Grand Rapids,MI 49505 4.201 SRI a Nov 16 2000 WTek Industries,Inc.Tue Dec 1010:29;18 21102 Page 1 3-2-0 12-1-3 13-10-12 3-2-0 8-11-3 1-9-9 0�0'o GUSSET DETAIL Opt.cut off 0-3-0 p 3A 7 0-10-0 2-10-0 For cantilevers greater than 12"and less than 38", 6 ALT- Gusset is required.See below for details. 5 KINGPOST 1-34 Opt.cut off 5.00 12 91 Conn.375(lb) DETAIL 0-10-12 Opt.cut off BEH18A 0-4-8 �iltlrllll/�j��� BEH18A A 3 6 5x5 Do .6 4 4x4 C4 4 _ k 4x4� 2 3 2x5 \\ Conn.786(Ib) 0 TO 3-2-0 CANT. 3x5 = 10 0o2y Vlu 19/32"Plywood/osb gusset(both faces)fastehed 1 W/16ga.staples and 100%structural adhesive. s'ti��p"" �.?a��G Nat.EN 61 Add gusset any time cantilever exceeds 12"up to kivu 0-1'12 xH 0-1-8 38"maximum. /�`- 2x6 11 .A, 0-10-12 r1 w e 9 5x8 II 8 �° - -`���� g'��t,y 3/4X3/58 0 TO 3-2-0 CANT OF pE Dado 13-10-12 N. �`Nw.F fp saoga;aav �o Larval c` t'::,S;F 3-2-0 10-8-12 KEVIN W.FREEMAN LYENG�N,.`"• P90"ESSiolk h Y L N P Plate Offset X 1:0.2-12 0-5-8,1:14-11 0-I-13.1:0.0-5 0.19 4:0-0-11 0.1-2 5:0-1-4 0-0-1 8:0.2-3 0-3-4 LOADING(psQ SPACING2-0-0 CSI OEEL In (1m) Well 'PLATES GRIP TCLL 70.0 Plates increase 1.15 TC 0.76 V"u-) -0.30. 8-9 -415 IA120 197/144 TCDL 7.0 Lumber Increase 1.15 BC O.M Vgft -0.45 8-9 -280 "Its 141/138 am 10.0 Rep Stress Ina YES we 0.67 Haz(M) -0.00 B n/a - BCDL 10.0 Code SOCNANS195 (Matrix) IA C LL Mb gds=240 Weight 621b �UYBER Max Uplift _2)AN plates aro MI120 plates unless o#mvAse 44aled. IP) .. TOP CHORD 2 X 4 SYP No.1'Except' 0 - -570(load ase 2) 9 --1203(load ase 2) 3)Refer to girder(s)for buss to buss connections. 4-6 2 X 6 SPF 21o0F 1.8E,6.7 2 X 4 SPF Not. Max Grav - 411Provide mednaldal connection(by others)of buss to baa lm plate 8 872(load ase 1) 9 - 1805(bad ase 1) capable of withstanding 5701b uplift at)oinl 8 and 120316 uplift at joint 9. BOT CHORD 2 X 4 SPF 2100E 1.8E •�6f F.ollowlnp Joint.b be plated by qualified designer:Jolnl(s)5,not plated. FORCES(lb)-First Load Case Only i),,Tt"truss has been designed with ANSYfPI 1-1985 alteds, ACTUAL APPLIED TOP CHORD LOADS WEBS 2 X 3 SPF No.2'Excepr TOP CHORD '7,•)`•Trussmembers shag not be cut drilled,sliced,notched a oMwrwise SPACING. BALANCED UNBALANCED 8.10 2 X 6 SYP DSS,3-0 2 X 4 SPF No.2 1-2 - 369 2-3 430 3-4 - -601 4.5 = -640 altered without written approval of ile design engineer. 24'O/C 48.6(psQ 70.0(pit) SLIDER 5-6 - .195 6.7 = -119 8.10 - -751 8)Provisions must be made to prevent later"movement of hs by chord 16"O/C 70.0(pen 105.0(POO BOT CHORD during bansporlation.Extreme care must be utilized rotelting he top chord Left 2 X 6 SPF No.3 2-0-0 1-9 - •264 8.9 a -195 into place. . BRACING WEBS 9)Take precaution to keep he dards In plane,any banding or twisting of the n TOP CHORD 5-10 = -786 3-9 =-1428 3-8 = 466 hinge plate must be repaired before he building Is put Into service. Sheahed or 8-0-0 ce pudlns,except end verticals. 10)This buss has been designed to mse1201M IBC,Section I BOTCHORD NOTES 2308.10.7.1:2000 IRC R802.10. Rigid caWng directly applied or 6-0-0 oc bracing. 1)This truss has been designed for he bads generated by 120 mph winds at 30 it above grand level located 1 mf from he hurricane,oceadkro.ASCE REACTIONS(b/sizs) Tae cornponente and cladding.xlemd pressure coemaents for he exterior A WARNING-VerW design parame(ers and READ NOTES Iw+„«.r FonN P,=d,x..,kc sot a wreansre B0. 8 1292/Merhadcal 7 = 0/Mechaniral (2)z-and 6.0 Per by lard and 6.0 psi bolbm chord dead bad are being PHONE(616"644le1 FAX(el.)-MS.7e74 GMANDBAPIDs,u14e 9 1805/0-38 used.The deslgq assumes occupancy category 11.terrain exposure C and 1w d.Ap a waw.It/W.P-F.k.NOMI aro h 1-udNuu+ piMg camP.a.rF b M babbd.nd kadM v.rdcYy.Applutrrdyd delle,Pr+eMr. Max Horz Internal pressure coerfidentcadieon1.The building dimensions are 45itby mdPOw came,pwatrr.,FMaasryoraeargaaslyn.r-rOrl,wdnp:w-eredoa> rrorbwrawPalaswla,.Irw..Oa.r.onY. .. 7 = -105(load ase 1) 9 = 621(load ase 2) 24 ft. If and verica s exist,they are nol`exposed to wind.ff antgeversexist Adae.,W bneailyerrip b Ewa WEay du.y ren..ucYon b M r..pan.I.alY W eO«.do,.Adaaonal p.neewd kactrq al YN owrtl wudu.b M hey are exposed to wind.ff porches exist they are not exposed to wind. nw•M6ay a caw bdd:e d..W-.F-#­M rA-,.9.rdnF NGkddon,gMd1Y-LA W"..401wrY,e.csel W bara,g•camas 03T46 WAY stand" Dae•ee 4v}a SpuiAc..aor�W Ne-ef N.r,0lny wFWiq Wer M.mrnamN.Y.n.rabGb kaeAw Pub w.YIW,SD�D'Onokb Odv.,Y.eWn,WIS]nle J . 1 .. .. NOTES: DESIGN LOADS 0 19.21N C/C (EFFECTIVE TRIG. WIDTH FROM ROOF) THE STRUCTURAL ADEQUACY OF THIS BUILDING'COMPONENT 1)MANUFACTURING TOLERANCES Wl,S EVALUATED USING THE FOLLOWING"METHOD: 1/4 IN. OVERALL HEIGHT SPAN 14 FT. TOP CHD 'GO PSF LL 1 - THE OPEN JOIST WAS TESTED IN ACCORDANCE WITH 1/4 IN. OVERALL LENGTH SPACING 19.2 IN. TOP CHD 17 PSF DL IBC 2000 SEC. 1713 IN-SITU LOAD TEST 1 IN. VERTICAL POST PLACEMENT INCREASE. % BOT CHD PSF 2) BEARING ARROW INDICATE CODE IBC TOTAL 77 PSF 0NWEq� �EOF0 oil New BEARING UNLESS OTHERWISE INDICATE { tt - T `�•••' • '0 Y 3) OVERHANG AND/OR SOFFIT BLOCK MA) � Rte'JFAW S g , g1RoW `i- 4 qT�, BE CUT BACK UP TO THE HEEL OF TH LOADS 0 19:2. IN C/C (FLOOR) ) "10fS70N °, * JOHN+ III * y * TRUSS`AS NEEDED. OVERHANG MAY E KEvx+I°I" a SIRIDWAM MANUFACTURED AT ANY LENGTH UP TO T TOP CHD 40 PSF LL CIVIL KEVIN W.FREEMAN MAXWUU SHOWN. prr+a+i+rr+ r`(�VIN W Fq, No 14160 a enraFER 4) FOR OPEN JOIST SPECIFICATIONS +� b GIs 9E'a TOP 'CHD 15 PSF DL ••. ,. SEE NER 502 JF y\ DOT CHD PSF �pNA�- `�„i, � 5) FOR LOAD CONDITIQNS OTHER SWC to o TOTAL 55 PSF SEENNER502 SPECIFIED HERE WITHIN, 6)TOP AND BOTTOM CHORDS BRACEI �'�� ENI11N CONTINUOUSLY BY RIGID SHEATHIN p +Ara+ " 7 BASED ON F029BROI 83 ADDED CONC. LOAD NOTE ADDED ALT. CANT. DETAIL 1. ROOF TRUSS OR RAFTER M 0 TO 24 "1 50 WALL 7GF50 ALTERNATE CANTILEVER DETAIL CANTILEVER/ /16 OS8 USSET(ONE ACE) FASTENED # WALL OVERHANG.. DEAD WEIGHT W/ 7/16" X 1" 16 GA. STAPLES 2" 0/C DEAD WEIGHT NO GUSSET REQD. ASSUMING CANT. INTO THE CHORDS AND BEARING CONDITIONS APPLY. E L— END BLOCK a—v 9 3/8 1 1/2" MINIMUk 50# CONC. DL LOAD n g-3/8" OPEN JOIST 2000 LOCATED AT ANY POINT �i L, CANT. NOT TO 0 TO 16(MAX ) L. ALONG­BOTTOM CHORD. ���/// (3X2 N0. 2 SPF' IN UPRIGHT POSITION) EXCEED BLOCK CONC. LOAD DISTRIBUTED 1322# LENGTH MINUS 1-1/2" CANT. (SEE 32 GUSSET BETWEEN TWO TRUSSES. REACTION NOTE 6) 1981# REACTION 168 MAX. DO'NOT SCALE THIS DRAWING FOR DIMENSIONS ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: SCALE s/e"-t' UNIVERSAL FOREST PRODUCTS, INC. b 1)IBC 2000 SEC. 1713 IN-SITU LOAD TESTS USE OF THIS STRUCTURAL COMPONENT INA DATE CORPORATE OFFICES - GRAND RAPIDS MI. 09 2) COMPLETE STRUCTURE MUST BE AT THE SPEC- REV• 2 19 02 DRAWN POR IFICATION OF THE DESIGNER OF SAID COMPFE PREMIER BUILDERS 274 STRUCTURE. ALL LATERAL BRACING SPECIFIED UNIVERSAL FOREST BR TITLE 3) HEREON IS FOR 'BRACING iNDIVIpUAL TRUSS PRODUCTS. INC. CICS OPEN JOIST 2000 FLOOR JOIST a MEMBERS ONLY. RESTRAINT OF LA?ERAL'BRAC- 315J TEIREE 41LE RD.N.. CHECKED By CONFORMITY WITH THESE SECTIONS AND PROCEDURES DOES NOT ING.AND ADDITIONAL BRACINGFOR OVERALL NECESSARILY INSURE COMPLIANCE WITH ALL GOVERNING ORDI- STRUCTURE IS Tp gE PRov10 D BY DESIGNERCMIO RAPIDS,UXHIGAH 49505 ORWO. NO. F029810 HAWES,LAWS AND CODES. THE BUILDING ARCHITECT OR ENGINEER IS OF COMPLETE STRUCTURE. PHONE (616)364-6161 APPROVED By RESPONSIBLE TO AFFIRM ALL APPLICABLE REGULATIONS ARE SATISFIED. �• Town Of Southold P.O Box 1179 � �� I Southold, NY 11971 * * * 3 RECEIPT * * * Date: 05/03/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit -Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Corazzini, Richard W. Nassau Point Road Pob 1281 Cutchogue, NY 11935 Clerk ID: LBOHN Internal ID:93297 :1 Jaull x T Applicant/ Date, Owners Nam Reviewed: 3 Architect/ Date Engineer: Submitted: S 3 SCTM #: District: 1.000 Section: 141 Block: t,ot. / 3 Project Subdivision .Location: - — Name: Siny�le&separate Required certification: {Yes/Noel • �$..i.�._�s0 /^` Req. �!+� Req. Zoning Dislrim! `� (1101 size' eo`� � U.7I: V I 11.01 Covera a -c",r Req. Req. a/ tl"ronl Yard Proposed: I Yard Side Proposed:mposed: 1 Rear Yard Proposed. Project Description: i ADEN—4kMMITS Permit REQUIRED FOR REVIEWN.A. NO YESNumbe Suffolk County Heath.Dept. New York State D. E. C. / Town Trustees Town Zoning Board approval: Town Planning Board approval: r�_l Flood Plane Elevation??? Flood Zone: � Notes: o„ti 4, 3 1 i SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ��pxt ss� S.C. TAX No. 1000-141 -02-13 ids 99.43 �, SCALE 1"=30' NOVEMBER 8, 1999 P. JANUARY 14, 2003 UPDATE SURVEY & ADDED PROPOSED HOUSE 4s y JANUARY 21, 2003 REVISED PROPOSED HOUSE FEBRUARY 11, 2003 REVISED PROPOSED PLOT PLAN X3.15 y0 CM'OOES 00., %`�, pUOUST tULY FOUNDATION srsT� G— SEPTEMBER 1, 2004 AD�ED SEP't1C SSM CROSS SECTION 7 OCROSER 6, 2004 REVISED SEPTIC SYSTEM CROSS SECTION ,meq 1 d m OCROBER 15. 2004 REVISED SEPTIC SYSTEM CROSS SECTION MAY 25, 2005 FINAL SURVEY AREA = .67 sq. ft. 0.216 ac. V � � � 4S v M Op pM� 200 0., <F, j f 3 M i ." �aE1>• Esc � L_, V V z 9 U Na. 49668 UMU61R�6 N.]l41MIM OM A90lIgN ro TIK 91MRY 6�HatAI19M aE -C�Y1 716f 6 Z MEM V ST41E awo X�. �Seph A. kVegno ne�a�s®sit a� m E°A°p1I T1o�"E 09"v°cY E CaNlm ® Land Surveyor rnmM>wnoTR Mc .�rto��,pyM avu wM� �D xNC OY�Polk. w >� p Mo rm. &"Ws - wou ubn. - S& Pw. - C..&.-ffm Loya l. NPHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE of MOWa RAYS OFF70ES L=70 AT AMIM AVERM �/wl0T 7116MN su[ ,p} '61MW1Tm 322 F114 ME AVENUE P.O. Bax t931 RMERNEM. M.. YRM 11901 RN.ARad. N.. Y.,h 11901-0965 SURVEY OF PROPERTY NSD/r�A ;�GE�PQ� SITUATED AT DY s s M�oHAH"N MATTITUCK R f� ;16 IO KOwE�NG 9g 93 m f s R-40 TOWN OF SOUTHOLD --GES 11 3 SUFFOLK COUNTY, NEW YORK 'J 50 E s,2og ¢� o. s S.C. TAX No. 1000-141 -02-13 �3•�5 " l - -�� ��e 00; 9...A. �b�`� SCALE 1 "=30' NOVEMBER 8, 1999 v°eNlPOf / JANUARY 14, 2003 UPDATE SURVEY dADDED PROPOSEDD HOUSE o � JANUARY 212003 REVISED PROPOSED HOUSEp0` AREA = 10.67 sq. ft. 0.2 0.216 ac. m �T 4 NOTES_ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM PSL ^1� EXISTING ELEVATIONS ARE SHOWN THUS:-C 2.BOJ /' '.1 POS�� �¢�� 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. \W P4L0 -� VP 6 C' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7' DEEP 9�. 0 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. TES- HDLL+ 2 POOLS; 6' DEEP, 8' dia. Z� To��Ftic y �' .\\ -.�_irNtp"0 NKSpffO" E Q PROPOSED EXPANSION POOL P D5 3 W10EH E�0[�CR}pB. PROPOSED LEACHING POOL 5"0 _ SEK TB66 \ � f` �� F1L �,j,sER 50.1GK VK '-cam �Ra+ _OBEA9� PROPOSED SEPTIC TANK 511 _ - Y gg• 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. - - 5. EXISTING WELL TO BE ABANDONED. '44Y '� •• �1� C C R. 6. EXISTING CESSPOOL TO BE PUMPED CLEAN AND EITHER REMOVED OR FILLED WITH CLEAN SAND. ✓�j w�E 3 5�50 , 1 �A J' �A' .5 �, TEST HOLE DATA -IS' HOLE DUG 3Y MCDONAW GEOSCIENCE ON DECEMBER 19, 2002; EL. 47 2 0 0. �o = MIXED v,NO A LOAM -� PROPOSED SEPTIC SYSTEM DETAIL - 25 HOUSE NOT T; SCAT Ei Pua BROWN FINE SND sP E5'FL 52TOP BURIED-, 4' DEEP max I\ -----.-� .. FINISHED GRADE a / F;FV. 51_.1 _ .FIWSH GRADE PRECAST REINFORCED CONCRETE COVER / / . 2' DEEP ax 2A dna. LOCKING WATERTIGHT h INSECT PROOF / EIA. 50.5BURIEDn BU ED I' DEEP L C/ST IRON COVER TO GRADE / MIN. d a., PREPARED W ACCORDANCE WITH THE LRIXI111Y APPROVED PIPE 20 m n 11- 20•1n MIN 4 d a 70f LL 49 5 3. STANDARDS FOR AS ESTABLISHED P7CHE0 1 4• t' TOP ELEv. 5D.}—� yr APPROVED PIPE � XILII INvELELFv s5.1' 3- ` �R EL�RTae e' PrtcHED 1/B/I vvosso _ s Bsalvo�NEosP �498' INVERT m VFRE 4 n• COLLAR �z 'o B r f/ BAFFLE 17 --GROUND WATER •vs` 4a��,f L SEPTIC TANK (1) — ELS ELEV. `; Y. No 40008 JNAOTgINZED N1ERAipN OP AppDOx 72011 5 n NIXW yO aF ,. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM dOUSE IS +,000 GALLONS _ - _--- SECTION T20R a< THE NEW vqW STAR I TANK; 8' LONG, 4'-3' WIDE. 6'-7• DEEP awuTlou w Joseph A. Ingegno 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 Re, AT 28 DAYS. LEACHING POOLS L2 ,THE i.vAasuRMioNR`s�lr,a¢SEAL "'G 3. WALL THICKNESS SHALL BE A MINIMUM OF 3•, A TOP THICKNESS OF 6' AND A B07W THICKNESS OF 4• [MB054D SGL SHALL NOT BE CONSIDERED Land Surveyor ALL WALLS, BOTTOM AND HALL TOP SCONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Psf. I MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sa ft SIDEWALL A COPY AREA. TO BE A NITRUE . 4. ALL JOINTS SHAH BE SEALED SO THAT THE TANK IS WATERTK:HT. 2 POOLS; 6' DEEP, 8' dia. CERTI'"'ONS NAIGTED HEREON SLMLL RIs+ 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A IMAX TOLERANCE OF 11/4•) 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) oeDy M THE PERSON FOR MMOM THE SLIMY ---ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Is PREPARED,HA ON H5 BELLALF TO THE 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL) TTTIE COMPANY, GDVETOKNNTK AGENCY AM Gifts Surveys - Subdivisions - Site Pons - Carel tion Layout 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER(UNE SHALL BE MAINTAINED. TD*EOE OFTHEIlED M C Ns- 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. TUTION. cETmFGTKXS ARE Man TR.ww sEEeLE. PHONE (631)727-2090 Fax (631)727-1727 6. AN B' mm DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC LANK SHALL BE MAINTAINED.THE EXISTENCE OF RIGHT OF WAYS ANO/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT ANB.NJG ADDRESS ANY, NOT SHOWN ARE LET GUARANTEED. 1380 ROMOKE AVENUE P0. Boa 1931 RIVERHEAD, Ne. York 11901 Rivem.a. He. Yod 11901-0985 _ SURVEY OF PROPERTY � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � SITUATED AT PERMIT FOR APPROVAL OF CONSTRUCTION 4 MATTTED A T SINGL[ i';.^u1LY f E3lUF NCE ONLY iD� s' '"'"'" 93+ c g9' s� TOWN OF SOUTHOLD �/, ,ga T SUFFOLK COUNTY, NEW YORK DATE T• , o, L'?�O f✓3 p(, (3 `-', sb 70, 9 S.C. TAX No. 1000-141 -02-13 APPROVE[ _ � `�}� 31y'yO' 001 "�� SCALE 1"=30' FOR MAXIMUEI 9F' L, t N 6-o NOVEMBER 8, 1999 T BEDROOMS F �� JANUARY 14, 2003 UPDATE SURVEY k ADDED PROPOSED HOUSE JANUARY 21, 2003 REVISED PROPOSED HOUSE EXPIRES THREE YEARS FROM DATE OFAPPR �� FEBRUARY 11, 2003 REVISED PROPOSED PLAT PUN 0'P'E r,' m o AREA = 9,410.67 aq. ft. - n1_ �• A NOTES 0.276 ac. B " 1T Y. 401. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ... LQte. .� '-` 1f0. 0000 --- - EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 _ 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. �Oe BEd'• �cp 1 TANK: 8' LANG, 4'-3' WIDE, 6'-7' DEEP j ESD w - �'� •� 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 s ft SIDEWALL AREA. ly �.0 4nA my f, TEST HaF, ..... _6� N .,pp�� 2 POOLS: 6' DEEP. 6' db. q L. W ray Tl.�•� I�f- .:.r::.:::::: �iiiyyy,,, Q_f�ni� ,, 00,, y°4 - _ Y"Fy,MD LgLE ! PROPOSED EXPANSION POOL R VML 3 '1� PIL>< ® PROPOSED LEACHING POOL ACCORDANCE WITH APPROVED / z: �IBEW %Zso PROPOSED SEPTI TANK REVIEW DET MINATION DATED j 99 g3. �. . 9- ( - '-'. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 'i,�`'•,. e r OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. V' 4 •a t C.R. , S. EXISTING LL TO BE 6. EXISTING CESSPOOL TOABENPUMPED CLEAN AND REMOVED. 02•p0 w 1 5 I3 4.4 TEST HOLE DATA L EST HOLE DUG BY Nc00NALD GEOSCIENL'E ON DECEMBER 19, 2002) Y \\ i : EL. 4702' tY OLAXED SND A LOAW 9d PROPOSED SEPTIC SYSTEM DETAIL u• (NOT TO SCALE) •'•.'. TOP BURIED - PAE BRO4M FlK SND 5P F.TL ;}Z.O: 4' DEEP RnO. FINISHED GRADE - PRECAST REINFORCED CONCRETE COVER EIEV LOCKING. FRLSH GRADE BU IED V DEEP min. 2' DEEP maX. 2CASTpIRON COVER TO GRADE ! � PROOF El:_N. AP IN. 4O dia. PIPE 20•min 'min. WN. 4' dia. TOP EL 59.5• a W11H tNE tMIYJIM PITCHED 1 4' 1' TOP ELEV. '^�• 9' AS ESTAtA$NEO �,j wR1�5U N O �' - P. 3' CLEAN IMIER A PAE BROWN �(' s •5 NV. EL u m INVERT `-CROSS COOLAR� dia. SANDBENE 4ND K 48.8' INVERT ELEV. M.3• ELEV. AdA. 3 FLOW - 5 Bef� L� o 'i ^- -1 I BATOM� GROUND WATER `V(ANP=• v DEV. ESV' $$ N Y.S. tic N. 49688 SEPTIC TANK (1) — u.NRR1OMaa KIEMTXN OW AXXIDX I. MINIM SSPTIC TANK OMACIBEE FOR A 1 TO 4 BEDROOM HOUSE 2 1,000 GALLONS. ttr tK4NP'W A vtBADN or I TALK. B• LONG, V-31 WOE, 6'-71 DEEP — — H TN�ar 111E flW 1Mf STAB oseph A. ingegno 2. CONCRETE ,KROLL HAVE A MNNNIM WMPIVEWIVE STRENGTH OF 3,000 * AT 27 GAYS LEACHING POOLS (2) a_Ps,N$F, ,rtTa�sEY'".P!WAL aft NOT aAs" 3. ALL WIOU /d 3, BOT/d ND TOP TOP WALL CONTAMINIMUM OF IN LL BETHICKNESS UNG RESIST APPLIED FORCES OOF 300KE of 4- 1. MON" LF1pW6 SYSMA FOR A 1 TO 4 BEDROOM HWS= IS 300 sq ft SDEWALL AREA. 70 KK A�D�D011Y. E m Land Surveyor 4. ALL JOINTS SHALL BE SEALED 90 THAT THE TANK 6 WATIDUIGHT. 2 POOLS: B' LEEP, 8' Rio. 9. THE SEPTIC TNN( WALL BE IMSTALLED AT LEVEL N ALL DIRECTIONS (WITH A LAK. TOLERANCE OF 31/4-) 2. LEACHING POOLS ARE 10 BE CONSTRICTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Ry loo m EPBN FOR NREM sLNL ULAN OILY w TK EflBON TON'MUM INE SUITVLY ON 0' MINIMUM A 1E B ® OF SEPTIC COMPACTED SAND OR PEA CAMEL ALL COMM STRUCTURES,BE SOLID DOMES AND/GR D ADS.CON r ERrrrAm.AM ON le erP4E w M S. A 10' nWt. DISTANCE BETWEEN SEPTIC TNN( AND HOUSE Swtl BE MAINTAINED. 3. AL ' m1h. SHILL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). �P�,�,,,,•�,.,, Titb Survys - SobdAisons - Sife Pbns - Carutruction iayout 4. A 10' min. DISTANCE BETWEEN ALL L111G ING P AND WATER UNE SCOW. BE MAINTAINED. w M,tlillJ6 K at NOT MFIti 5. AN 8' min. DISTANCE EEIW4EN AL IFAi%aHG POOLS SHALL BE MAINTAINED. nnbx.LVTWIIN.Dor NF Nor 7RrT PHONE (831)727-2080 Fax (631)727-1727 6. AN S' min. DISTANCE EEIWEEN ALL LEACHING POOLS AND SEPTIC TANK SMALL BE MAINTAINED. 711E EXISTENCE OF B011T R WAYS OFFICES LOCATED AT MNLNG ADDRESS AMY, MDT y ANE NOT dW'ANlFEO. 1380 ROANOKE AVOCE P.O. BMX 1931 RWRHEAD, New York 11901 Riverhead, New York 11901-0985 03 - oo i 3 SURVEY OF PRQ -M,T SITUATE$() I'1 MATTI C�LK CO111NY TOWN OF l>%UDAM 9: 39 11�o�N SUFFOLK COUNTY, NEW YORK �poir S.C. TAX No. 1000-141 -02-13 9g 93 s SCALE 1"=30' NOVEMBER 8, 1999 °� Y• JANUARY 14, 2003 UPDATE SURVEY 8 ADDED PROPOSED HOUSE JANUARY 21, 2003 REVISED PROPOSED HOUSE 50 0- y FEBRUARY 11, 2003 REVISED PROPOSED PLOT PLAN 0 �� JULY 2. 2004 FOUNDATION LOCATION 0% -L y AUGUST 11, 2004 REVISED PROPOSED SEPTIC SYSTEM SEPTEMBER 1, 2004 ADDED SEPTIC SYSTEM CROSS SECTION OCTOBER 6, 2004 REVISED SEPTIC SYSTEM CROSS SECTION OCTOBER 15, 2004 REVISED SEPTIC SYSTEM CROSS SECTION MAY 25, 2005 FINAL SURVEY JULY 27, 2005 ADDED WELL 2O� AREA = 9.410.67 sq. R. .#' ` µj• N" : 0.216 ac. AO. ' u� �oR" GAR GE L Y�l42TF F CTM, �RVICES zs$ APPRC ' r _„v 1 �CTE9Y'iG;.KSFOR OCT, A iRQa L fsFdi:Y RES10MCE SEVXE f w E �x w(J5 H.S Rff.N0.l2it i G :i Tft se=P d*po d sr:l Vr1_r sup ly f ewes at 1hs tom9on hM barn N u•� afl \ /% ,,,,rS _� -” n _ - �Sj7CC'.:d>gW+etC?rL�ex..?f<??�`Yr7"":."Oi:t2i 8pa71dp>ipld f0at10 t0 cgg 93 IM taSs(attory FQ�R A NJU`,SCid?U!`0-i 9EOROom C.R.. �f. ° J . W` - •' weer i. � 5 go oboe of vu �;te, g 4T2 p0 ' 4. 1 j �d N.LCOR°NICE W,R ,»iE STAT ,oAa me T£NEY M STA1E lMl° �05SP c tic z 0 N.Y 5 Ga. No 49668 OF rME N)THS itlIID KiEAAiXIN N OR M AWfIION N) SVAEY 6 A NEW YOF gcTAN rlan MEw clac srn1E Joseph A. Ingegno carE.s a nWs sswEY N•v Mm sEwMc TO EE n ""° °" Land Surveyor �.-.... - wu°TRUE TRUE cow. CQIIHE.G,ME Ir101GTFD HfR'✓M' RlA1 aMLr ro IME R1E1oN Fon wMCW Tlc s11W.EY � 6 NE➢AIIFU.Mnl UI NS BaVlf lO 1HE AOE COIMW"Y.90.FIWWW]W%=%r AODMfY Alq Ti Ne Surveys -SebdMaions - Site Plans - Construction L oyout 1DpA 6912m UTNE NFAFL"L Ab ro ilE A9BOEES°F AE tDpA MSl1- -' nn1oM. camnrwno"s ARE Mor TWAMssanac. PHONE (831)727-2090 Fax (631)727-1727 . - THE EXISTENCE aF WANT Qi WAYS OFFICES LOCATED AT NAILIM1C ADDRESS AND/dl EASO(NIS OF RECOWD. IF ANY, MOT SMDWM AWE 1R' O11/JI,WTEEO. 322 ROANOKE AVENUE P.O. Box 1931 RNERHEAD, Me. York 11901 Riverneod, Ne. York 11901-p966 �:ia ROY Srs�oK'Ap1„�AK o SURVEY OF PROPERTY J c9g 93' SITUATED AT MATTITUCK E �4 p TOWN OF SOUTHOLD oo. SUFFOLK NooU1000 14EW02oR3 SCALE 1"=30' � d m NOVEMBER 8, 1999 JANUARY 14, 2003 UPDATE SURVEY 8, ADDED PROPOSED HOUSE cTV 20o t�e JANUARY 21, 2003 REVISED PROPOSED HOUSE 2 FEBRUARY 11, 2003 REVISED PROPOSED PLOT PLAN JULY 2, 2004 FOUNDATION LOCATION Q , CON�ftf FOJNapt\OH 2p0 �� AREA = 0.216.67` sq. ft. 00-1 A 1 COAC �� �0 UNE �[100U5 WEy' GW . FlsLLME's r 11) W J� NIEPARD M MIX M WAY 1../1 w1 fT.l ln1S MU� . iN1F AbOp11M I tORlf STNE V!D l 1' N.Y.S. Lc. No. 49 UWIM01®K1ErttitlX OI1 AOMIOY _�� •Ftv � •. ro iNS SUNEY 6 A gawnON 6 t°WA )21N (F 11N MEW lila' STA ^� Jose h A . Inge ME UVO SURVE�NNE SIAL ON SRnroVBFAA TUE . Land u r v e o - air ro rN:NRew E1pR Mai nE SON.EY _--_- 6 I'REDAIm, AO ON M6 ®MIF ro M 181E 1O10A11', WIf1NY1RAL A�M.Y AMO iRb Says - SoNANNaq _- Stb Play lywd m THE IMIIIMRON UTNE ONCOW NO C mis ra ipr wt PNONE (831)727-2090 Fax (631)727-1727 THE E1141[NU Of NNR OF WAYS �..! AND/OR EASD,ENIS Of RE00D. 9' OfFICE3 IOGIID AT WEND AOORES9 ANY, NOT SHOWN ANY NM OUMANTE[O. 322 RDV"E AVENUE P.O. box 1931 FMERNEAD, N Yak 11901 RowllMod. NNN Ya% 11901-0985 Wind Spee 120 3 SG N tX I I N ^ IIn !� f... 1 zFuw, - 1 ERnIl.Y wr a- I [)ESCR1P T 10N I - {m I Pyr- 1 FaMILY - DESCRIFT7 1 <aI s_ he- zooz zc za*s� z rn-1 Fer�T. }2291 (lD-'-'2�2t FPi'QLY p I cCva SH= 7e.' 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CP f0:1� £..c�/R'C15 &Tc51 I 0"-<0G2 96 F2i AMSNG w_Tr Ils � 2M2 2� OPizCN= E' Vn'?CY5 3-Ti-91 '- o'og Bc ! .-KRMTNG CETRILS S-[<91 1103-2002 I i< so I r�,wnG ❑E-rRILs 1-1s5e ho-_zacz r I 3. S i-InT_ES 6 � }2251 lo--mm =_zz-� hai-zooz - sy I sCki ➢13'_G> d NOT S FD?E FATED ilz"IH YCEi R�iS ie2-3 110-1-2002 3c ST - SCtiEr). 6 ^IaTES 1 3 f ?3 hD-'_-2092 9c 2 FAMILY - f SFIRE RATED R_.'r11ELY CET:'-.ILS 2_x_91 116_2092 .y )FWhDRTICN 2 . ,• ,t 12251 Ir1G �2 _ }Z2-1 110-_-2002 FRE R0.1`0c A.`��'-'19i.r "J-y S c 22-91 1b1-2002 4e `Wn CN for e U�PER/LOI.'GZ - 2-R^IlLY _ qd {FWN^v-.1i0N or _.,9 132251 PO--2002 10-1?QZICN=, `u 9c�I GRRS+c r iA RFiIID P.S:1"�+=c m _ ie IFGA.4lFTICN for 3-..k.k1 =R-31 hF--2062 �<y_¢TialE.FRE RSiEDI ll-SE'= IlO-L-2002 R c o 46 I FOLP'DRTION for 3 3-22 110-i-2092 cd PaEMBIY DE(.-1 STC2T " E - E. F0UN0.4T' o Z- r22- 1301-20'32 119-=2]02 I Z`.]2Ci0 i�.1NE i2E RATES{31-:ESg ID-1-2002 4ti I FOUNCAZON 2n 9e P. _' 0� . 2 S�CR7 a _ _ NN FWINO'nZON r 2.1 °-' 3 0-1-2W2 _ c'o m I4 FOUNO.FIION Do 1>-a-� 11x1-zaaz I -I m < !Ian FTTIC HVAC p- VT SYSTEM }D2, OC-_­2902 1=-22-31 no-1-zcoz � `" ,_s7 tm-L- _ TYPTCPL HVAC OJC7 2CA2 c z G So I ELECT 6 _4iT for 2s yCb R �1D CRP£MOr1$ I Sb ELECT b ;=Ai for 2h 1'3-224. RD-1-2MR_1-2002 T1'PICgI HVAC 0tL7 Sc I,'ECT HEAT for 2c I }22-91.22-91 hD-i-2002 122 STORY MELS I . Sd CBCT s HAT for 2a.af.o e f > c o c a v se ELECT b '_EA �T for zn V o-22- h0­2002 sf ELECT b NEAT `or 2i }22-91 110-1-2f1J2 j c r V I 1 tt Ec b * for z.a. C-zz-sl 110-'-2002 1 a u w iz4-as 110-1-zo0z ; - sg1 EI.MT `- H_RT for Sn E,SCT L )ERT for 2i -22-91. 02 S ECT b PEAT for }2241 I1G1°20I - ELECT I { ,� ^ � s H-AT }22-91 Po-=moz I I_ 1 I ; m E o f NOTES St ELECT 2 -� p 2002 c y wra>.nrc of oc rmexi. _ sk ELECT 1 y c Y MUNCY HCMES. INC. - P�3NT LOCATIONS I DESIGN LORDS esR rrr_cu+eF srniE m+°-d'G z�s 1 3 33 h9- 2002- 1 I a = FLOOR: 40 PSF LTNLNG - 30 FS- S,Eu-'ING 2 D3s��cs rfWs mavc ra swE s��s s ELECT 6 £A t i-MIS p0-' 2002 1" RM stau.e..r A"=n fmi sm ° I z2_2S PO'.=<0� I 1 I I _ m _ UNCT_HOMEB OIVIBION [EDK$ RND BRLCONici o0 PSF ',m �� EL_CT b ..F for <o I. 5 , 2002 I I 1 i, - 57 ROUTE 442 FRS 1, P.O. BOX 325 WjTp: 90 1'1lhl - 120 MFiy MFN C3 BECOND'GUST? -ce Q a anw.imnio+ y� ELECT 6 c91 for 3 p a w r o 3 �= wuluN9 SND'.! L01'Y] - P3 45 ttIN. - 85,MRX PSF y aFm+.r�n_-T rca sem+aEx zmn urars sac.t e= Sa 1ECT t Iry{INCY, PP,-17750 sr ,wfiT for 2t I. Rio C1L`-iz I f 1 YrLNC DRSNSNS N( 2m IS LNI'311 T 0 R MPXLMUM FRo'+srt s.. .F T 7: c Pg OF 70 PSF. n .•. as uort,wn as Rs.--T I f 1 --�——� rEcIDR BUIl.DF725 ONION - chmr.�` + 1 �— PF ROUTE 442 EAST, P.C. BOX 344 USE GROUP: D�RCriED ONE Q 7'WO FRMSLY FIA ex+� S }a 51 7, PR 1T75'o - DWELLINGS RNOfOR TOWNHOUSES ♦- ryn sa-I- o+"Lrf°KTM I ` . as k3wr. wrF ma SASS se I nv:- F;�.ws 9�"'= Musar c" Ct)13TRUCTION T7E: UNPROTECTED > +u mn.virK Ip Fwn3ING a_ ^+oe-t �-2<51 t RNT T, SbMIC DES6N C.9 i EGORY: 9.-C OR Dl wu nn.-ei avre`-�c 1-,o-s'r poi 2Da2 i PE71IDR BUILDERS DMSION 7va"CUSES RRE LIMITu7 TO SISMiC DEJIGN s i ID�o s cos l PIAu•3;i�', fo- 2,u- c�070 H� t ' _ ? 442 EF.ST. P.O. BOX 337 Fce W l s>m 6c PLl.sD - for 3r,e:o•r, I'�-�<'91 ht' 2002 i Ih l3 P'1 t 15'x7 9 RO'JTc CATEGORY B. as.�s I I f{lkJC7, PR 1TE 4 CRTEGDE9RCFCO ONE PND TWO FRMiIDY DWEIIJNGS LOCATED IN SEISMIC DESIGN CRTEGORY CS RE ]. nnx.�.fxx�*ww+aer. 1 I _ •,, - r�EHPr FROM THE SEIStL'C RETYJIRFJ ' ORra sen rti.oca Mans I I _ - �"'"` COaE OF NEV YORK STFTE TFE RESIDENTIAL n o srce>rs swi.y I _ I 1 I 1 r11 +�mix.r a aeu+n-Ce FOR LOCATION OF THIRD WARTY LABEL n •• I -CE'RTIFICRTION LPBEL Pom DPTR P+.AT& Ssm's - GF RL NCTES - 2. NOTE =7. Sr+T 3=- RPPLICRBLE CODES: MRSTEP ER SETIES .'. z YLYLE R+.'f s Fc'Y PetlK T1£ a�.m oAPaTif� .V - - RESMENTIAL CODE OF NE_vN CO`G T RUC II a CODE: Lc�n+e����ce�ro��� - � I I. _ NYS ETiiR 'Y CDN nxE mmw ss rrr resvf, mc•�r,Raiu 1 - I1�IFx f DOt'IPLSFNCE 51-sLL 5E TrFOIGH CHR FT-tR L ti_ ar wa fsws. - NYS MECche� OR s eoR.�-znim rrr-. `.a.��`o¢amsm a { I I f I I s� u GUS. °-_T SECTiON 1DL3-1 G`iPATER y SECTION S022NY8 ISECeheck, I I I ( I I t MUNCY HOMES. C WHEN USING C!iH TtT 1 - 1 1 1 I _ - ' _ INDIVIDU L CPLCi9<ATiONS SrIPo1 BE Dtl�c �o. - ISD PR P�lx/tc FOR EFCH HOt{E- - '-a' a MtxAY. PF 39756. ;J -.'. -- _4;`;• t` 'oi DRN ST DR'TE [5:-kms- A- ,•j r e _ APPROVAL LIMITED TO ��ta Wind Speec FACTORY BUILT PORTION a�Q� IT`Ng�� 120 3 SG 64'4)" 57'-1" 46-2 1/2" 35'-6 1/2" 26'-4" MAR 151 201 18-3 1/4" 4 t e ~ o 50'-3 1/2" 40'-9" 29'-11" SEE NOTE 3 19'- 1 1/2" SEE NOTE 3 SHTG. 42572 © 1 3037 A 4257 3037 T 5�o OLE NOTE 3 O SHERRWRLL TYPE-1 "` - EGRESS EG ESS _N Z q SHERRWRLL TYPE-1 _ W2430 IWI W2730 Off, O 12' 10.. V24 g,_21 Eacr 1D' 7" - - 0 I {.2A9 �- RB 7N 2 ' B24 SEE NOTE 3 5/8" TYPE "X" GYP I BF1 19' S 1/2" a ^� 9, SB/WF4 0 N N m d aw N �10c 00 LD O3 co 2'-8" 6'-1 1 "F IRE T i I N o WPa8105 ~ _ DINING I m K T +"{ �J m j m RATED WAL r N `�—�` &6 LT REO'D/PROV'D: 10.4/13 = 3 LT RED'D/PROV'D: 12.6/26 In ry VT REO'D/PROV'D: 6.3/12.7 VT REO'D/PROV'D: 5.2/6.3 A w CA LO `� V24 LL_ O r l^_• 1 RRR J 30 (5/8" TYPE "X" GYP CLG.) "3`52" 624 wFl y E 2� - w m - - - -- - -- 5/8" TYPE "X" GYP 0 O W2430 W3314 N 5/8" TYPE "X" GYPcao - - - - --- - - - 2-18"xlg'-10 1/2" ML 5 STUDS - -_-_-_- - - - - - - - -- - - - 5 STUDS r`w = 48W5 4'-7 1/2" �f2" 2'-b" S'- 1 2" 2 S'-1" 11'-9" 1'-8" EACH HALF 2 2 0 17'-7" EACH HALF N T-10" -- - --- w b I I 3' 1" ---30 D: C i -0 w � I _ = WPa8105 - N RATED WALL - N N LIVING- RM „ ~ BR 2 I N LT REO'D/PROV'O: 16.7/26 - C) N VT REOD/PROV'D: 8.4/12.7 ;' LT REO'D/PROV'D 8.9/13 BR 3 5/8" TYPE "X" GYP i_ m VT REOD/PROV'D: 45/6.3 LT REO'D/PROVD: 8/13 ' SEE NOTE 3 0 i VT REO'D/PROV'0: 4/6.3 00 19' S 1f2" N 11'-3 1/2" h0" 11'-6 1/2" 1T-0 1/2" Ro= lDa"xs4" i 067E S I EGRESS - EGRESS ff 32RO SHEARWRLL TYPE-1 GRRDR 4257 n 4257 0 SHERRWA L TiYPF 1 36 U 42572 SEE NOTE 3 v 51'-10 49' S 1/2" / 11' 37'-6 1/2" SEE NOTE 3 J 19'-11 1/211 SEE NOTE 3 SHTG. 57-10 1/4" / I 43'-8 1/4 - 35'-$ 1/4' J 27'-3 1/2" 18'-3 1/4" k 7'-R" 4 NOTf� 1. SHERRWRLL TYPE-1: 7/16" 038-UNBLOCKED 8d 6"oc(EDGE) 12"oc(FIELD) 1/2" Gl4B-Sd 70C(EDGE) 10"OC(FIELD) 2, SHE RWALL TYPE-2: 7/16" OSB-BLOCKED 8d 6"oc(EDGE) 12"oc(FIELD) EILDR a a fRx_Um race.amo�rmrc I ' i *�J : 1/2" GW8 5d 7"oc(EDGE) 10"OC(FIELD) New York Note: I. 3, CORNER STUD FASTENING 2 ROWS 16d 12"oc R.al+ r.Ev: To the best of my knowledge, belief and professional judgement '--� 4. FIELD FASTENING: TOENAIL FLR BANDS TO SILL PLATES PREMIERBUILDERS a I (� 16d 30"oc(SIDEWRLLS) Sbc(ENOWRLLSI `Y`l L this Factory Manufactured Home (FMH) plan has been approved LJ A olr.ar r �He 3-16-04 DM ti f from a system set of FMH plans previously approved to Dept. of SIDEWRLL= 2x6 16"0C DESIGN SNOW ZONE= 45 ss7 r� at++�. A++�'. Pa >r�ss * r10546-895 3-2-04 JK r V State, Rp*ation No. M1387-02-070, Manufacturer's No. Ti1387. l T Expiration Date 12-18-04, which has not been modified in any manner. / CLG, I-jGT',c $'-0" ROOF= 5/12 24"OC °ATS 2, the energy portion of this FMH-plan has been prepared using RDDTL BSMT COL - u DESIGN WIND ZONE=. 120 3SG TURNKEY / CORIZINE 37432 Chapter 1 - NYS MECcheck or Chapter 5, section 502.2.4 when Chapter 1 - NYS MECchack is used, ceculetions shell - LRBEL - *. DEST.= CUTCHOOUE, Ni— FLOOR PLRN 214_6 be provided to the local building offical. ^l 11 __ Wind Speed 120 3 SG GFI WP 3 3 I iS 1 1 1 5 57un — a 1 1 II L � - - If 3 — {. 2 -S 13 093 3o 1 U M O I 3 4 9 5 --- _ 1 - - - -S3S- - --5 - - - - - -- - ELECT. 5 61 2 3 2 DROP g S3 --- - - - - - - - --- - 7 7 I I I db r- - - -S 6 5 S I0c I 1 i 5 6 i 1 1 1 6 I I I I 1 - - - - - - - - - - 7 6 I 7 I I I 1 I 6 I I I I I 1 I I Ir - - - - -- - - - - - -- - - - - - - - I � — SS3 5-- - - 6 6 1 6 7 II 7 17 I 1 3 r--SS 1 _ - - - - - - - - - - - - - - - - - 7 7 7 7 G I 4 APPROVAL LIMITED TO FACTORY BUILT PORTION MAR 1 52004 New York 'Dote: ���10, ,tL E,YC a�va annoRannac !( Haar. amarsartorx To the best of my knowledge, belief and professional judgement ��� $7tN��� �REI"vfEER�E�'ELi3ERS rtzan rs 1. this Factory Manufactured Home GMi-D an has been approved # pixT z srsn=n from a system set of FMH pplans ppre.au�pyd roved by Dept. ofwe ' State, Wcation No. M1387-02-070, Manu£ecttuurer's No. M7387, a a 567 Ps Rt44iE MrLy, Pa VM *=546-sg5 Expiration Date 12-I8-04, which has not bean modified in any manner. ti y www —p a,umv�rx 2. the energy portion of this FMH plan has been prepared using 9v ti g't car, TURNKEY / CORIZINE MT 77432 Chapter 1 - NYS MECcheck or Chapter 5, section 502.2.4 +' 076 when Chapter 1 - NYS MECcheck is used, caculatlons shall ,�,.FT(1•yr AT��4 ELECT. PLAN a+ ra. be provided to the local budding officel _ _ - 214_6 20'-0" N i O j m 8'-10" 81- 8'-8" 1,15 1/ " 18'-6 1/2" CD - - _ .tiro _ - a. - - - -- - - - - - -� )- - - - — -- �\ � i ti X1.1 RL J 1/2'ENDWDIR RBS RLL Ec 36'0��(1' MIN FROM CORNERS) T0ENAIL BAND TO SILL PLRTE 16b 5"oc (TYPICRL ALL ENDWALLS) SIDEWRLL LATERAL LORD= 39661bs 1/2" DIR RBS m 72"oc (1' MIN FROM CORNERS) TOENAIL BAND TO SILL PLATE 16d 30"oc (TYPICAL ALL SIDEWRLLS) APPROVAL LIMITED TO FACTORY BUILT PORTION MAR 1 2004 NOTE; 1. THIS FOUNDRTION DRRWING AND NOTES ARE FOR REVIEW ONLY. ACTUALp o4� �pS FOUNDRTION DESIGN TO BE APPROVED BY R PROFESSIONRL #Q Q� 94A PREM►fR�UILDERS ENGINEER OR REGISTERED ARCHITECT. 2. THIS DRRWING TO BE USED FOR DIMENSIONS ONLY. A W.°F"" MW"` 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS 8 STAIR LOCRTION. r 7 _n w�A � P' fi n(� — •�+� - 04 DM 4. SEE MRSTER SERIES DWGS., SHT. NO. 4a; FOR a; a 1g'k 4, TURNKEY / CORIZINE 37432 NOTES AND DETAILS. °F4jEST��p``2 R. FOUNDATION LAYOUT GUIDE 214-6 S. MAX. COLUMN SPRCING= 9'-0" FILII RHO y 0 Effl EFE 9 H 11 ��❑� .. -� FLR. — ��❑❑ FRONT ELEVATION APPROVAL LIMIT FG TO FACTORY Bl-!L PC TON MAR S 2004 New York :'oto: rt0 �.'tpIS- To the best of my knowledge, belief and professional judgement P tiPrvSER m " L this factory Manufactured Home (FMH) plan has been approved #�o`t� ��hBF�`` PREMIERBULDERS SIT^ from a system set of FMN plans previous) approved by Dept. of State, iapp5cation No. M1387-02-070, Manufacturers No. M1387, "s c X 557 g RtKaE. ki% ' 17756 • (79)546-M Expiration Date 12-18-04, whch has not been modified n any manner. 2 the energy portion of ft FMH plan has been prep2ared using -T @ TURNKEY / CORIZINE 7432 �tChapter NI NYSYS cMECcheck isor pmod, cacuabo ster 5, section 02shal r,.2.4 0iv'•nFRONT ELEVRTION -1'� nam mo: be provided to the local bt"ng office). ?!, $,�-_O 214_6 mTH � LLLI uun — JFLR. APPROVAL LIMITED TO REAR ELEVATION FACTORY BUILT PORTION MAR =204 `��tON e eLDR/DE _anrxxaFrmrc rvrar-. au„ annae Now York Note: p,� � )e{ To the bast of my knowledge, belief and professional avdgemenf. # PREf r1IER Bl/tLDRS ' I. Ids Factory Manufactured Home (FMH) plan has been approved - : C X A M.ar anc�'Mall4 M from a system set of FMH tans reviously approved byy Deppt, of a �7 p�.� µmy pa 7 M a CMJ54Egg15 State, Rpphcetlon No. M1387�2-07� Manufacturer's No. M1387, o ww�v -tu'Idasmn I—M Expiration Date 12-18-04, which has not been modified b any manner- red 2. the energy portion of this FMH plan hes been prepared using cG O'ST3� 4�� TURNKEY / CORIZINE 7432 Chapter 1 - NYS MECcheck or Chapter 5, section 502.24 _ I when Chapter 1 - NTS MECcheck is used, caculatiace shall ?IF$Tn O RERR ELEVATION -i 214.6 be provided to the local building officel. ""<= r: 12 5 CLG. is m FLR. APPROVAL LIMITED TO I _EFT- E-LE-V-RTION FACTORY E!I i.T PORT'ON MA 1 2004 -�c�ION g^,C BLDR/DEVn r#!r!1ozl TXT nwe.�. a .. TVW New York Nota: E {(-�� To the best of my knovledgm e, belief and professional judgeent ��Q� TEN�ca� PR'E IERBUiL©ERS R.a+ s * uc sraiSE L this Factory Manufactured Home CFMH) plan has been approved i:� C X a W.or rsa-r este Mc from a system set of FMH MpIans ppreviously approved byy Dept. of "' State, AMcation No. M1387-02-07o. Manufacturer's No. M1387, r -l p 567 Pa atsca. tf+cy. Pa 17755 f7i754E6B5 Expiration Date 12-18-04, which has not been modified in any manner. t' y 1 �3 TURNKEY / CORIZINE �T 7432 2. the energy portion of this FMH plan has been prop&red using �V:,� [-e1`3 a Chapter 1 - NYS MECcheck or Chapter 5, section SMA OF when Chapter 1 - NYS MECcheck is used, caculations shall riCg�T\�"' LEFT ELEVRTION -1 214_6 be provided to the local building offical. FT SIMPSON x1110 ER TRUSS 8-8d NAILS TO TRUSS 8 PLATES SEE SYSTEM DRAWING x7f FOR MRRRIRGE WALL FASTENING SIMPSON xLSTR18 5-8d COMMON NRILS ER END (OR EQUAL) ER STUD SIMPSON cLSTR18 0.162x3.5" COMMON NAIL TOENAIL 5-3d COMMON NAILS ATE ER END (OR EOURL) ARIL TO SILL PLATE ER STUD 0.162x3.5" COMMON NAIL 1/2" DIR ANCHOR BOLTS TOENAIL a 5"oc1/2" DIR ANCHOR BOLTS (MA72"oc X) 5 1' FROM CORNERS fMSl EIJDJOIST TO SILL PLATE 36""oc (MAX) 2 1' FROM CORNERS (MIN) POURED CONCRETE WALL APPrcv�-!AL LIMITED TO 3000psl MIN , FACTOR"t BUILT PORTION FNDWR ECTION SIDFWRLL SECTION MRRR WRLI SECTION MAR �2904 ST j 8 9 mit., 11' [ L Y NOTE: SEE DWG 7a1 FOR BALANCE OF 120 WIND FASTENING aLozioEva nm+ozawna,e rwar. ant+xzaAnok NQS .131x3.5" NRILS MRY BE SUBSTITUTED n_aN ss oEwvm ra=v: FOR 8d COMMON NAILS BREmiERBUILDERS A pl:OF YM.Y IYat6 HC Pd R( N V756 f 67"-805 ¢ImLFIITfR GiTR6i5E 120 3SG WIND LORD DESIGN wind_det � W TWO STORY WIND DESIGN - 37432 37319 EIFI n N-a F-P Ml 0U2lIXM'.1S161N - L Ey MCI,,LIG'fR'pf gq�LP.]sE FS Z FIELD . 1NST( Vcw Br- B�5IN4LQEA NOTE:RLL MNRRp_5 BY MILER 2 BUD .K%ENps BUILD LOOSE FOR FPI O INSTI,LB w BT 0] __. 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BOX 246 a IIO TR $MR N FP L 2 —17756 MUNC - PROTECTEo BY 'f, PR 6TP4M IN CR EaUNRL-` n[sniLd FRs'ro.En W n:cceOlece uITrrn TR3£ DRN BY DR T E SCFiLE REV. T NO ROLs uaria#ri4eE � �10-1-2002 M5 � 0.v? Ca\9c�n 1\V,!•"�\�.�',^1,d 1 d4T ��-yv�dLF��c;�-1�V�3-�ouc�yl�rhp3a�a/ Ny to I 1 I 3L S1c3 I 1 M ' 4 !w It COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -- ---- SOU1HOLpTOWN ZAA SOUTHOLD TOWN PLANNING BOARD S011OIOLpTOWNTAUSTEES xrs.DEC _� — — -- — I PLUAWR CERTIFICATION _ ON LEgD COId!EENT BEFORE i✓ /l �� l / IV 1� ��'�L �lJ� ���/ ti l�� O 6� �/� ' /� -fi -�� -r'e--f�� v / ,3 /'I� ', '-- ���»\ CERTIFICATE OF OCCLiPANCY O� SOLDER USED IN WA IER SUPPLYSKSTEM CANNOT EXCEED 2110 OF I% LEAD. I PLUMING I ----- ---- 1 _ - ------ -- -- ��yyI ALL PLUMBINBG WASTE WATER LINES NEED TESTING BEFORE COVERING - + - ------+- — - - T CERTiFICATION4F 9 — - _ITIT CoNu�eTAa N ! I I I I I I F /nN�lb� FfL9Sy(L C LI \ I, I SpA-t%�,C,C7"EV) 7-cj C-�7�'7 N4.S.� � RETAIN STORM WATER RUNOFF_ - -�Z cl ,. , PURSUANT TO SECTION 45•I OC ter.. 77— ' OF THE TOWN CODE. OCCUPANCY OR _ .�,....�....,... .y_ -- � 4 , USE IS UNLAWFUL __._.. WITHOUT CERTIFIC AI t OF OCCUPANCY 0 I 1 CUN$fR ION SHALL x I MEET; -REOU EMENTSOFTHE OF NE YORK STATE. �x yC, ;T ^y /'z 1 T APPROVED AS NOTED err ��� PI, OL+ ZO }(, DATE:�B.P.i Wi !�J� f: P �— FEE: ?�- BY: Y� � COTPLY LY WIT CHAPTER"46" G 1 FLOOD AMA E PREVENTION NOTIFY BUILDING DEPARTMENT AT - _' — / ' " ^ i ' Q 765.7!02 IAM TO 4P FOR THE '� �j';- r, - SO T,301.)WT 'WN CODE., FOLLOWING 14PECTOW. ! ---- y—�--T a-- ._. —-_—.. .,i.CJ t. FOUNDATION • TWO REQUIRED /-� ,. I --�^ FOR POURED CONCRETE ----�--- !' _--�__ _ 64�__-- '..__..-_---.--__--�--- _.� UNDERWA A$CEATIFICATE 2. ROUGH • FRAMING f PLUMBING --------_..-- QUIRED 3. INSULATION 4. FINAL - CONSTRUCTION MUST /F�) 1 4 BE COMPLETE FOR C.O. ,� ` J ��' �' NOT PROCEED WITH ALL CONSTRUCTION SHALL MEET THE /,lX-;.� a� !- / =_�� fir' �,-�__ �" °} )o 140-r REQUIREMENTS OF THE CODES OF NEW _ - 1..- YORK STATE, NOT-RESPONSIBLE FOR _ __. . ks f � " DESIGN OR CONSTRUCTION ERRORS. OF FOUNDATION LOCATION $',L'_�fE 'A r 7 /`; `7 ��@D Aq, HAS BEEN APPROVED. y R /T --- - I i I I I � I 1 f - WWI ^ � �s _ B de�i6e / >r $l ,Q ' r,p __ermtorirsrr«ww Al- i2+ sv rT2cedtirk3Ststm �tPldlii twtldea• Ugint _ 2�pttset3ptjva desi®It eble 3 2$ cells fat "61v ety�lp}ledwlthiric2rld+� '142r(:u4 'C �7 F'a�� y '� 236 ata repot a.►�.ee.. A1e.berw '1', '�Ap1M„�riy^,r, ei 'Wis �i $ >� GIA!' p(} t� se.r 16 ,wanwart .sp+e w,pa,rNyhr . 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I 4LQ �r 2 Ll t' Caw �... ruz �++r ;" '"" x" 21 sQ 5.5 GENSRAL,NOUS: 7'4e AreMteu will not have cadimt or rhprge,ofaod wjll int he rnPonpihle for mONtruction ntaw,• ?A.: M ae . ; o,mhoL:,6edutiques xgilmcer•urd provons in cona0woo whhdm wodc. A•g r7 AS' 7%coragatopduliat"4putims - and cpmply with dliawty,grdinlecep,no",m804tdoru rad Invr6d y • . . ordwsofaw:puhlic mithor�y beuiogon:the P ofthrwdrlcm[ddl promptly notilythe �. Allow iflhe dmwiat mrd� `am Ml vnimm Ommereith,prior to coo5uuaim, - - - - - � ' - e' - ad cmuactmr pl111indmini and hold herOdeNthe Architect md'there a8hito fwd emplayear ' 41w'n!E fY F ' '7A1tlp t)onad'citlmt','dmlaa.lotrea md,expmpe9 imh,dltghrq not Limited M mtar0ey 6x1 atil(ng a+tof or sAa+ >!I%+► +` r5 ltwla i�ai'wap'#iM11M9b' N +!= rebJt�3Fedl eapa+hrouNe of 0mi Wo&provided ft mW such mels dunaa IOU m expense(1)to Yerit t 'a � alulptablawtiddil•�[**arm dimme of death orto hionyto dr dertmetion'oftpn8lNaproperty (odsolhaa the wnrii mdiidi tlalond•meraWhfathere6'wn and(2)isew9ed in why or in ri 7i M�. M 1'!: •N 4r ptlrby W',noopm get ormniesion ofthe mori4Wr my rubmatrKtar WgtrgIQuaOtlY or wdlonfy by m7 ordain mE h,duWl•mrployedb]r any of dam or myon Wr wbpe actx■rgld8rpm bon"replydlau'rlllktYar w hot it i1 cwttd ill �'r twtty wdanni6ed dewmodel 9.4 a.r',yI' i AemdelandraukdamufNYSHWWia,CodeDue80vrmovwe8coa4rtummamdugldMdOd. .` AN[gK(et4to'heaeda'7�080pi it 2e dgs:AB,fnolde8a»h6c o0viryin+oiLwith.mhliwmn toil ?e *I ap.9 ax n,6 In hetlt�gdepadq aPxianr i-.• �,1 ., yap : •._,••=-•-•-{ 4 AQdIdGi47t aYl'1o8o84dWfarPervi"iotmyapocky.40i he 16 _ ar-:?t5 •Ga na ,do' gAhag dr�awglesorin.emtr' + :'�ta'�NYdr�il!maneiawPNaEpanM4uFdah. . i /U 7 y "i;afllr Thi' vT•A / Y� µ rl X/ '�, .• 'V !� '.t 1, � G��+. �.' k 1. dl`t `.1 /-l/!\ •`� y L - `�y ''� _yY'-�.4',l ) i :�y esw. . ' 8r � tvAr.«�i e, v✓/Nr'� 5 `�_�__._CCJ�!�'_�!��:.<_�_ � �� �� �_____