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34965-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34965 Date: 07/23/10 THIS CI~I(TIFIES that the building NEW DWELLING Location of Property: 3205 ALDRICH LA LAUREL (HOUSE NO.) (STREET) (HAMLET) County T~[x [4ap No. 473889 Section 124 Bl~k 1 Lot 4 Subdivision Filed [4ap No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 27, 2009 pursuant to which Building Permit NO. 34965-Z dated AUGUST 28, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCH AND DECK AS APPLIED FOR. The certificate is issued to ZACHARY & MICHELLE TOMASZEWSKI ( OWNER ) of the aforesaid building. SIFFFOLK CO~ DEPAR~gI~T OF I{F~%LTH APPRO%rAL R10-03-0135 06/03/10 l~Et-£~I~ CI~RTIFIC~%THNO. 131548C 07/09/10 PLI~B~ C~KTIFICATION l~A-r~u 07/20/10 LI SD/qRISE PLUMBING Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUII~)ING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34965 Z Date AUGUST 28, 2009 Permission is hereby granted to: MARY E TOMASZEWSKI 3275 ALDRICH LA LAUREL,NY 11948 for : CONSTRUCT NEW SFD WITH ATTACHED DECK & PORCH, NO GARAGE. MODULAR HOME at premises located at 3205 County Tax Map No. 473889 Section 124 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY ALDRICH LA LAUREL Block 0001 Lot No. 004 27, 2009 and approved by the 28, 2011. Fee $ 1,382.00 Authorized Signature Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled ia 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, mulOPle 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 dwelliag $25.00, Additions to dwelling $25.00, Alterations to dwelliag $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. ~///,Lo//e> New Construction: .~ Location of Property: -,~2~ House No. Old or Pre-existing Building: (check one) Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block / Lot ~/ Subdivision Permit No. ~ ~f~d'y~ Health Dept. Approval: 2/£.r Planning Board Approval: Date of Permit. Filed Map. Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ ~ '~ Final Certificate: ' f (check one/ Lot: Apphcant"-S~gnature Issue Date 7/9/2010 Electrical Inspection Certificate ElectHcallnspection Service, Inc. Application Number 375 Dunton Avenue 131548C East Patchogue, New York 11772 (63t) 286-6642 Issued To: Mr. Thomas Zewski Street: 3205 Aldrich Lane Village: Laurel Zip: Section: Block: Lot: Contractor: Anything Electric (L) 11948 Town: Southold Lic. # 5220-E Was examined and found to be in compliance with the National Electrical Code. [] Commercial [] NVDefects [] Pool [] lstFIoor [] Indoor [] Basement [] HotTub [] Residential [] Der. Garage [] Attic [] 2nd Floor [] Outdoor [] Addition [] Survey Switches Receptacles Fixtures GFI Heaters 3 1 5 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps A/C Fans Microwaves Furnace Oil Gas Circulators Smoke Detector Bell~ Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 [] / Bldg. Permit: Other Equipment 1-Subpane1150 amp/1-20 amp Well H20/ 1-30 amp Water Heated 1-200 amp Main Breaker Panel/1-60 amp NC Disconnect/1-5( amp NC Disconnect/1-30 amp NC Disconnect/1-Co/Smoke Combo Hugo S. Surdi President Rough Inspection: 06/23/2010 Inspector: John ~lahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. CERTIFICATION Date: r].~C~ ltd Building PermitNo. gq (~lease print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of 4.0t~ , 20 Notary Public, - '(lfft.qnbers Signature) County BONItI£ I. DOROSIq ~l~aty Public, State Of New¥or~ No 01D06095328, Suffolk Count~ T~rm [xpimslull 7, 20 [ ~ , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~//N~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION DATE I0~1.~o ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~ FRAMING~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ~FINAL /~; ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ -2/ --/'~ INSPECTOR ~~"" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:, ~,~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HKLL SOUTHOLD~ NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved ~ 1"~ '~, 20 (~)t'~ Disapproved a/c Expiration ~{ ,%) ,20~(~; a. Th AUg 2 7 2009 BLDg. PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you h~..e or need the following, before applying'? V'Board of Health ~Fsets of Building Plans Planning Board approval cSa~ey 4~heck ~'ptic Form N.Y.S.D.E. ,C. Trustees Flood Permit ~'t~-rm-Water Assessment Form Contact: Mail to: Phone: Building Inspector ATION FOR BUILDING PERMIT Date ~" Z '7 __, 20 O~ INSTRUCTIONS ~lled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ('~ignature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ! (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 County Tax Map No. 1000 Section Subdivision /z,,/ Hamlet Block / Lot 5/ Filed Map No. Lot 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 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Alteration Other Work 4. Estimated Cost Fee 5. If dwelling, number of dwelling units { If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2 (o. z- Rear Height tq.,~ Number of Stories / Dimensions of same structure with alterations or additions: Front Depth Height. 8. Dimensions of entire new construction: Front t~ I ~.(~" Height Number of Stories 9. Sizeoflot: Front I htO' Rear 14o' Num~)er~ of Stories Rear I"~!' ~t' .Depth 'Z~. 2..-- Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 2~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO J 13. Will lot be re-graded? YES__ NO ,/'Will excess fill be removed from premises? YES__ NO / 14. Names of Owner ofpremisestn~t t~,, ~,~szt,.,~ Address ~z?s ,~,,~tt,~,, ~ ~ Phone No. t~,. 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 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE R/EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO ~ 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. 18. Are there any covenants and restrictions with respect to this property? * YES __ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFQuca=o,.-&. ) NO CONNIE D. BUNCH Notary Public. State of New Yo~k No. 01BU61850§0 qualifi~ n Suffolk Count~ c;omrmss off ~xpires April 14, 20~. being dui5, sworn, 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 tree 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. Swcrnto m this,~ _./~. _ befo~eay;f.>Z~~ 20 ~ q Notary Public '~ Signature of A15~licant NEW YORK STATE INSURANCE FUND CORPORATE CENTER DR, 3RD FLR. MELVILLE, NEW YORK 11747-3129 (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE TURN-KEY MODULAR HOMES INC 24 HARRISON AVENUE SOUTHAMPTON NY 11968 POLICY NUMBER I 1346 626-3 DAlE 2/18/2009 CERTIFICATE NUMBER 520-216 POLICYHOLDER CERTIFICATE HOLDER TURN-KEY MODULAR HOMES INC TOWN OF SOUTHOLD 24 HARRISON AVENUE P.O. BOX 1179 SOUTHAMPTON NY 11968 SOUTHOLD NY 11971 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE STATE INSURANCE FUND UNDER POLICY NO. 1346 626-3 UNTIL 2/20/2010 , COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORK- ERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 2/20/2010 IN SUCH M~NNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER. ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A I~TTER OF INFORMATION ONLY AMD CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND 0R ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 THE STATE INSURANCE FUND INSURANCE FUND UNDERWRITING A CORD~ TURNMOD-01 MUTA CERTIFICATE OF LIABILITY INSURANCE SI2912009 PRODUCER (631) 472-8400 THIS CERTIFICATE IS ISSUED AS A MA'rrER OF INFORMATION Edwards and Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 140 Greene Avenue HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 428 Sayville, NY 11782-0428 INSURERS AFFORDING COVERAGE NAIC # ~NSUREO Turn-key Modular Homes Inc. ~NSURER A: Peerless Insurance Company 24198 24 Harrison Avenue INSURER B: Southampton, NY 11968 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAy BE ISSUED OR MAy PERTAIN, THE iNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD*[ POUCY EFFECTIVE POLICY EXPIRATION GENERAL UABIMTY EACH OCCURRENCE $ 1,000,00( A ~- COMMERCIALGENERALLIABILITY GL8280663 6/9/2009 6/9/2010 PREMISES lEa cccufenceI $ 100,00( I CLAIMSMADE [] OCCUR MEDEXP(Anyoneperson) $ 5,00( -- PERSONAL & ADV INJURY $ 1,000,00( -- GENERAL AGGREGATE $ 2,000,00( GEN'L EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ ~ OCCUR [] CLAIMS MADE AGGREC-(-(-(-(-(-(-(-(-GATE $ WORKERS COMPENSATION J TORY LIMITS J J OETRH- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 10 Day Notice Applies in the event of non pay cancellation CERTIFICATE HOLDER CANCELLATION Town of Southold P.O. Box 1179 Southold, NY 11971- SHOULD ANY OF TH E ABOVE DESCRIBED POLICIES BE CA NCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WiLL ENDEAVOR TO MAiL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KiND UPON THE INSUREFL ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ACORD 25 (2009/01) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD IQ Town of Southold · Erosion, Sedimentation & Storm'Water Run-off ASSESSMENT FORM Item Numbec 1 2 3 4 5 6 7 8 9 I~ ITM o ~ 8aeflea Block ' (NOTE: ^ Check Mark (,~) for e~ ~ ~ R~ ~ · ~e ~) V~dl this prajeof Retain Alt Storm-Water Run-Off Ge~emthd by a Two (2') Inch Rainfall o~ Si[e? (This Itere wlli.thdude all run-off c~eate~ by are deadng end/er coesto~ice activities as wel[ as all Site -- Improvers. eofs and the pemmesnt ~eoficn of Imperfloes surfaces.) r"""l Does the Site Plan and/o~ 8urve~ Show NI Proposed Drainage Structuras tudice~ing Size & Location? This Item shall thdude all propped Grade Changes and Sk~oes Controlling Sun, ace WatetFicwi Will this Project Require any Land R~ing, Grading or Excavatio~ w~era there is a change to the Natural ~ __ Existing Grade Involving more than 200 Cubic Ya~s of Matu~al within any Parcel? V~I thiS Applicetiun Require Land Distmbthg ~es Enoompassing an Area in Exceed of Five Thousand (5,O00} Squara Feet of (3round Surface? Is them a Natural Water C,~urse Running through the Site? Is this pm~ect within the Trustees jurisdiction Or within O~le Hundred (100~) feet of a Wetland or Beach? W.,the. be.S,t..rep ra on on E.s... rade S,o.es , '"een" l f et of t° One Ftundr~l ClOffl of Hedzontal I~stunc~?.. . ~itl Driveways. parking Areas or other Impervious Sudaces be Sloped to O~ract Storm Water Run-Off ~ -- Will this project Require the Placement of Material. Removal of Vegetatio~ and/or the ConstnJction o! I~1 any Item Within the Town Rigllt-of-Way or Road Shoulder Area? (This item will NOT include the thstallatlo n of Driveway Aprons.) wi, this Praie=t .equi~e Sit. prapar~t~on with~, the O.e Uund~.d 000) Yea~ ~lce~.l=i. of aoy Wate,co.rse? L.a NOTE: if Any Answer to Questions One iht=ugh Nine Is Answered with a Check Mad~ in'the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted fQr Review Prior to Issuance of Any ...... Building Peml~ - -- -- Yes EXEMPTIONt 'ic~Jitural Pm]ect? Does. this pro~ect meet the minimum standards for daeaificaflon es an Ag~ Drainage & Erosion Control Plan is NOT Requlredl" Note: if You Answered Yes to this Oueatlon, a StormANater, Grading, STATE OF NEW YORK,~._),d,_~,~rJ~ ~?.__3.~y...:.:..._~.. .... SS CO~Nl~- U. ~UNCH COUHTY OF .......... Notary Public, State of NeON Yo~k s~ Q1BUt185050 . That I, - .............................................................................. being duly sworn, dcpos YSCommissi0n~.,~u.,~.-..~-~il--~-, 2'(~-&~ExmresAOn~ , ~ (Name of Individual signing Dbcumen~} And that he/she is the ........................................................................ (Ovmer. Co~tr-aa:~;or, AgenL CoqxXate Of~, etc.) No Owner and/or representative of the Owner of Owner's, and is duly authorized to pcffonu or have performed the said work and to m~dce 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 herewith. Sworn to before me this; or ........ Notary Public: ...................................................................................... FORM - 06107 · ~ , TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ~_~ ~C~' VILLAGE DIST.' SUB. S W ~PE OF BUILDING ~U...~ S~. VL. ~3/~ FARM CO~. CB. MICS. Mkt. Value 'illeble , FRONTAGE ON WATER V~le~ FRONTAGE ON ROAD ~ DEPTH i~ Pl~ BULKH~D '~I COLOR TRIM Extension Pokh Breezeway .Goroge Patio Oo Bo Foundation Basement Ext. Walls Fire Place Type Roof Recreation Dormer Floors Interior Finish H~t Rooms 1st Floor Raoms 2nd Floor Drivewey Dinette LR. DR. BR. FIN. B TEST SURVEY OF PROPERTY SITUATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-124-01-04 SCALE 1"--40' SEPTEMBER $, 2003 SEPTEMBER 25, 2003 REVlSED HOUSE LOCATION AREA = 41,881.47 sq. ff. 0.961 ac. TEST HOLE DA TA (TEST HOLE DUG BY McDON4LD GEOSCI£NCE ON AUGUST 20, 200,5) A. Ingegno Land Surveyor PNOk~ (~51)727-20~O Fax (~31)727-1727 THO 6 KENN! Eg~g c N '~{iTUK TEST 1-IOLE DATA (T£$T HOLE DUG BY McDONALD GEO$CI£NCE ON AUGUST 20, 200J) SURVEY OF PROPERTY SITUA TED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-124-01-04 SCALE 1"=40' SEPTEMBER $, 2003 SEPTEMBER 2.3, 2003 REVISED HOUSE LOCATION AUGUST 26, 2009 REVISED PROPOSED HOUSE SEPTEMBER 4, 2009 STAKE FOUNDATION & ADD ROOF DRAINAGE AREA = 41,881.47 sq. ff. 0.961 ac. "~ ~';;~'~', Ill'~ Mathan T.aft'Corwin III Land Surveyor PHONE (631)727-2090 Fex (631)727 1727 ~ SURVEY OF PROPERTY SITUATED AT co¢.~:~- TOWN OF SOUTHOLD ~o S.C. TAX No. 1000-124-01-04 , '. [.~ SCALE 1"=40' . SEPTEMBER 3, 2005 ' AR~ = 41,881 sq. fi. ~ A- ~ 0.961 ~ ~. :: ~ O, ~ ZACHARY TOMASZ~SKI ~' ... ~ MICHELLE TOMASZEWSKI FIDEU~ NATIONAL TIT~ INSURANCE COMP ~NY ~OV~LOF ' - ' .... ~ ~ ~ ~ ~,~{ ~ ~ z...,~5 -,,)~ o~t~ JUN -3 ZO/O~.~.~:-. ,~?,.~lo-o~-ol~x Z c _., O~i(~ of Wastewater Management ~%~ -, ~-' Nathan Taft Corwin Ill ~'"~'~ Land Surveyor Town ltall Annex 54375 Main Road P.O. Box 117!1 Southold, NY 11971-0939 Tclcpllone (631) 765 1802 Fax (631) 76,3-9.302 BI 71 I,DIN(; I)I~]'AI/TMENT TOWN OF $OUTHOLD June 22,2010 Zach & Michelle Tomaszewski 3275 Aldrich Lane Laurel, NY 11948 TO WHOM IT MAY CONCERN: The following items am needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) j Electrical Underwriters Certificate. A fee of $25.00. __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34965-Z New Dwelling Wind Speed 120 3 SG NYS Permit Submittal for 120 3s.q HiRh-Wind Job #30664 07/20/2009 dm Builder: Turn Key Modular Homes, Inc, Customer: Tomazxewski Site Address: XXXX Street: Southold, NY 11971 Premier Builders, Div of Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Darryl Min~emoyer Premier Engineering Manager dmincemoyerC, premier-builders.com NY Approval Number: M 1387-02-070 Expiration Date: Dec 10, 2010 NYS Hiqh-Wind Submittal Index Index: NY Design Specifications - Attachment - 1 Design Specifications-Attachment - 2 (1 sty 12/12 sw & mw opening hdrs) - 3 (2sty 12/12 sw & mw opening hdrs) - 4 (1sty 9/12 sw & mw opening hdrs) NYS "Notice of Approval" letter for system approval NYS 120 3sg Factory Shearwall and Connection Supplement NY PE calcula~on summary NY PE calculations Fastener Cut Sheets REScheck Compliance Certificate & Checklist System Drawings Cover Sheet - la Floor plans High-wind plans Electrical plans Foundation layout Elevations Bldg Cross Section - 7_ Truss Manuf. Details Balance of system sheets that apply to this actual house - 2 thru 10_ NY Design Specifications - Attachment-I Home Ident. (Job No.): 30664 Site Location: Southold, NY 11971 Suffolk Co. Design Loads: Ground Snow Load: See floor plan Seismic Category: B Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g / Sip'g) 40 / 30~ Floor DL: 10~ 7/2012009 Applicable Bldg Codes: 2007 Residential Code of NYS NYS Energy Compliance Thru Rescheck 2002 NEC Isuch ~s, but not limited to: foundation, exterior steps, or other Occupancy Classification: Construction Type Classification: 1 Family Detached Wood Framed Unprotected Index of Addfl. Specific Dwgs: 1st Sty Floor Plan 2nd Sty Floor Plan 1st Sty Electrical Plan 2nd Sty Electrical Plan Foundation (4)Elevations Truss Detail(s) References: Window/Door Schedules - System Dwgs. Sbt 3c Calc. Manual - 35/45 GSL Design Sidewall Studs - Pg 86 (35/45 psf Manual) Marr. Wall Studs - Pg 203 (35/45 psf Manual) Floor Joist - Pg 2 (35/45 psf Manual) The plans and specifications of this permit set are derived from and consistent with the plans and specifications associated with the approval on file with the Dept of State, which were approved on Feb 12th, 2009 under system #Mt387-02-070 Attachment - 1 Desiqn Specifications - Attachment 2 35 Ground Snow - 24,/26/28 Wide - Ranch - 9/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-2" 605 B 3-2x8 SPF 2/1 7'-10" 605 C 3-2xl 0 SPF 2/1 9'-7" 605 D 3-2)(12 SPF 2/1 11 '-2" 605 E 3-1.5"x5.5" LVL 7'-7" 606 F 3-1 ~5"x7.25" LVL 10'-1" 606 G 3-1.5"x9_25" LVL 12'-10" 606 H 3-1.5"xl 1.25" LVL 15'-8" 606 Marr Wall Header/Beam Schedule Symbol Header Max, Span Calc Ref 1 1-2x4 SPF 2/1 4'-5" 620 2 1-2x6 SPF 2/I 6'-6" 620 3 1-2x8 SPF 2/1 8'-3" 620 4 1-2x10 SPF 2/1 10'-1" 620 5 2-2)(10 SPF 2/1 14'-3" 622 6 1-1.5"x9.25" LVL 13'-11" 621 7 2-1,5"x9.25" LVL 17'-8" 623 Col Studs 1 1 1 1 1 1 2 Attachment - 2 Desi.qn Specifications - Attachment 3 35 Ground Snow - 24/26/28 Wide - Two Story - 9/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A-1 3-2x6 SPF 2/1 4'-9" 609 B-1 3-2x8 SPF 2/1 6'-1" 609 C-1 3-2xl 0 SPF 2/1 7'-5" 609 D-1 3-2x12 SPF 2/1 8'-7" 609 E-I 3-1 _5"x5.5" LVL 6'-10" 610 F-t 3-1.5"x7.25" LVL 9'-1" 610 G-1 3-1.5"x9.25" LVL 11'-7" 610 H-1 3-1.5"xl 1.25" LVL 14'-1" 610 Marr Wall Header/Beam Schedule Symbol Header Max, Span Calc Ref t-'~ 1-2'412 SPF 2/1 6'-3" 631 2-1 1-1.5"xl 1.25" LVL 11 '-1" 632 3-1 2-2,'<6 SPF 2/1 4'-11" 634 4-1 2-2x8 SPF 2/1 6'-2' 634 5-1 2-2x10 SPF 2/1 7'-7" 634 6-1 2-2)(12 SPF 2/1 8'-10" 634 7-1 2-1.5"x9.25" LVL 13'-1" 635 8-1 2-1.5";(11.25" LVL 15'-8" 635 9-1 2-1.5"x9.25"&11.25 LVL 18'-8" 636 Col Studs 1 2 1 1 1 2 2 2 3 Engineers cer~J~catiorCseal app!ies oslv to factor~ [manufactured portions of this building~ Cediflcatic~iseal does not apply to site installed elements or portions built on site Isuch as, but not limited ~o; foundation, exterior steps, or other site work. Site work mus~ be designed by other¢ for site [coodld~ns, under Ioca! iudsdict~on Attachment - 3 Desi,cln Specifications - Attachment 2 45 Ground Snow - 24/26/28 Wide - Cape - 12/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x4 SPF 211 4'-1" 651 B 3.2x6 SPF 2/1 6'-0" 651 C 3-2x8 SPF 211 7'-7" 651 D 3-2)(10 SPF 211 9'-3" 651 E 3-2×12 SPF 211 10'-9" 651 F 3-1.5"x5.5" LVL 7'-5" 652 G 3~1.5"x7_25" LVL 9'-9" 652 H 3-1.5"x9.25" LVL 12'-6" 652 I 3-1.5'5(11.25" LVL 15'-3" 652 J 3-1.5"x16" LVL 16'-2" (3 co[ limited) 652 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 2~2x4 SPF 2/t 5'-7" 668 2-2x6 SPF 2/I 8'-3" 668 2-2x8 SPF 2~1 10'-6" 668 2-2xl 0 SPF 2/1 12'-10" 668 1-2xl 0 SPF 2/1 9'-1" 666 1-1.5'5(9.25" LVL 12'-1 I" 667 2-1.5'5(9.25" LVL 16'-5" 669 Col Studs Attachment State of New York Departmen~ of State Division of Code Enforcement & Administration One Commerce Plaza 99 Washington Avenue Albany, New York 12231-0001 (51 g) 474-4073 FAX: (518) 486-4487 www.dos.state.n¥.us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official fh~t the New York Department of State (DOS) has reviewed and approved ptans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Hbmes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturer's Name: Building Description: 'Approval Number:.. Applicable Code: Expiration Date: Maximum Ground Snow Load: Muncy Homes, Inc. 1567 PA Route 442 East P.O. Box 325 Muncy, PA 17756 Detached One and Two Family Dwellings M 1387-02-070 Residential Code of New York State 2007 (RCNYS) December 15, 2010 90 PSF Seismic Design Category: Basic Wind Speed: Exposure Category: DOS Contact Person; Additional Conditions: A, B, C or D1 I20 MPH Maximum A, B, crC Gerard A. Hathaway, R,A. None Approval Date: February 12, 2009 Modifications to Previously Approved System Ronald Piester, AIA Director ,~, copy of this Notice of Approval shall accompany all plans and specifications submitted a~ part of a permit application. Plans should not require a DOS seal provided the registered design professional refereeces the approval number and celtics that the plans and specifications confom'~ to the plans and specif",~attons approved by and on file with the DOS. The.approval identified above is limited to all construction that takes place in [he facfeq¢, Site tala(ed work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shaf~ be presumptive evidence that the factow manufactured th)me er component compiles with the provisions of the RCNYS. If the code enforcement official believes that any factory manufactured component is iN violation of one or more provisions of the RCNYS, he/she should contact the DOS for fuither review and/or detem~ination. NY 120 3sq Shearwall and In-Plant Connection Supplement Job# 30664 Wall Roof Diaphram Floor Diaphram Sheathing Fastening 7/16" osb-blocked 8d Nails 4"oc(edge) 6"oc(field) 1/2" gypsum wall board 5d nails 7"oc(edge) 10"oc(field) Orientation Vertical 7/16" osb 8d nails 4" diaphragm edges 4"oc(edge) 18"oc(fietd) 19/32" osb 1 Od nails 4"oc(edge) 8"oc(field) Truss to Stud Connector Uplift MTS18 Fastening Quantity 12~10d×1 1/2" nails 110 Truss to Top Plate Lateral Longitudinal 3-. 131"x3" (toe nail) 3-. 131"x3" (toe nail) Mating Wall Studs to Cig Beam & Floor Uplift LSTA18 5-.131x3" nails ea end 32"o0 152 Top Plate to Plate Uplift (1 st stoW) Lateral 1.5"x16ga Staple 12stpl/bay/stud (thru shtg) .131"x3" 7"oc (face nail) Plats to Stud Lateral 4-.131"x3" (end Stud to Ceiling Perimeter Uplift 1.5"x16ga Staple 1 lstpi/bay/stud (thru shtg) stud to Floor Perimeter Uplift 1.5"x16ga Staple 12stpl/bay/stud (thru shtg) Bottom Plate to Floor Lateral Longitudinal Ceiling Perimeter to Top Plate Longitudinal Corner Stud Connection Lateral (1 st story) Lateral (2nd story) Top Plate Splices · 131"x3" 7"oc (face nail) (see.high-wind plan) (see high-wind plan) 68-.131"x3" (face nail) 3 rows 4"oc 34-,131"x3" (face nail) 3 rows 5 1/2"oc 20-.131x3" nails ea side of splice Note: Fasteners & connectors with equivalent rated values may be substituted Attachment -~. ~ 07/20/09 drm The RHDQ series of holdowns combines Iow deflection and high Ioads with ease of instollatioe. The unique seat design of the HDQ8 greatly minimizes deflection under load. Both styles of holdown umploy the Simpson Strong-Tiee Strong-Driva® screws (SDS) which inst~ll easily, reduce fastene~ slip and provide s greater net section area of the post when compared to bolts. They may be instel[~ either flush or ~sed off the mudslll without a reduction in iced value. SPECIAL FEATURES: · Us~s SDS s~rews which install easily, reduce fastener slip, and provide a greater net section srea of the p¢st compared to bolts. · SDS screws are supplied w~ the heldowr~s to ensure proper fasteners am used. · No stud bolts to cour~emink at openings. MATERIAL: HDQ8---7 gauge; HHDQ--Body: 7 gouge, washer: ~' plate RNISE: HDQU~Balvan[zed; HHDQ-- Simpson Strong-Ti~ g~y paint INSTALEATIQN: · Use all spe~ied faste~om. See General ~letse. · For uae in ver~cal and horizontal appgcaUons. · Ne edg~oeol washer is required. · To fie multiple 2x members together, the Designer must determine the fasteoem required to join members to act as gee unit without spi~ng the wood. See page 20 for SDS Yalues. · See SB and $STB Anchor Bolts on pages 27-29 for anchorage options. · SDS screws instell best w~ a Iow speed high torque drgl with a ~' h~ head dr~er. · Refer to technical hugetin T-ANCHORSPEC for post-installed anchorage solutions (see page 191 for details). HDQ8: · .%' of adjustability perpendicui~ to the wail · See SST~ Anchor Bolts, pugs 28-29, for anchorage opBons. For 2-2x and 3x sill plates use SSTUL mo~s[s. The Designer may spec[fy any alternate anohorage calculated to resist the teoslon Ioed for a specJlic job. Anchorage length should take the besting piateNasher h~ght into account, to eosere adequate length of ·reads tn engage the nut ~HDQll/14: · No additionaJ washer ts required. · HFIDQ14 requires e heavy hex anchor nut (supplied with holdewn) · See S8 Anchor So[ts, page 27, ~or anchorage options. CODES: See page 12 for Code Reference K~y Chart. HUG8 U.S. PatenLs 6,[~JU,4U7 and HHDQ11 (HHDQ14 s/m/led HDQ8 Ve~cal Instal fatten Vertical HHDQ11 Insfallatlea (HHDQ14 slmilad Horizontal HDQ8 Inslallatiun 20-SDS N'x~ 3 5715 4115 0.064 HDQU-SDS3 7 2% 14 2'4 1T~ 2% % 20-SDS %~3" 3~% 76~ 5495 0,094 20-SSS %~ 4~ i 9230 6~5 0.095 16, L24, t 42 ..... ' The STHD is a~ embedded st/ap fie holdown with high load capacity and a staggered nail pattern to help minimize spii~ng. T~e STHD strop 'de holdown incorporates many features that impreve instaJlation and function. When used in conjan~on with the StrapMate® you have a system that he[ps prevent both p~ra[le[ a~d perpendicular movement during thstaliatioe relative to the form. Altm~s for aclu rate lsea'don of the $'P-ID's and reduces the poesibiilty of spelling. FEATURES · Tee strap nallinD palm allows fur nai[ing to the edges 04 double 2x's. · A slot below the ombedment liee allows for iocreased frord to back concrete bond and reduced spelling. · Strap eau slots are countersunk to provide a lower nail head profile. · Rim ju~ models a~commudats up to a 1T cl~r span without any IDes 0I strap nailing, MATERIAL: LSTHDU, LSTHDURS~14 gaugo, all othsra--12 gauge FINISH: Ga. lvanized INSTALLATION: · Use ali specified tasteners. See Genere] Notes. · Se~ Post Tension loforma'don on page 43. · install before concrete pour with a StrapMate, or other holding d~v~ce. · Nail strap from the but[om cp. , St~zp rely be bent one full cycle (banthorizonta~ 9~° than bent vertical)to a~ waft placement, but may ~use spalithg behind the strop. If the apall is 1' or less, measured from the embedment line to the bottom of the spsit, full loads appty. For larger spells see table foothotes for load reduction. Any portion of the strap left exposod shoutd be protected agairmt corrosiem · For two pour iPstalla'doos spelling is measured from the first pour. · Unless othePwise noted, do NOT iosta][ where: (a) a horizun~ cold joint exists ,within the embedmeot depth between the slab and tounda'don wall or footing beneath, unlees pr[Msions are made to transfer the load, or the slab is desigeed to resist the Icad imposed by the anchor; or (b) slabs are poured over concrete block foundation walls. · To tie muitipie 2x membem together, the Deserter must difiormiee the fasteners required tn join members to act as one unit without splitting ~e wood. · Additiooal sb~ds aUached to the shea~walI s~cdds or post may be required by the Deslgner for wall sheathing nailing. · Wood shrinkage afar strap iostalta'don across horizontal members may cause strap to buckJe outward. CODES: See page 12 for Code Reference Key Cha~t. Tension Loads for STHD Installations lNails are a Iow profile sIrap surtace, STHD u.s. Patem 5,813,182 Typical STHD14RJ Rim Joist Application Typical STHD Applications (for two pour, see footnote 5.) L~qen LS~D8tLSTHDURJ 6 21% 35Y8 8 24-16dSi~kcrs 1695 1695 1695 1825 1825 1825 1950 1950 ~ 19~ L~DU/L~HD8~ 8 21% 35,~ B 24dBdSinkers 1695 1695 1695 1825 1825 I 2335 1950 1950 2975 F24 STHDU/~HDU~ 8 21% ~'~ B 24-16dSinkers 2370 2370 3195 2370 2370 3195 2370 2370 3195 1. 'RJ' after the model i~dic~tes STHBs for dm joist appecatior~, ag. STHDBRJ. 10. C¢culate Io~ds using s~aigbt line interpolation for comer distances between ~/~' and lo. 2. STHD14RJ on 8' slemwa~ requires 30~15d sinkerS. 11. STHgl4~ instaged on 9 F/SPF in a~ 8' stemwall: thc I~ load Is 5370 16d si~ers ~d 1Od common (persinglepourrebarinstalt~on onpa~e 43). ~d~ fac~ See technical bulletin T-SCLCOLUMN lot ~aioes on the n~mw lace Straps are designed to barmier teesion loads in a wide vafie~ of appllcagens. HRS--A 12 gauge strap with a aaiiing pattern designed for instigation on the edge of 2x members. NEW! The HRS¢I§Z |~stalis with Simpson Strong-Tie* Strong Orivee screws (SDS). LSTA and MSTA--Designed for use an the edge of 2x members, with a nailing pattern that reduces the gotanUa[ for splitting. LSTI--Light straps that are suitable where pneumatic-naigng is necessary through diaphragm decking and wood chord open web busses. MST--Spli~ng may be a problem with instaJiatioes on lumber smager than 3~'; either fill every oai[ bole with lOdxl'~' nails or fill every-other hole with 16d common nails. Reduce the agowable load based upon the size and quan[~t7 of fasteners used. MSTC--High Capacity strop which utiIizes a staggered nail pattern to help minimize wood spgtting Nail slots have been countersunk to provide a lower nail head profile. FINISH: PS-HOG; HST3 and HSTa-Simpson St~ong-~ gray paint; all etharstalva~ized. Some products are available in s~inle~ s~el m ZM~® coaMng; sos Cohesion I nfo~ation, p~e 1 Od 1. INST~TIDN: Use all spes~ fa~nem. ~e General Not~. OPTIONS; Special sizes ~n ba made to order. Con,of Simpson CO,ES: S~e page 12 for C~e Referen~ Key MSTC and RPS me~ code requirements for reinforcing cut mcmbe~ (16 gauge) at top pla~ and RPS Intem~on~ ResidenU~ C9~e~ 2~0~006 RB~.6.1 Intemz~onal Building Cod~~ 200G~OO6 2308.9.8 (~r RPS, ~rto p~ge 172.) 148 MSTI MST Typical ~$TI lnsfalialies (MIT hanger shown) LSTI similar MSTC28 ST LSTI LSTA and MSTA (Pilot hates not shown) ' I' i'--' ':' ':' ,:, e '> i ~ HST3 and HSTa HST3 HST6 HST L ST2115 ST9, ST12, ST18, ST22 HRS41§Z CODES: See page 12 for Code Reference Key Chart. ~ 1~ 9 8-10d 740 635 LSTA12 1~ 12 10-10d 925 795 LSTA15 1~ 15 12-10~ 1110 950 14, L19, F2 L~TA18 1~ lB 14-1~ 12~ 1110 I I I I I 1. Loads include a 60% load duration in,tease on the fasteners 1or wind or ea~'~q uake loading. Typical LSTA Installation (H~oer not shown) Bend strap one Ume only PS2181 2 181 4 1~4 PS418 7ga 4 18! 4 i ~A 188 T¥¢cal PS72B Installation 149 150 Floor-to-Floor Clear Span Table 10 25-I0d 2020 2020 16 26-10d 2020 2020 MSTC40 18 ~46d sin~rs 5860 5495 M~37 Nails are not required in Be rim boani ar~a. When nailing the strap over OSB/plywoed, a 2~/~' long nail minimum. Typical Detail with Simp Installed Over Sheathing CODES: See page 12 for Code Reference Key Char~ Ma37 f2 2~ 37~ 42'1~ 6 ~ ~80 3025 ~89 M~T~ 2~ 46 5~1~ 8 ~ 5310 3675 5190 .......... L19, F2 HS~ 7 5 21~ -- 12 ~ -- 10650 -- 9870 STHD Shown Floor-to-Floor 1ie Installation showing a Clear Span A high vaiue seismic tie for hodzontai ties across Intervening members. RNISH: SA36~Gaivanized; HSA--Simpson Strong-Tie® gray paint INVASION: - Use all specked fastenem. See General Not~. * ~y not be sul~ble for floor diaphragms which protrude ~ove beams, CODES; See page 12 for Code Reference Key Cha~. Typical DSA Installation Twist ofr4~ provido a tension oonne~on between two wo~d membors~ They rasist upi/fl at tho hog[ of a truss economically. Tho 3' bond soctiuo elimiuates intedorenns at tho transition points between wood m~mbofs. MATERIAL: LTS--18 gaugo; MTS--16 gauge; HTS--14 gaugo FIHIStI: Galvanized. Somo products owilabio in stainlens steel and ZMA)¢ coating; soo Corrosion Information, pago 10-1% INSTALLATI§N: · Use all specified fasteners. Soo Genoral Notes. CODES: See page 12 for C~do Reference Key CharL MTS Installation Top Plate Trs 117, mm 1, LTS12 t~ru LTS20, M'rSl 6 through MTS3O, HTS24 4. NI st~ps e~pt the MTS~ and HTS30 For fast, accurate installation of dour and wipduw headers and other src4~s members. HH hoador bangers can speed up the job, strongthen tho frame, and eliminate the hood for trimmers, MATERIAL: 16 gauge FINISH: Galvanized 170 ~ 9-16d 4-1~ 1195 11~5 1195 710 710 1005 114, L21, F13 (MTS and HTS s/m#ar) MTS30 (HTS30 simile) 15' MTS30C (HTS30C similar) Typtc~l MTS3O Installation MTS30 testa/fat/an with t-joia( Rafter NH Luad Directions 159 The larger LTP5 apses aebflaor at the top of thc bloskJng or rim joist. The embosamrats enhance pedorrnance end thc minimax nailing option allows lot design flexibility. The LTP4 Latara[ Tie PLSte transtar~ shear forces for top plate-to-rim joist or blocking connections. NAil holes ere spaced to prevent wood spl~iog for Single and double top p~ate spplicatiora. May be thstalled over plywood sheathing. Thc A35 anchor's exclusive bending slot allows instant, accurate field bends for alt two- and thre~-way ties. BaLanced. Completely reverethie design permits the A35 to secure a ore, at variety of COnra~ooe. MATERIAL: LTPd/LTPS-20 gauge; all o~hers-18 gauge FINISH: Oalvantaod. Some products available in sl~ialese steel or ZMA~ coating; see Corrosion Inferms~ofl, page 10~11. INSTALLAT]ON:· Use all specified tsntenere. See Gene~ Notes. ·/L34-Use 8-edxl~.~ rails. · A35-Uae 12.8dx1~,~ rails. · A35-Ura 9-edx1~,~ nails for connection types At, E, C~. - A35---Be~ one time only. · LTP4-Use 12-1~x1'~ · LTPS-Use 12-8dx1½ rails; G Max use 14-8dxl ~ naJIs. CODES: See page 12 tar Code Reference Key Chart. A34 L1.T4 ~ ................ L~4 ~ H 515 845 670 445 555 575 L21, F13 1, AIIov~abie loads are for one a~hor. ~Arnen anchor~ are installed on each side of the joist, the minimum joist thickness ~ 3'. 2~ Roof Ic~ds am 125% of floor loads §nless limit ad LTP5 Joists to Plate Studs to Ptale with A Leg Inside with B LeO Outside Joists to Beams Ceiling Joints to Beam [] A34 A35 F~ LTP4 attaching Top Plates to Rim Joist REScheck Software Version 4.2.2 Compliance Certificate Project Title: Job # 30664 Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Constmc[ion Type: Detached 1 or 2 Family Heating Type: Non-Electric Gl&zing Area percant~ge: 28% Heating Degree Days: 5750 Construction Site: Owner/Agent: CustomenTomazxweski Bulide~ Tum Key Southold, NY 11971 Permit # Permit Date: , NY__ Designer/Contractor: Darr~ Mincemoyer. Plant Engineering Manager premier Builders, A Div of Muncy 1567 Rt 442 E Muncy, PA 17756 570~,46-8915 dmincemoyer@premier-builders.com Corr~plianc~: 2.1% Better Than Code Me.mum UA: 335 Your UA: 320 Ceiling 1: Fiat Ceiling or Scissor Truss Ceiling 2: Rat Ceiling or Scissor Truss Ceiling 3: Fiat Ceiling or Scissor Truss Ceiling 4: Flat Ceiling or Scissor Truss Ceiling 5: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16' Wall 2: Wood Frame, 16" o.c. W~ndow: 30 × 37 SS; Vinyl Frame, Double Pane with Low~E WindDw: 34 x 65 SS: Vinyl Frame, Double Pane with Low-E Door: 64 x 80 2 Sidelites: Solid Deo~: 32 x 80 9 Ute: Solid D~o~ 32 x 88 BIonic Solid Doon 72 x 80 Vinyl SGD: Glass Wall 3: Wood Frame, 16" o.c. Door~ 30 x 80 Blank: Solid Floor 1: Alt-Wood JoistJTmss, Over Unconditioned Space Floor 2: AIPWood Joist/Truss, Over Unconditioned Space 184 32.0 0.0 6 224 5t .0 0.0 6 76 38.0 0.0 2 632 32.0 0.0 21 184 51.0 0.0 5 Z24 21_0 5.4 11 1210 21.0 5.4 31 23 0.330 8 414 0.330 137 38 0.230 9 19 0.320 6 19 0.160 3 40 0.300 12 296 19.0 Q.0 17 18 0.160 3 335 30.0 0.0 13 1162 30.0 0.0 38 The proposed bu}lding represeated in this document is consistent with the building plans, specificatJous, and other calculations submftted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Censtrt~ction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of hislher know[edge belief and professional .dgment. such plans or specifications are in oc. mptiance Darryl Minc meyer Darryl Mincemoyer, Engineering Manager e . NAme - Title Signature Date Project Notes: 1- Cacuiations reflect only that portion of the unit assembled in the factory. Should further living space be added or finished that is not covered in the factory REScheck (i,e. conditioned basement, cape habitable area, bonus rooms, otc), a r~ew REScheck shell be completed by others, and wotdd be required to show total building compEance. Project ~tle: Job # 30664 Report date: 07/20109 Data fitename: O?,REScheck 30000-30999~30664.rck Page 1 of 5 2- Builders or conbactors may supply and install the requ~-ed floor and/or foundation wall [nsulabon. 3- For baserr~nts and Cape roofs remaining unconditioned spaces, the builder shall enclose basement and atbc stairs. The walls surrounding the basement and atbc stairs shall be insulated and protected with a vapor b~rrier. The builder is responsible for supplying all mete4als. 4- Houses that have factory installed ductv~rk in the web floor jo~st, the builder shall be responsible to install the same insulation under the duct as is required in the flo~r te meet the REScheck requirements, Proiect Title: Job # 30664 Report date: 07/20/09 Data fllename; O:\REScheck 30000-30999\306¢~4,rck Page 2 of 5 REScheck Software Version 4,2.2 Inspection Checklist Ceilings: [] Ceiling 1: Fta~ Ceiling or Scissor Truss, R-32.0 cav~l:y insulation Comments: decked area - 12J12 ~1 Ceiling 2: Flat Ceiling or Scissor Truss, R-51.0 cavibJ insulation Comments: area behind knee wall - 12J12 [] Ceiling 3: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: sgl mod truss area - 9/12 [] Ceiling 4: Rat Ceiling or Scissor Truss, R-32.0 cavity insulation Comments: decked area - 9/12 [] Ceiling 5: Fiat Ceiling or Scissor Truss, R-51.0 cavibJ insulation Commen~s: area behind knee wall - 9/12 Above-Grade Walls: [] Wail 1: Wood Frame, 16" o.c., R-21.0 cavibJ + R-5.4 continuous insula§on Windows: Project Title: Job # 30664 Repeal date: 07/20/09 Data filename: O:\REScheck 30000 30999\30664.rck Page 3 of 5 [] Floor 2: Ali-Wood JoialfTruss, Over Unconditioned Space, R-30.0 cavEy insulation Air Leakage: [] Joints, p~netrations, and all other such openings in the building envelope that am sources of sir leakage are seated. [] Recessed lights are 1 ) Type lC rated, or 2) installed inside an eppropdate air-tight assembly with a 0.5' clearance from combustibta materials. If non-lC rated, fixtures are instaltad with a 3' clearance from insuta~on. Vapor Retarder: [] Inst~llod on the warmAr>wintar side of all non-vented framed ceilings, walls, and floors. Materials Identification and Installation: [] Matadsis and equipment are installed in accordance wi~ the manufacturer's installation inst~Jctions. [] Materials and equipment are identified so that compliance can be determined. Mana[acturer manuals for all instal[ed heating and cooling equipment and service water heating edu[pment have been provided. [] insulation R-values and glazing U-factors am cteady marked on the building plans or epesifioa§ons. [] thsalati~n Is installed according to manufacturer's instructions, in substantial contact with the suEec~ being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Ducts in unconditioned spaces or outside the building are insulated to at least [] Ducts in floor tn~sses above unconditioned spaces or above the outdoom are insulated to at ~.est Duct Construction: AJ] joints, seams, end connections are securely fastened with welds, gaskets, mesitcs (adhesives), mest~c-pius-embedded-tabdc, or tapes. Tapes and mastics e~re rated UL 181A or UL 181B. Exceptions; Continuously welded and locking-type ~ongitudinal joints and seams on ducts opera,rig at less than 2 in. w.g. (.50g Pa). [] The HVAC system provides a means for baiancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat c~pable of a~omaticaJly edjualJng the space temperature set point of the [argset Zone. Electric Systems: [] Sepamta electdc meters exist for each dwoi[ing unit. Fireplaces: I~ Fireplaces are installed with tight fitting nomcombustibta tireqlace docrs. [] Fireplaces have a source of combustion air. as required by the Fireplace construction provisions of the Building Code (~fNew York State, the Residential Code of New 'fork State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe deers have a heat trap on both the inlet and outlet unfess the water heater has sn integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insalated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled tiuids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: [] All heated swimming pools have an onloff heater switch and a cover unless over Z0% of the heating energy is fi.om non-depietable sources, pool pumps have a t~me dock. Project Title: Job # 30664 Report date: 07/20/09 Dsta ftiename: O:\REScheck 30000 30999\30664.rck Page 4 of 5 7-able '1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non. Circulating RunormLs Circulating Mains and Runouts Heated Water Up to 1 · Up to 1.25' 1.5" to 2_0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 Q,$ 0.5 0,5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) Insulation Thickness in inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 20t-250 1.0 1.5 1.5 2.0 Low Temperature t 20-200 0.5 1,0 1.0 1.5 Steam Condensate (fDr feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chil{ed Water, Refrigerant and 40~55 0.5 (~.5 0.75 1.0 Brin~ Below 40' 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depadment Use On~y) Proje. ct T~tle: Job # 306C~4 Report date: 07/20/09 Data filen~me: O:\REScheck 30000-30§§9\30664.rck Page 5 of 5 NOTES DESCRIPTION for ~rn ' LU Fy l~ LUU~ MASTER SERIES 15~DTE: 6'-10 Wind Speed 120 3 SG NOOK 11'-0 t0'-6 STUDy ,~u~ as. but not I mite4 to; foundation, exterior s~p~1 or other 07/21/09 I] II 6'-18 L/2" ~4-~2 ~ ~lL~ (B I 6'-101 ~'-6" 6'-9" 27,~6,, SEE HIGPPWIND PLAN FO~ HIGH-WIND COLUMNS. STUDS., STRAPPING AND FASTENING PER WALLEN ENGINEERING CALCS. ALSO. SEE CALC SUt4~ARY PGS 1 THRU 14. John A. ~ Wallen, P.E..~,.~.~ NOTE: 6'-10 1/2" ~7® 10'-7 1/2" 9'-1 :L/2" BaTH ?'-3" B~ 1 3O 3O 2T 6" SEE MZGH-WLND PLAN FOR HIGH-WIND COLUMNS, STUDS, STRAPPING AND FASTENING PER WALLEN ENGINEERING CaLF, S_ ALSO, SEE CALC SU~RRY PGS 1 THRU 14. Wind Speed 120 3 SG 07/21/09 ~ ~LL H ~ ~ W~LL g >>> SPECIRL NOTE <<< SIMPSON STI-~4~J & MSTC66 ~UST BE SECL~ED BEFO~ qZ' ~ODULE IS SE-[ IN ~LRCE BOX R BOX B d ~ ~ ~ WSLL E BOX E ~2 TOTR~ WRLL D WRLL D BOX F WRLL R IEngineers Co.cat,on/sea! appies only to factory 07/21109 FOC~OnTTON CNF. HC~: [] - SI/4PSON 1-STHOHRJ W/~8-16d SINKERS [] - SIMPSON 2-ST~,~RJ W/~8-16d SINKERS -TURN KEY / TO~R~EW5~ ist ~ORY HIGH W~ ~5ISN >>> SPECIRL NOTE <<< -/~/ BOX C ~ ~ WRLL C BOX D WPLL 2 WALL B j. j,_ ¢ ~,~ ISIEP DESIGN FOR LONG.rTUD~'4,qL SP~A~ ~4RLL FRSTENZNG 07/21/09 Prem~erBu~wers 1 ST~F ELECT PLRN 550~ Fngmeer$ ceFd ficalionfse~[ applies only to factory' 550a H-1 ¥ WC 13'-9" 13'-9" 41J-6" 1. THZS FOUNDRTION D~R~NG RND NOTES FiRE REVIEW ONLY. R£TU~L FOUNDATION DESIGN TO BE P~PROVED BT R PROFESSIONRL Z THIS ~WI~ TO ~ ~g F~ D~NSIO~ ONLY. 3. SEE FLO0~ PL~ FOR DIhENSIONS OF UN~S ~ ST~ LOCRTION. 4. ~EE M~T~ SE~S D~., S~. NO. ~ & 3c, FOR NOTES ~ 5. ~. COLUMN SPRCIN~ IEngmeers certihcation]seal appi es only to factory manufactured portions of tbs buiidin§ Cert~icabon/seat does not app]y to site installed elements or portions built on site such as, but not timited to; foundation, exterior s!eps, or od~e site work Site work must be designed by others for site li]l I Illl,I Iii] II II/ll lltll] FRONT ELEVFITION_ IEnDIneers cer:Jflcation!s-e~! appbes only to factory manufactured podions ol this building. Cedlfica~on!$eal does not apply to site installed elements or portions built on site such as buL not ~imited to; founda~, e~[enor st~ps, or olhe[ site ~vo~ Site wor~ must be design~ by others for condkiens, under lecal udsdic ion manufactured persons of this buildi¢,g. Ce~fica,]on/seaJ does such as, bui not limrted to: fou!~datK~m exterior steps, er other conditions up, er Ioca! iudsdic{ion ]ETRIL "R" DETRIL "B" DETRtL "0" _ DETAIL "C" IT?, CROSS~ _ DET~ DETR~I "C" ~TR~L "D" TWO STORY t~OO~LS CADS5 SECTION IF][ELD WORK 1 FIELD WORq 9/12 OR 12/12 TRUSS CROSS SECTION D~TBiL "F" FIFLO WOrK '~~ 5]~Ct.L ~QULC .T~Jd~5 ~qIL "bi" FIEI D WORK_ DETAIL "U" FIELD_WORK RLT. ~TF!~L "H"~ ~ LW f-,, ~ LUU~ N~OTE_5 M~qSTER SERIES ~z'~,2 -_12/17 ROOF ~RSTER SERIES Dry Pb' SMP 212 !39120 D882010 HINGED ATTIC 1 I PA8557 H7 single Rigid Collar ~e (One face) / T~ Joints 5 & 9 - S~ Bu~efin 0~02 f~ , LOADING ~ LO~NG 39120 P636403 HINGED COMMON ~y ~iy SMP 212 U~iversaJ Forest Pmduc~s inc., Grand Ralaids, Mi 49525, M~e Part en 1 PA8557 ~ itzl~9 ] 12-8~ ~3-1~17 ~ ~1 ~ ~ ~1'12 / ~ ~4~'5~" N~ SPACING: 2~ ~ ~ ~ -- LO~ING ~0 LO~ ~S0 ~ WARNING ' Ve~d~¢gn oe~mete~ 39123 COO00109 HINGED ATTIC Univemai Forest Produci~ thC., Grand Rapids, MI 40525, Travls Wells 13-10-12 13-10-12 7 aty p~y SMP 2.12 I 1 HM440-4-29 PA8566 2127692 6,500 e Dec 14 2006 MITek lndusbles, lac. Toe Mar 13 13;22:21 20D7 Page 112 27-9-8 13-10-12 12.00 1~- BEH18E 4 Tt ~ 5x8 ~ 6 W3 f3 20 16~0q) 0-34) H 1-1/2" x 2-1/2' Dodos 01 21-10-12 Double Rigid Coflar Tis (One each face) Joints 5 & 9 - See Bulletin 05-02 for collar tie conneclJon details. BEHISE 10 T2 BEHISD 13 15 14 3xg 3/4"x3-5/8" Dodos 26-4.-12 27-~;12 8-0-0 8-0-0 4-6-0 1-3-0 0-1-12 OPTIONAL CANTILEVER BOTH 0-10,.-12 PROVIDE FOR: 1224~ GRAV 620# UPLIFT 793# HORIZ Plata Offsets (X,Y): 13:0q~11,0-0-0], [4;0-0-11,5.1.2], [10:0~.11,5.t.21, [11:D-0.11,0-0.0], [14;O-8-a,OH.8[, [18;0.6.8,0.1.8] SPACING: 241-0 LOADING (psi} TCLL 26.7 Ground Snow~45. O) TCDL 7.0 FtCLL 0.0 BCDL 1o.0 LUMBER SPACING: 1-4-0 LOADING (psi) TOLL 40.0 (Ground Snow=87.5) TCDL 10.5 FtCLL O,O BCDL 15.0 SPACING 2-0..O Plates Increase 1.15 Lumber thcresse 1.15 Rep Stress Inor YES Code IBC200821'PI2002 Cai TC 0.67 BC 0.73 WB 0.62 (Matrix} BRACING TOPCHORD 2XCSPFNo.2*Except* T32X4SPFNo.2, T32X4SPFNa.2 BOT CHORD 2 X 10 SPF Ne.2 WEBS 2 X 4 SPF Stud *Except' W3 2 X B SPF No.2, W3 2 X 6 SPF No.2 REACTIONS (lb/size) 1~1111/0-3-8, 13=1111/g-3-8, 16=687/0-3-0 Max Horz 1=-793(LC 7) Max Uptltil=-521(LC 10), 13~.623(LC g), 16=-08(LC 9) Max Grov 1=1255(LC 18), 13=1280(LC t7), 18=762(LC 13) FORCES (lb) - Maximum Compression/Maximum Tansies TOP CHORD BOT CHORD WEBS DEFL in {loc) I/deft L/d Vert(LL) 0.33 18-17 >802 240 Veft(TL) -0.38 15-16 >433 180 Horz{TL) 0.01 13 Wa Wa pLATES GRIP MT20 197/144 MIl18 t41/138 Weight 198 lb Structural wood sheathing direcgy applied or 5,7-10 Sc putties. Except: 6-04) sc bmcthg: 7-9 Rigid calling directly applied or 7-0-1 SC bracing. 1 Row at mldpt 5-9 eOT CHORD %18=-38Z/731, 17-18=-376/729, 18-17=-3744729, 15,18=-374/729, 14-15~374/728, 13-14~-372J731 WEFTS 10-15=-280/447, 2-10=-230/542, 12-14~-237J543, 4-17=-203/450, 5-9=811/905 REQUIRED FIELD JOINT CONNECTIONS . Ma.xlmum Compression (thy Maximum Tension (lb)/Maximum Shear (lb)/Maximum Moment 5=511/905/141/7850, 6=338/t76/188/0, 7=157/lti4/106/0, 8=348/180/104t0, g--611/905/141/7567, 15=2 fi9/447/0/0, 18=374/728/429/0, 17=283/450/0/0 NOTES I ) Wind: ASCE 7-05; 120mph ~4in s.c.; h=30ft; TCDL=2.8psf; BCDL=4.0pof; Category ti: Exp C; enclosed; MWFRB gable end and C..C Extafior(2) zone; canglever lo5 and fight exposed; Lumber DOL:I,00 plate grip DOL=1.33. This buss Is designed for C-C for members and tomes, and for MWFRS for reactions specified. 2) Wind: ASCE 7-05; 147mph ~15In s.c.; h~30ff;, TCDL=4,2psf; BCDLaB.0psf; Category II; Exp C; enclosed; MWFRS gable end and C-C Exterior(2) zone; cantilever O reft and right exposed; Lumber DOL=I.60 plata grip BOL=1.33. This Iruss is designed for C-C for members end tomes, and for MWFRS for reactions spedfied, 3 ) T~LL~ AS~E 7-05; Pg=45~ psf (grou~d sn~w); Ps=2§~7 psf (r~ an~w~; Catag~ry fi; Exp c; Part~a~ly Exp~; ~t=1~1,~ 4) Roof design snow load has been reduced to account for slope. 5) Unbalanced snow loads have been considered for this design. /' ~, ! 6) Th s ~roas has been designed as per IBC Sect. 1805.3,t,1 Load reduction for multiple Jive loads. /,/ ; 7) This truss has been designed fora 10.0 psi bottom ohord live Icad nonco~carront with any other ye leads. 8) Ail ptales am MT20 plates unless ofherwlse Indicated. 9) See BEH18 DETAILS for plale piecemeal ~ ~. 10) Provisions must be made to prevent lateral movement of h aged member(s) during transportation t ',, 11) AJI addgJonal member conna¢ons shall be provided by oinars for forces as indicated ' 12 ) * This buss has been designed for a live load of 20,0psi on the bottom chord In all ar;as where a rectsngle 3-8-0 tall by 2-0..0 w de w fi bottom chord and any other members. ,~,,~=~,~,~, ~ 13) Ceiling dead load (5.0 psi) on member(s). ~5, ti-10, 5-9 14) ft ogom chord live load (30,0 ps0 and additional bottom chord dead load (0.0 poi) appilad only to mon~ 16-17, t5-16 -" 15) Provide mechanical connection (by others) of truss ta beedng p~ate capable of withstanding 621 lb uplift at Jcinl 1,623 lb uplift at Joint 13 and 98 lb uplift at Joint 16. 16) This truss is designed In accordance with Ihs 2008 International Building Code section 2306.1 and referenced standard ANSOTpi 1. 17) This truss has been designed in accordenos with the 2006 IBC Sec 2303.4.2, 2006 IRC Sec 802,10.2 18} This truss has been desl0nod to meet Ihs 2003 IBC Section 2308.10.7.1; 2003 IRC R802.10.2 10) This truss has been designed to meet 2002 FtCNYS sec 2303.4 (Building Code OF New York State). 20) This buss has been designed to meet 2002 RCNYS R802.10.2 (Residential Code of New York State). 21 ) This truss has been designed 1o meet 2004 Ohio Residential Cads, Secgon 802.10.2. 22) Take precaution to keep the chords in plane, any bending or Iwisgng of the hinge plats must be repaired before the building is put into servlos. 23) Fiold Iostalled msmbera ars an Integral part of this design, To ensure proper pedormance, alt field Inslatled members must be installed prior to applying any loading to the truss. 24) Based on CC000104. Revision; Updated cods. ,~ WARNING - Verify design parameters and READ NOTES u, lveraal Forest Products, thc 2801 EAST BELTLINE RD, NE PHONE (616)-384-61fti FAX (616)-365-0050 GRAND RAPIDS, MI 49505 This building component has only been designed for the loads noted on this drawing. Construction and liQing tomes have not been considered. The builder is responsible for il[gag methods sod system design. Bu~derrasp~os~b[~gesarede~nedunder~ectlea2~3~fTPH-2~2~Th~sdes~gnisbes~d~n~yuponparamaterssh~Wn~and~sf~r an Individual building component ~o be Installed and loaded vertically, Apptlcabtllty OF design parameters and proper Ihcarporaflon of component is respoes[btllty of building designer - not tress designer, Bracing si~own is for Iataral suppod of IhdJWdual web members only. Additional temporary bracing lo insure stability during conslrucgon is the res ponslbility of the erector. Additional permanent breciag of the overall structure Is the responsibility of the building designer. For genera] guidance regarding fabdcadon,quaJgy control alorege, detlvew, erection and bracing, coasult BCSI 1-03 from the Wood TnJss Council of America and Truss Plate Institute Rscommendagon avaliab{e from WTCA, 6300 Enterprise LN, Madiosn, WI 53710 J;~suppod\MftakSupp~tamp{ales\ufp.tpe (~co@¥d.~ht 2007 by: Universal Forest Products, Inc. Pg. 61 Job Truss Truss Type 39126 F029814. MONO TRUSS Universal Forest Products Inc., Grand Rapids, MI 49525, Designed By: Mik~ patten Qty ~j 212 I ~ SMP 6.200 s Dec 15 2004 M[q'ek Industries, Inc. Tua Mar 27 08:36:18 2007 0 to 24" I I Cantilever / Overhang_~L 7/16' OSB/Plyw?~. Gusset (one face) ~ ~F.astened with 7/16 x 1" 1608 stanles, I I ~, 2', o./c thto .t~e chords and li~0~ c~{,erage ~ / or structural adhesive on chords, Le blockshal, Tdm joist length on right end only, ~1 i 2039# ~ ~5-12 to 1-4-0~ Reaction L5~12] 2-8-0 Gusset J UFP Roof Truss 50¢ Conc. DL load ocated at any Ipoint along hot[om chord. Cone. load distiibutedbetween two trusses. 10-0-0 Open Joist (min.) 9-3/8" Open Joists 2000 (3x2 SPF No,2 in upright position) 1369# Reaction 14-0-0 Open Joi~t (max.) DESIGN Span 14 Ft Spacing 19.2 In_ Code IBC 2003/IBC 2006 Roof Loads (~ 19.2" cJc (effective trib. width) TCLL 60 PSF TCDL 7 PSF BCD[, !0 pSF Total 77 PSF Wall Loads of 64 PLF Finor Loads ~ 19.2" c/c TCLL 40 PSF TCDL 10 PSF NOTES: 1) For open joist spac~ications see NER 502, 2) For load conditions other than specified here within, see NER 502. 3) The structural adequacy of this bugding component was evaluated using the following method: 1 -The open joist was tested in accordance with IBC 2003 Sec. 1714 Preconstrucfion Load Tests. 4) Gusset shall be fastened with structura~ adhesive that meets the requirements at CA25-4 (State of California Department of Housing and Community Development) 5) Where specified, metal staples shal] be 1 gauge, D-0.063, 7/16 O.D. crown v,~ h I m n mum penetration into main member. Ref. NER 272 for staple detai[~. ALTERNATE CANTILEVER DET/ML No gusset required assuming cantilever and beadng conditions below apply. End Binck-~--~ ~ 0 J~12 Can~lever not Max. Cant to exceed block WARNING - Verify design parameters and READ NOTES u,iv,rsal Forest Products. Inc. 2801 EAST BELTLINE RD, NE Thi~ buildin- cam-anent has on ......... PHONE (616)-364~161 FAX (616~-3{S5-O060 GRAND RAPIDS, Mi 495~ for lilting methods and system design. Bdilder responsibi[ifies are defined under SacUon 2.3 of TP 1-2002. This design is based only upon parameters shown, and is for an Individual budding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component ~s respor~Jbility of building designer - not ~us s designer. Bracing shown i~ for laleral support ct'lnd[¥fdual web members (~nJy Add 8anal temporary bradng to insure stab~ity during cons~rucfion is the reoponstb~ity of the erector. Additional permanent bracing of the overall sfructura Is ~e respon$ b lib] of the buiMing designer. For general guidance regarding fabdcafJon,qua]ity canards, storage, del{very, emcfion and bracing consult BCSI 1-03 from Wood Truss Counc~ of Amedca and Truss Plate Institute Recommendation available fromWeodTrussCouncilofAmedca630OEn(erpdseLN, Madison, Wi53719 J;~support',MitekSupp~templates~ufp. tpe (~opydght 2007 by: Unlver$al Forest Products. thc. F~RST FLOO__R PLAN~ ~-COND FLOOR PL,q~N ~ W/]yp O_H~5~r F~ P~TES CONT. F~ PLaN NOTF~_ WRLL COVERING SCHEDULE EXTERIOR DOORS [DENT. NO } U YRS. LIGHT VCNT TYPE NEW YORK ENERGY NOTES ELECTRICAL NOTE5 SEtS~IC [~5IGN NOTES HEAT NOTES 5bISMiC DESIGN FIELD NOTES EL~ECTRICRL SYMBOLS GENERAL FIELD NOTES PLUMING FIELD NOTES ELECiRIC~L FIELD NOTE5 .... 03\3b r~05 ,MASTER SERIES ALL MODELS SCHEDULES & F~OTES --.--2 RLL MODEL5 5T~I~TLF~RL SCP~ZDULES & NOTES SUGGESTED 5TRtRS, STRAIGNT SUGGESTED STAIRS, U-SHAPE FIELD SUGGESTED STAIRS, L-SHAPE SUGGESTED STRIRS, W~NDE~S TYP. FOUNDATION PLAN CRAWL SPACE DETAILS __1, F_!ELD NOTES MASTER SERIES "B" BOX "~" BOX :! I T~PICaJ~AL ~ AYnUI 22 iil ...................... ~-~_A_~_ ~_~'~ J ~' !YPI~CTRI8 H~T L, RYOUT ', !J II11 I. ~,-~ ~' ',~ ~',. lhL3Ut I ,,, fl' BOX ~,~ I'rPI%~H~P,C~c iL~AT "C" BOX "C" BOX "D" BOX Al;ag wl~rs BOX "D" eox PLRN 5 L Ol~O S~8~E_F r C Ol~' LG U_,e8 ~N S_ MASTE,~ 5~ ~R_~F_o ~ISCELL~WEO~$ OE. TRZLS C hAS FER SERIES r,/ [. ~DGE bETATL - FiEI n 5IDF~,qLL OFTRI1 - F~LO' ~_IP AN~TR~L - FTEi b 'L Fl TP DETRIL - F!FLD_ "I1~ ,, FIELD D~TRIL 314" F0[ DING_ OVER!HANG(S) (OPT) OEIE RND TWO STORT~FI~TI O_ DJ~TAI[ ~ [iE~NC R F Th~Ej~ UOTE~ ~U~_RR Wfl_SLL~No ~M~NO TO_ ~RY U_NTT5 - F~ELJ)_ CO~NKR HoEoro~N DFT,qII~ 'FIE_LO 5~ER__R Ufll,L. TTF~N OF~J3qlL B%~-'~RE~'ND~T O~ k L~-L~-TZ~ ~ I ~N- ~ ~ ~ i ELD EXTF~ZO~2 $IDF~L ~O 2~.S TO~7' ~U~o ~-ODUL~ECTION pi~L 2~ STOR~Y UNTT~ RAISED ~RNCH FOUNDATION CnNTJLLEWE~ ~ MRSTER SER~ES TWO STORy ~OOELS ~ARAGE NARROW WP_LL ~RACING OVFR CONCRETE OR ~ASONRT 8LOCK FOUNO~T~oN DETAIL P~L~_N V.TFW DORMER OPENING - FACTORY_ D~J~SIL ",q~" - FIELD R T~- ETB~L "~" - F2ELQ OETAII_]~" - FACTOP~_L BRACE_ET DETAIL F~E'~L~NSTR__~L LED OOR~ETF]!L NOTES MASTER SERIES ONE P/qD T~O 5TORY ,MODELS k%UNC¥ HOtelS, iNC. DZT~U ~ FIELD WOR~] ~DN~ 0FF,~F~ ROFF S!TF FP~TENING OFTRii $~__ S/l?~R 7/!2 ITPTC~ OR RFAR C~qF~ E PVT'~ET~Ti QETATI ~_ t LW ~ ~ ZUUY ED-LOrNC OYERH .NJ~FTE1 O WORK NOT~ ~l 5~'"~I'N_Gf.~H E~O0ff_FIELO WOR~K OETF~IL ~ [~ETAI~ OPTIONAL_ROOF 7/12 S/12 S_EC_~N TM~U__O~F_~ R~- F!ULE WO~ ~~OGE VEN~ TYPICAL FL~$T FLOOR O~PTIONA~ SERIES · I.$'- 9'" ' "7- lZz E4 Co~ IZC c?,, L- ,7dO', F~LLI~ ,lC: ,'~ ~ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. occUPANCY OR USEISUNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FOLLOW{NC iNSpECTiONS: 1. FOUNDATION ' TWO REQUIRED FOR pOURED 2. ROUGH ' FRAMING & pLUMBING 3. {NSU~TION 4. FINAL - coNSTRUCTiON MUST BE ComPLETE FOR C.C. XLL cONSTRucTION SHALL ~EET THE R~QUIREMEN~S OF THE CODES OF NEW yORK sTATE. NOT REsPONS[BLD FOR ,D~JGN OR cONSTRgCTJON ~RRORS. :UNDERWRgERS~RTIFiCAT~ REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. D ~- ~;~ 2ERAMING UNTIL SURVEY O~ F~NDATION LOCATION I iL' I CONC, FILLED SONATUBE Foundations Shall comply with New York Store Residential Bulldinl~ Code Section R403. · '~ GENERAL NOTES: · Tim controotm: shill give pJI notices and con)ply with 911 laws, ordinances, rules, reBulation~ and ~awful ordcrt o£any p~lic authority beach8 on the pe~ommnce of'the work and shall prompdy notify the prat by any ne~ent act or omission of the co,'Rnmtel~ any subcontractor, 5nyone ~re~tly or indirectly bea~s, capacity of 2 o~0s~ res~ to ve~ ag dimansion%m~r m eomt motion. NQT~: SEE FACTORY DRAWINGS FOR W~INDSTORM CONNECTIONS, DET~H.S AND REQUTREMENTS. MODULAR HOUSE DETAILS ~TEpHEN ROSSETTI - ARCHITECT 28 TURTLE COV~ DRIVE SOUTHAMPTON~ N.Y.