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HomeMy WebLinkAbout31392-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32573 THIS CERTIFIES that the building NEW DWELLING Date: 09/04/07 Location of Property: 470 JOHNS RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 122 Block 3 Lot 25.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 18, 2005 pursuant to which Building Permit No_ 31392-Z dated AUGUST 25, 2005 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, SECOND STORY BALCONY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to THOMAS & LORNA LUNIEWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF NEALTH APPROVAL R10-00-0254 04/02/07 ELECTRICAL CERTIFICATE NO. 105565C 01/26/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 10/10/06 GEORGE SCHOENWAELDER JR Authorized Signature Form No. 6 TONN'N OF SOUTHOLD BUILDING DEPARTNIEN'T 413' 765-1802 kPPI•ICA'UJON FOR (TRTIFICA"FE OF OC( UPANCY pphcatlon muse be t711ec1 in h} Iypewrner or Ink and suhmiued to the Bui.ding, Ueparnnent M ]ill the tollmcine \. f?mucsc huildiug or new use: "V l ent! ,uuc% ,:I propcII) mih accurate IocIU,on of all huildHWg pronenv Bees, st,Cetc and unusual mIuniI a IvIn He°Q r [)epi. of Maier;und, and netterage-di;p„sel1S-W Ihrmi pl,n tl , �!,'�tt cal n:>r I aline Bonn Board of fire I!ndelMl-Hers. /t/ ,! milew irony plmnhcr cella} ing that the ;older uu•d in s�stent co stain; Iesz than _ 10 of 1 cad indurate d hm}.lit�g. rrmNrple residences and ;itnil:n huildui_. and inaallali�,n,. a carhticauc 't�lst mcg from archilcrt or engineer respon,ihle liar the huddinir R. fur existutg buildimTs (Prior to April 9. 19571 non -conforming uses, or Imikliugs and "pre-existing., land uses: \,', (11re >'un,, ,I prnhcn: ,'h,�o int -,all pro ell ,_ hr c ,_. a s. ,r cels_ hnrldinaand mnr,ua� nahrral �r to a,e. po apM� pl,,pctl} Completed applica)it)n and cun;ettt to inspeci trgncd h} the anpl run Ifn C'erutica)e of r>ecupnnc� is dcnied. the Burldi ru In,pcclnr shell state the reasons rhereibr in "riling n rag applicant, nine a ,I ucurp;utc� - \(,I d"Ame $20j u.:Ad himns iu decellmg `s': on-lh,nopm, i,, d�.rellin�_,' 20 rtes Aece•,sol- hudd(ng S2:, 00_ Addihnns to a�cecs n e' building 125 On. Hu nwne c; Csrr nn er�it� ar, ,�((1,_urp:mc<<,n t're-e�is;ine Burldme- Siert-u(I 'it crtirirU(' I (?c,rulumce- s50.Oi I cny,nran l crtilicaie of OC a nr`, - P('SIdentlal y I�.0(), ( `I S no I hu c U` � C) O� 00 711 - - r�ld e�rPa ser,,<unelluiidin<• eh et: mm - - �f70 JoIII�� 11 tI.e V— 1 ar,hr (I:�ticr<"f pn'peir'_ �.•M /13 IL {j w�._e ws �utl! l t ,ttm•. Ias �iah No Inure, ticctinn �`�— filoA I dcJ %1a1 , I 3N ror Z r - Un � , I tc�ni!) L,• _� J—OJ �ppneant �_�D,Mfl.S �C�iLIIE'��I .,,I - — _ ___ � ::dClgrrtc•rti ��I'pru�:d 1'i:r,wtn Board \pprr.a! Kea°yea I�,r Ten p,�ran f crtlll -ate Fee Sahmiucd� 5 r 0 G G E iu:d (ertitirarr (,,heck „nc) apt lie it Sid*nature 08/27/2007 13:37 FAX 631 765 4643 08/27/2007 11:43 7656641 James F. King, PresitleAt Jin M. Doherty, Viae -President Peg® A Diderom Dave Hesse Bob Gkosio, Jr. MOORE LAW OFFICES -. Building Dept 1A002 BOARD OF TRUSTEES PAGE 01 BOARD OF TOWN TRUE: TOWN OF SOVIVO .D Town Hall 69095 Rout* 26 P.O. Bax 1179 Southold, Now York 11971-0969 Telephone (831) 766-1692 Fax (691) 7654641 OF COMPLIANCE � - „ . 1141 THIS CERTIFIES that the Suffolk County Tax Map # 122-3725.2 Conforms to the application for a Trustees Permit heretofore filed in this office bated 12/20/02 parsaaat to which Trustees Permit #= Dated 04/21/04, Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for wbiela this certificate is being issued .�:, .., __,_t> ani. �• 1 The certlBcate is issued to Thomse Lunieweld owner of the aforesaid property. " pbow Y Authorized Signature 08-27-2007 12:34 SOUTHOLD BUILDING DEPT 16317659502 PAGE2 Electrical Inspection Certificate *1Date Electrical Inspection Service, Inc. Application 1/26/06 375 Dunton Avenue 105565C East Patchogue, New York 11772 (631) 2866642 Issued To: Mr. Tommy Luniewski Street: 470 Johns Road Village: Mattituck Zip: 11952 Town: Southold Section: 122 Block:3 Lot: 25.2 Contractor: Harbor Light Electric Incorporated Lic. # 33126 -ME Was examined and found to be in compliance with the National Electrical Code. J Commercial ❑ NV Defects ❑ Pool [ 1 1st Floor [ Indoor ❑ Basement ❑ Hot Tub X] Residential ❑ Det Garage El Attic ❑ 2nd Floor X Outdoor El Addition ❑ Survey Switches Receptacles Fixtures GF1 Heaters Fans A/C Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / IX] Bldg. Permit: Other Equipment 1- 200 Amp Main Breaker Panel Hugo S. Surdi President Rou�tnspectioo: -.. __— Fira Inspecti0rl: 6112512006 -- - Inspector: John McMahon 111 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. i P A4 I tall, 53111�A�ix7gid P.O. Box 71"9 +1 ' e ) Inb 11971-1)�J59 M ILCU-�1+LiLPat<lMtNI TOWN OF SOL'I'HOLD CfR111 1( -A"MON 0 _ ( 0 — Niildinr Permit Ni,, 3 Y .L IYlcusc pril.i - F(+S 10 11 -t,. +. I I_ ccfrllV Ihat fh'C >01112r !Ca11 to bc!bre nl. lhi� -7 - --Q _ ' rY \otar Public,) _ � ..0iI�_COLint\ 1!'iu II JI. 1)<_ d 111c1 NICOLE CEPARANO Notary Public, State of New York No. 01 CE6114693 msinEp23,2Comisoxis Suffolk& 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. 31392 Z Date AUGUST 25, 2005 Permission is hereby granted to: THOMAS & LORNA LUNIEWSKI 19 EDWIN STREET BAY SHORE.NY 11706 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES WITH FLOOD PERMIT at premises located at 470 JOHNS RD MATTITUCK County Tax Map No. 473889 Section 122 Block 0003 Lot No. 025.002 pursuant to application dated AUGUST 18, 2005 and approved by the Building Inspector to expire on FEBRUARY 25, 2007. Fee $ 837.40 ORIGINAL Rev. 5/8/02 313? 9-Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION P] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! r DATE 11 ! D INSPECTOR ✓'�"� 313g; -z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 1' �1�' D INSPECTOR 3/3 79 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION 1NSPECTION ] FOUNDATION IST [ FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ REMARKS: Mm WPM ff 0,02mlivil III, DATE m ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION Cv-- 4a.9�3o AM &-L, .3;3-o INSPECTOR 3) 3 ? or)— Z,— TOWN OF SOUTHOLD BUILDING DEPT. 76S•1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT REMARKS: /PENETRATION p] "r i DATE �� 7� 7 INSPECTOR 3) 3 ? a -z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS - DATE g ^ INSPECTOR :VT FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ----------------------------------- - - - - y FOUNDATION (2ND) - -- --- -- � z 0 ROUGH FRAMING & y PLUMBING f ' y ``V% INSULATION PER N. Y. �7 STATE ENERGY CODE -- FINAL i =a =a k �-- ADDITIONAL COMMENTS m o' -- Z t C; 42 5� - - 3 J � � a � d Acm )LPARTIVILNT ,L D, NY 11971 A02 o Icd o 2 20 J _Isapprovcd a/c' JUL 2 9 20 I �J Do you have or need the following, IkClol'c applying Board of llcalth _ J acts oflluildiut� I'luiis__ PERMIT NO. �3U '?,--- Contact: Survcv Clicck_ ___„_ Septic Form N.Y.S.D.L.C. Tnlstecs__ I'huuc _ i DiS����yy ck J1V i —LI BuildingInspcctor APPLICATION FOR BUILDING PE101IT Datc____/ _1-/� / ..'u 0 }— it- This application MUST be completely tilled in by typewriter or in ink and submitted to the Iluildinl, lu:gptctor 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 prcmiscs, relationship to adjoining pranisc;: ur Intbli� :•rete; or areas, and waterways. c. The work covered by this application may not be conuucnccd before issuance of Building Permit. d. Upon approval of thus application, the Building Inspector will issue a Building Permit to the applicant. Sucl I it permit shallpe kept on the premises available for inspection throughout the work. K;e. No buildung shall be occupied or used in whole or hn part for any purpose what -so -ever until a Ccrtil icale of occupant Icd by the Building Inspector. APPLICATION IS 1113RL:BY MADE to the Building Department for the issuance of q Building Perrin pursuant to Ilio Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicablc Laws, Ordinances or Regulations, for ilnc construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordina�ces, building code, housing code, and regulations, and Lota6mit authorized inspectors on premises and in building for necessary inspections. (Stgnalurc f applica»t or Warne, if a corporation) -�- (Mailing address of app icaut) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, pluunbcr orbuilder Name of owner of prcmiscs t(An,I (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. Plmnbers License No. 31LIQ,mp Electricians License No. 5QQ G - L Other Trade's Liccnsc No. Location of land oil which proposed work will be House Number Strcct Hamlet County Tax Map No. 1000 Section Block -3 Lot a . Subdivision Filed Map No. Lot (Nmuc) — itate existing use and,occupancy of premises and intended use and occupancy of p oposcd constriction:" a. Existing use and occupancy \ ) G CC/V-\ A � Cm b. Intended use and occupancy U n Nature of work (check which applicable): New Building fe Addition_ Alteration____ Repair Removal Demolition Other Work (Description) Estimated Cost FCC (to be paid on filing this application) If dwelling, number of dwelling units Numbcr of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of cacti type of use. Dimensions of cxistino structures, if any: Front__ Height Number of Stories_ Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Dcpth Rear Dimensions of entire new construction: Front Sol ' Rear S"d Depth Height , a i Number of Stories ;'I Sizc of lot: Front -0 r Rear 70 ' 6d Depth 75 1 (-S � � S 1, Date of Purchase Nae of Former Owner Zone or use district in which premises are situated :. Docs proposed construction violate any zoning law, ordinance or regulation: Will lot be re-gradedWill excess fill be removed from premises: YES NOn c� No. c/4 S 97a No siu- Sy6- &flJ— No. 60/- 1. Names of Owner of Name of Architect i Name of Contractor i. Is this property within 100 feet of a tidal wetland? *YES NO � • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 5. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: .OUNTY OF ) \lam V\ C-7 y, Qk being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above mined, ;)He is the \ 1 \ C PrC' S i ae,-, k— " Ci✓1" (Contractor, Agent, Corporate Officer, ctc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; tat all statements contahicd in this application arc true to the best of his kniowlcdge and belief; and that the work will be crfonmed in the manner set forth in the application filed therewith. wom to before me this q day of 20 otary Public FREDERICK J. NAPOLITANO NoWy Public, State of New York No: 01 NA6089519 in Suffolk County, `b 1 Commission Expires March 24,.Y� 7 0 Ask . Signature of Applicant MT'H T. TE TOWN TOWNCLERK L;, IIEGISTRM OF VITA. STATISTICS MAnRIAGE OFFICER RECORus MANAGEMENT OFFICER FREEDOM oP INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD Tmvn 11;111. 5.11195 A1apt P.O. noa 1179 Southold, MC York 1 Fax IS 1(,) 765.IA� Tcicphnnc 15161 765• THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations j of., the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93)), and ""Certificate of Compliance f6r Develc-pment in Special Flood Hazard Area (C/C(93H . < Ter Southold Town Clerk August 25, 1993 APPLICATION N PAGE I of u TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL. PROVISIONS (APPLICANT to read and sien) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate Of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits maybe required to fulLll local, state and federal regulatory requirements. 7. Applicant hereby giver consent to the Local Adistrator or his/her representative to make reasonable m'm iaspectioas required to verify compliance. 8. 4 THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY KNONVLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNA /SECTION t PROPOSED DI DATE e-12,7-0-5 NAME ADDRESS TELEPHONE APPLICANT BUILDER •;• y •�1y• To avoid delay in proc=ing the appGradon, please provide cuough information to easily identify the project location- Provide the street address, lot number or Icgal description (attach) and, outside urban areas, (be distance to the nearest intersecting road or wclfkoown Landmark A sketch auached to this application sbowing (be project location would be belpful. FDP(93) i i APPLICATION PAGE 20Fa DESCRIPTION OF WORK (Check all appbcable boxes) A�TRUCTURAL DEVELOPMENT ___ ___ ACTIVTTY STRUCTURE TYPE O New Structure ❑ Residential (I-4 Family) ❑ Addidoo ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residenual (RoodprooCmg? ❑ Yes) O Relocation O Combined Use (Residential & Commercial) • DembUtiooP ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factored Home Park? O Yu) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT AC[•IVITIES: 0 Fill 0 Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel ModiGcatiora) O Drainage Improvements (Including Culvert Work) O Roa'), Strcet or Bridge Construction I SuF von (New or Expansion) i / ❑ ndual Wa[cr or Sewer System ❑ Other (Please Specify) After completing SECTION 2• APPLICANT should submit form to Local Administrator for rcvdew. SECTION d FLOODPLAIN DETERMINATION (To be completed by LOCAL ADIif[MSTRATOK) The proposed development is located on FIRM Panel No. D The Proposed Development: ❑ Is CIUT located in a Special Flood Hazard Arra (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arc. FIRM mnc designation is Loo -Year flood elevation a[ lbc sit, is:- FI. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Pancl No. Datcd ❑ Scc Scci ion 4 for additional in (ructions SIGNED DA APPLICATION 4 PAGE ) OF 4 ,SECTION a: ADDfTI AL INFORMATION RE UIRED To he con Ieted by LOCAL AD INIST'RA R The applicant must submit the documents checked below before the appbcadon can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans, drawn to scale, and spccificatipns, including where applicable: details for anchoring structures, proposed elevation or lowest Boor (including basement), types of water resistant materials used below the fust Boor, details of floodproofmg of utilities located below the first Boor and details of enclosures below the first Boor. ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100 -year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). structures,Ft: NG` D . For MSL ❑ FloodprooCmg protection level (non-ruide❑tial only) (MSL). floodproofed structures, ippGca❑t must attach certification from rrgistarod engineer or architect. / Cl CcrtiLcation from a"r egistercd engineer that the proposed acdvit in a regulatory floodway will not result in any increase in the height of tba100-year flood. A copy of all data and calculations supporting this fmding must also be submitted- 00( ubmitted. ❑O( SECTION S PERMIT DETERMINATION fTo be completed by L04AL ADMINISTRATOR) I have determined that the proposcA activity. A. O Is B. O is not In conformance with provisions of Local Law W_, 19_. The permit is issued subject to the conditions attached to and made pan of this permit. SIGNED DATE fLBOXA is cbcckcd, the Loc Administrator may sue a Dcvclopmc❑t Pe mit upon payment of designated fcc. If DOX B i5 choked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit ut application to the Local Administrator or may request a bearing from lbe Board of Appeals APPLICATION a PAGE a OF 4 APPEALS: Appealed to Board of Appeals? 0 Ycs O No Hearing date: ._. ppea --- allo Conditions SECTION 6 AS BUILT ELEVATIONS M be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional cogineer or a ficcuscd land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As -Built) Elevation of the lop of the lowest poor, including basement CL Coastal High Fiazird Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As -Built) Elevation of poodproofmg protection is FT. NGVD (MSL). ' � 7 NOTA: Any work performed prior to submits l,of the above information is at the risk pd the App,.rant. SECTION 7 COMPL LANCE ACTION (To be completed by LOCAL ADMIN ISTRATORI The LOCAL. ADMINISTRATOR will complete this section as applicable based oo inspcctiou of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCEES? 0 YES ❑ NO DATE BY DEFICIENCIES? O YFS Cl NO SECTION B CERTIFICATE OF COMPLIANCECFg be com e(ed by LOCAL. ADMINISTRATOR] , Certificate of Compliance issued: DATE: BY: 11 11 , I 1 I 1 1, I , • '11 I� I Attachment B /� BAMF;uE CERTIYj LATE %'F COMPLIANCE ial Flood Hazard Area for Development in a Spec , ' 1 , I I( I TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (oVffiM . -l'ZT RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: OWNERS NAME AND ADDRESS: PERMIT NO._ PERMIT DATE CHECK ONE: 0 NEW BUILDING ❑ E7CISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH TIME REQUIREMENTS OF LOCAL LAW # 19 SIGNED: _ DATED:_ B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC(93) PATRICIA C. MOORE Attorney at Law 51020 Main R4a4-_ Southold, New York 1)97J Tel: (631) 765-43301 Fax: (631) 765-405: AUG 17 2M � August 16, 2005 Damon Rallis Southold Town Building Department P.O.Box 1179 Southold, NY 11971 Re: 470 John's Road, Mattituck 1000-122-3-25.002 Dear Damon: I represented Mr. Luniewski for the Health Department, DEC and Trustees permits. They have forwarded to me your letter dated August 9, 2005. While the tax map showed a purported right of way, the title to this property has no right of way. The previous owner of this parcel, Cardinale, sold the property to Mr. Luniewski. This property was conveyed to Luniewski without the reservation of a right of way. The right of way was solely for the parcel to the south also owned by Cardinale. The right of way was not suitable for the access to the adjacent parcel due to wetlands therefore it was eliminated by the prior owner. The parcel to the south is the subject of a subdivision and the access is to the east. The surveyor, Young & Young, first prepared this survey in 2002 at which time we were advised by both Young & Young and the title company that there was no right of way along the north-east side of the above referenced property. All of the wetland permits were obtained with an accurate survey. Therefore, please proceed with the building permit review and approval. If you have any further questions please do not hesitate to contact me. Ler' u ours, i1 a C. Moore CC: Mr. Luniewski Manzi Homes Inc. 305 14:59 6317440032 own Hall. 53095 Main Road P.O. Box 1179 Southold. New York 11971-0959 August 9, 2005 MANZIHOMESINC BUILDING DEPARTMENT TOWN OF SOUTHOLD Manzi Homes Inc. A/C John's Road Pcrmit PO Box 702 Rocky Point, NX 1.1778 Dear Michelle: DArr 01 PAGE 02 Fax (631)765-9502 Telephone (631) 765-1802 We are returning your building application for construction of a new single family dwelling at 470 John's Road, Mattituck, SCTM# 122-3-25.2, based on a discrepancy in. the survey submitted to this office. The survey fails to note a right of way or "road" that exists on the northeast side of the properties. This right of way must be shown on all surveys submitted to this office and it will eleaTly effect the proposed placement of the house. Please be aware that any changes to the proposed placement of this dwelling may result in the need .for a variance from the Southold Towu Zoning Board of Appeals, as well as amendments to both the Trustee and DEC approvals for this project. I apologize for any inconvenieuce this may cause. If you have any questions, please feel free to contact this office at (631) 765-1802, between the hours of 8:00 a -m. and 4:00 p.m. ectfii s Y Damon Ral is, Xalnincr CC: File ar J 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 5'-9" 133 B 3-2x8 SPF 2/1 7'-4" 133 c 3-2x10 SPF 2/1 8'-11" 133 D 3-2x12 SPF 2/1 10'-5" 133 E 3-1.5"x5.5" ML 7'-9" 137 F 3-1.5"x7.25" ML 10'-3" 137 G 3-1.5"x9.25" ML 13'-2" 137 H 3-1.5"x11.25" ML 16'-0" 137 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1 1-2x4 SPF 2/1 2'-1" 224 2 1-2x6 SPF 2/1 3'-3" 224 3 1-2x8 SPF 2/1 4'-2" 224 4 1-2x10 SPF 2/1 5'-1" 224 5 1-2x12 SPF 2/1 5'-10" 224 6 1-1.5"x9.25" ML 8'-9" 228 7 1-1.5"x11.25" ML 10'-6" 228 8 1-1.5"x16" ML 14'-'7" 228 9 1-1.5"x18" ML 16'-3" 228 10 2-1.5"x16" ML 20'-7" 236 11 2-1.5"x18" ML 22'-2" (Col. Limit) 236 Attachment - 2 NY Design Specifications - Attachment 3 55 Ground Snow - 28 Wide - Two Story - 5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A-1 3-2x6 SPF 2/1 4'-5" 166 B-1 3-2x8 SPF 2/1 5'-7" 166 C-1 3-2x10 SPF 2/1 6'-10" 166 D-1 3-2x12 SPF 2/1 8'-0" 166 E-1 3-1.5"x5.5" ML 6'-9" 170 F-1 3-1.5"x7.25" ML 8'-9" 170 G-1 3-1.5"x9.25" ML 11'-0" 170 H-1 2-1.5"x11.25" ML 10'-10" 162 1-1 3-1.5"X11.25"ML 13'-3" 170 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1-1 1-2x12 SPF 2/1 4'-5" 261 2-1 1-1.5"x11.25" ML 7'-10" 265 3-1 2-2x6 SPF 2/1 T-6" 273 4-1 2-2x8 SPF 2/1 4'-5" 273 5-1 2-2x10 SPF 2/1 5'-5" 273 6-1 2-2x12 SPF 2/1 6'-3" 273 7-1 2-1.5"x9.25" ML 9'-4" 277 8-1 2-1.5"x11.25" ML 11'-2" 277 9-1 2-1.5"x9.25"&11.25 ML 14'-0" 281 Attachment - 3 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC BUILDING INFORMATION: JOB NUMBER= 050728 DATABASE NUMBER= 38459 PLAN NUMBER= LUNIEWSKI FIRST FLOOR LENGTH (W,) = 27.5 ft SECOND FLOOR LENGTH (W z)= 27.5 ft FIRST FLOOR LENGTH (L1) = 52 ft SECOND FLOOR LENGTH (L2) = 52 It TRUSS SPACING (TOC)= 16 In STUD SPACING (SOC) = 16 in MAX. UNRESTRAINED OPENING HEIGHT = 4.75 It WIND SPEED (FASTEST MILE) = 100 mph MEAN ROOF HEIGHT ADJUSTMENT FACTOR (Cyw) = 1 WALL HEIGHT ADJUSTMENT FACTOR (C�) = 1 P=05%O50]28 12 2NAE W 2.t.,un,A. Page 1 of 17 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) SHEARWALL SUMMARY: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC FIRST FLOOR ENDWALL: 7/16" OSB EXTERIOR (BLOCKED) w/ 7/16' OSB INTERIOR (BLOCKED) CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNECTIONS REQUIRED TRUSS TIE DOWN: USE A SIMPSON H10 EACH TRUSS 2nd FLOOR STUD TO TOP PLATE: USE A 1.5'x 25 ga. STRAP w/ (12) 16 ga STAPLES EACH END, EACH STUD 2nd FLOOR STUD TO FLOOR BAND: USE A 1.5"x 26 ga. STRAP w/ (12) 16 ga STAPLES EACH END, EACH STUD 1st CEILING BAND TO 2nd FLOOR BAND USE A SIMPSON LSTA18 ® 35' ON CENTER 1st FLOOR STUD TO CEILING BAND: USE A 1.5"x 26 ga. STRAP w/ (12)16 ga STAPLES EACH END, EACH STUD 1st FLOOR STUD TO FLOOR BAND: USE A 1.5'x 26 ga. STRAP w/ (12) 16 ga STAPLES EACH END, EACH STUD FLOOR BAND TO SILL PLATE CONNECTION: USE A SIMPSON LSTA12 @ 56" ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 830 16s LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION: USE (3) 0.131' x 2.5" COMMON NAIL (TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: ATTACH WITH 0.131'x 2.5" COMMON NAIL (FACE NAILED) AT T ON CENTER PLATE TO STUD CONNECTION: USE (4) 0.131"x 2.5' COMMON NAIL (ENDNAILED) PER STUD BOTTOM PLATE TO FLOOR CONNECTION: ATTACH WITH 0.131' x 2.5' COMMON NAIL (FACE NAILED) AT T ON CENTER HORIZONTAL FLOOR DIAPHRAGM CONTINUITY SECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) USE A MIN. OF (11) 1/2' DIA.THRU BOLTS MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) USE A (2) 1.5" x 22 ga. STRAP w/ (39) 16 ga. STAPLES EACH END FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) USE A MIN. OF (8) 1/2" DIA.THRU BOLTS MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) USE A (2) 1.5"x 22 ga. STRAP w/ (39) 16 ga. STAPLES EACH END Page 2 of 17 P92d09DW72IMI2_24*de 30 2:m,y.munn,xi. 5/10/2005 WITH 8d COMMON NAILS SPACED AT 3" EDGE FIRST FLOOR SIDEWALL: 7/16' OSB EXTERIOR (BLOCKED) w/ 7/16' OSB INTERIOR WITH Sd COMMON NAILS SPACED AT 6" EDGE SECOND FLOOR ENDWALL: 7/16' OSB EXTERIOR (BLOCKED) w/ 7/16' OSB INTERIOR WITH Sd COMMON NAILS SPACED AT 4" EDGE SECOND FLOOR SIDEWALL: 7/16' OSB EXTERIOR (UNBLOCKED) w/ 12' GWB INTERIOR WITH 8d COMMON NAILS SPACED AT 6" EDGE CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNECTIONS REQUIRED TRUSS TIE DOWN: USE A SIMPSON H10 EACH TRUSS 2nd FLOOR STUD TO TOP PLATE: USE A 1.5'x 25 ga. STRAP w/ (12) 16 ga STAPLES EACH END, EACH STUD 2nd FLOOR STUD TO FLOOR BAND: USE A 1.5"x 26 ga. STRAP w/ (12) 16 ga STAPLES EACH END, EACH STUD 1st CEILING BAND TO 2nd FLOOR BAND USE A SIMPSON LSTA18 ® 35' ON CENTER 1st FLOOR STUD TO CEILING BAND: USE A 1.5"x 26 ga. STRAP w/ (12)16 ga STAPLES EACH END, EACH STUD 1st FLOOR STUD TO FLOOR BAND: USE A 1.5'x 26 ga. STRAP w/ (12) 16 ga STAPLES EACH END, EACH STUD FLOOR BAND TO SILL PLATE CONNECTION: USE A SIMPSON LSTA12 @ 56" ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 830 16s LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION: USE (3) 0.131' x 2.5" COMMON NAIL (TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: ATTACH WITH 0.131'x 2.5" COMMON NAIL (FACE NAILED) AT T ON CENTER PLATE TO STUD CONNECTION: USE (4) 0.131"x 2.5' COMMON NAIL (ENDNAILED) PER STUD BOTTOM PLATE TO FLOOR CONNECTION: ATTACH WITH 0.131' x 2.5' COMMON NAIL (FACE NAILED) AT T ON CENTER HORIZONTAL FLOOR DIAPHRAGM CONTINUITY SECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) USE A MIN. OF (11) 1/2' DIA.THRU BOLTS MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) USE A (2) 1.5" x 22 ga. STRAP w/ (39) 16 ga. STAPLES EACH END FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) USE A MIN. OF (8) 1/2" DIA.THRU BOLTS MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) USE A (2) 1.5"x 22 ga. STRAP w/ (39) 16 ga. STAPLES EACH END Page 2 of 17 P92d09DW72IMI2_24*de 30 2:m,y.munn,xi. 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) SHEAR CONNECTIONS PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SECOND FLOOR ENDWALL RIMBAND TO BOTTOM7TOP PLATE CONNECTION: USE 0.162' x 3.5" COMMON NAIL (TOENAILED) @ 3' ON CENTER SECOND FLOOR SIDEWALL RIMBAND TO SOTTOM/TOP PLATE CONNECTION: USE 0.162"x 3.5" COMMON NAIL (TOENAILED) @ 18" ON CENTER FIRST FLOOR ENDWALL RIMBAND TO SILL PLATE CONNECTION: USE 0.162" x 3.5' COMMON NAIL (TOENAILED) @ 2" ON CENTER SILL PLATE TO FOUNDATION CONNECTION: USE 12" ANCHOR BOLTS @ 16' O.0 OR USE 5/8' ANCHOR BOLTS @ 23" O.0 FIRST FLOOR SIDEWALL RIMBAND TO SILL PLATE CONNECTION: USE 0.162" x 3.5' COMMON NAIL (TOENAILED) @ 13' ON CENTER SILL PLATE TO FOUNDATION CONNECTION: USE 12' ANCHOR BOLTS @ 72'0.0 OR USE 518" ANCHOR BOLTS @ 72" O.0 HOLDDOWN CONNECTIONS SECOND FLOOR CORNER HOLDDOWN: NO PHYSICAL HOLDDOWNDOWN REQUIRED SECOND FLOOR CORNER STUD CONNECTION: FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 17' ON CENTER OR USE (7)114' DIA. LAG SCREWS FIRST FLOOR CORNER HOLDDOWN: NO PHYSICAL HOLDDOWN REQUIRED FIRST FLOOR CORNER STUD CONNECTION: FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 6" ON CENTER OR USE (20) 1/4' DIA. LAG SCREWS FOUNDATION SHEAR FORCES FIRST FLOOR ENDWALL = FIRST FLOOR SIDEWALL = 20220 IDs 7391 lbs 6 7 `. 1i` 0'3751 Ess1o*0.1 Page 3 of 17 P Q00 W5072ftl 2_24wIEex30 2storymunry,xls 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) APPLICABILITY LIMITATIONS: MEAN ROOF HEIGHT (MRH) = 20.0 ft NUMBER OF STORIES = 2 FIRST FLOOR WIDTH (W,) = 27.5 ft SECOND FLOOR WIDTH (WO = 27.5 ft FIRST FLOOR LENGTH (1-1) = 52 N SECOND FLOOR LENGTH (1-2) = 52 ft BUILDING ASPECT RATIO (L/W)= 1.89 FLOOR JOIST DEPTH = 9.25 in MAX. VERTICAL FLOOR OFFSET = 0 in FLOOR ASPECT RATIO (L/W)= 1.89 MAX. FLOOR DIAPHRAGM OPENING WIDTH = 3.333 ft MAX FLOOR DIAPHRAGM OPENING LENGTH = 9.9 ft FIRST FLOOR HEIGHT (H1) = B ft SECOND FLOOR HEIGHT (1-12) = 8 ft CEILING ASPECT RATIO (L/W)= 1.89 MIN. SHEARWALL SEGMENT (H 13.5) = 2.29 ft ROOF PITCH = 7 112 PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC DESIGN MEETS LIMITATIONS OF THE WFCM METHODOLOGY CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS SIMPSON H2.5 Z= 365 lbs SIMPSON HIO Z= 85016s FLAT STRAPS Z= 3230 lbs 1.5'x 26 ga. STRAP w/ (12)16 ga STAPLES EACH END Z = 631 lbs 1.5'x 22 ga. STRAP wl (20)16 ga. STAPLES EACH END Z = 1055 lbs 1.5' x 20 ga. STRAP wl (23) 16 ga. STAPLES EACH END Z = 1266 lbs (2)1.5' x 22 ga. STRAP wl (39) 16 ga. STAPLES EACH END Z = 2165 Ibs (2)1.5' x 20 ga. STRAP wl (46) 15 ga. STAPLES EACH END Z = 2600 lbs HOLODOWNS w/ 1 1/r EDGE DISTANCE MINIMUM 8' STEM WALL ASSUME 3000 psi Fe CONCRETE SIMPSON LSTHDBRJ Z= 1950 lbs SIMPSON STHDIORJ Z= 3230 lbs SIMPSON STHD14RJ Z= 44301bs (2) SIMPSON STHD14RJ Z= 8860 lbs W' DIA. THRU BOLT Z = 725 lbs 112" ANCHOR BOLT Z = 1056 lbs &8* ANCHOR BOLT Z= 1488 lbs 1/4" DIA. LAG SCREW Z = 320 lbs 0.131'x 2.5" COMMON NAIL (FACE NAILED) Z= 90 lbs 0.131"x 2.5" COMMON NAIL (TOENAILED) Z = 74 lbs 0.131"x 2.5' COMMON NAIL (ENDNAILED) Z = 60 IIns 0.162"x 3.5" COMMON NAIL (TOENAILED) Z = 159 lbs NOTE: SIMPSON CONNECTORS 8 FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME DF/SP VALUES P12005\05072t512_24wgew10_2sto munrya6 Page 4 of 17 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) DESIGN UPLIFT LOADS ROOF 8 CEILING ASSEMBLY DEAD LOAD = 15 psf WALL DEAD LOAD (WDL) = 12 psf FLOOR DEAD LOAD (FDL) = 10 psf ROOF SPAN = 27.5 0 TRUSS SPACING (TOC)= 16 in STUD SPACING (SOC) = 16 in FIRST FLOOR HEIGHT(H1)= 81t SECOND FLOOR HEIGHT (H2) = 8 8 UPLIFT CONNECTION LOAD: (FROM TABLE 2.2A, 1995 WFCM) AT 24'= 335 plf AT 36'= 474 pif AT 27.5'(w p)= 376 plf REQUIRED TRUSS TIE DOWN: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC P, = w. • TOC • Cis, = P„ = 376 pN• 16 in' 1/12= P. = 501 lbs USE A SIMPSON H10 EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 501 lbs REQUIRED SIDEWALL STUD TIE DOWN LOADING: 2nd FLOOR STUD TO TOP PLATE: PrP = WPP • SOC = 376' 16 /12 = 501 lbs 2nd FLOOR STUD TO FLOOR BAND: Pm = P2 - 0.6 • WDL - Hz • SOC = P�=501 lbs- 0.6' 12 psf• 8 It• 16 in 112 424 lbs 1st FLOOR STUD TO CEILING BAND: P,m=Pm-0.6'FDL 'W2/4'SOC = P,m=424 lbs- 0.6' 10 psf• 27.5 R 14' 16 in/ 12= P1,.s= 369 lbs 1st FLOOR STUD TO FLOOR BAND: P,=P,m- 0.6'WDL • Ht• SOC= P,.=369 lbs- 0.6' 12 psf• 8 ft• 16 in 112 292 lbs USE A 1.5- x 26 ga. STRAP wl (12) 16 9a STAPLES EACH END, EACH STUD OR EQUAL OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 501 lbs SIDEWALL 1st CEILING BAND TO 2nd FLOOR BAND CONNECTION: SIDEWALL UPLIFT AT PERIMETER BAND: IV= Pn -66= 501 lbs -66= 326 plf CHECK SPACING OF SIMPSON LSTA18: SIMPSON LSTA18 Z= 970 lbs BOC = Z/WSP= 35 in ON CENTER USE A SIMPSON LSTA18 @ 35" ON CENTER OR CONNECTION TO WITHSTAND AN UPUFT FORCE OF 970 lbs P:1 0=5072815122xwbsxW_2sta munc xls Page 5 of 17 5/10/2005 x SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SIDEWALL 1st FLOOR BAND TO SILL PLATE CONNECTION: SIDEWALL UPLIFT AT SILL PLATE: w,p=P,,/SOC -0.6- FOL -W,/4= w,p=282lbs'12/16in-0.6'10psf'27.5ft/4 = wap= 178 plf CHECK SPACING OF SIMPSON LSTA12: SIMPSON LSTA12 Z = 830 lbs STRAP OC = Z / wap = 830 lbs / 178 plf = 56 in ON CENTE USE A SIMPSON LSTA12 Q 56" ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 630 lbs CHECK BENDING IN RIMBAND: DBL. 2x10 SPF #2 RIMBAND DESIGN VALUES: SECTION MODULUS (S) = 42.66 Ina ALLOWABLE SENDING (fb)= 875 psi lvl x= W, BOC2= B MMaa = 178 p8 (56112 -2 = 5809 in -lbs 8 APPLIED fb = M,... = 5809 in -lbs = 136 psi S 42.66 in -3 ALLOWABLE BENDING (fb) = 875 psi > APPLIED fb = 136 psi DBL. 2x10 SPF #2 RIMBAND IS OK LATERAL LOAD AT ROOF/CEILING DIAPHRAGM ROOF SPAN = 27.5 It ROOF PITCH = 7/12 �P�� OF NL or y 5 WIND PERPENDICULAR TO RIDGE: (TABLE 2.5B, 1995 WFCM) * ;� AT 24'= 260 pif r- ' Ir I AT 36'= 325 pif ° x t AT 27.5'(WI-pefp 279 plf -f r3l!� wap. = WIpp; ' CMM ' CWH W,w = 279 Of' i ' 1 = Wap,,,= 279 rif Page 6 of 17 P:@W5bM72MI2 24widex30 2slory muncy.xk 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) WIND PARALLEL TO RIDGE: (TABLE 2.5C, 1995 WFCM) AT 24'= 170 plf AT 36'= 200 plf AT 27.5' (wl-Para')= 179 plf W.eera=-"*Cmw `WWII wee,,, = 179 pH' 1 ' 1 = Waw = 179 plf LATERAL LOAD AT FLOOR DIAPHRAGM PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC WIND PERPENDICULAR TO RIDGE: (TABLE 2.5B, 1995 WFCM) FL,,! 285 pff F4w= FL,, 'CWH Cw = FL,w = 285 plf • 1 ' 1 = FIy,,,= 285 pff WIND PARALLEL TO RIDGE: (TABLE 2.5C, 1995 WFCM) FL.p,,,'= 205 pff FLty , = FL�• C, CwH = FL, ,=205 olf'1•1= FLy = 205 pff LATERAL FRAMING CONNECTION LOADS FROM WIND: (TABLE 2.1, 1995 WFCM) (FOR ROOF -TO -PLATE, PLATE -TO -PLATE, PLATE -TO -STUD, AND PLATE -TO -FLOOR) 141 pff W�•C�= 141 pff'1= MULTIPLIER Q 24' O.C. (M 24) = 2 MULTIPLIER Q 16' O.C. (M t4) = 1.33 TRUSS TO TOP PLATE CONNECTION: P� = w,, • M = 141 plf' 16 in = 188 lbs # OF 0.131' x 2.5" COMMON NAIL (TOENAILED) REQUIRED = P, = 188 lbs = 2 74 lbs USE (3) 0.131" x 2.5" COMMON NAIL (TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: 141 off 3 NAILS SPACING OF 0.131'x 2.5' COMMON NAIL (FACE NAILED) _ Z*12 = 90lbs - 12 = 7 in O.C. Wwa 141 pll ATTACH WITH 0.131" x 2.5" COMMON NAIL (FACE NAILED) AT 7" ON CENTER P VWW68728Zl2 24w exW 2stw-muncy.xls Page 7 of 17 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) PLATE TO STUD CONNECTION: Pc=w,,,*Mis= 141 p0'1.33= 188 lbs # OF 0.131"x 2.5' COMMON NAIL (ENONAILED) REQUIRED = s - 188 lbs = Z 60 lbs USE (4) 0.131" x 2.5" COMMON NAIL (ENDNAILED) PER STUD BOTTOM PLATE TO FLOOR CONNECTION: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC 4 NAILS SPACING OF 0.131"x 2.5" COMMON NAIL (FACE NAILED) = Z'12 = 90lbs • 12 = 7 in O.C. W� 141 p0 ATTACH WITH 0.131"x 2.5' COMMON NAIL (FACE NAILED) AT 7" ON CENTER SECOND FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR LENGTH (W,) = 27.5 ft SECOND FLOOR LENGTH (W 2) = 27.5 ft FIRST FLOOR LENGTH (L,) = 52 ft SECOND FLOOR LENGTH (L2)= 52 ft SHEARWALL TYPE: 7/16' OSB EXTERIOR (BLOCKED) w/ 7/16' OSB INTERIOR SHEATHING EDGE Ild NAIL SPACING = 4 in O.C. (8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH (V) = 590 plf (TABLE 3.17D, 2001 WFCM) MIN. SHEARWALL SEGMENT LENGTH= 2.3 ft FULL HEIGHT SHEATHING PROVIDED = 19 ft 2nd FL. PERCENT FULL HEIGHT SHEATHING= 69 2nd FL. MAX. UNRESTRAINED OPENING HEIGHT = 4.75 ft 2nd FL. PERFORATED ADJUSTMENT FACTOR (Cp) = 1.23 (TABLE 3.16, 1995 WFCM) 2nd FL NUMBER OF SHEARWALLS (N,,,,) = 2 SHEARWALL REACTION (R�)= L2'W4w/N, = R12= 52 ft' 279 plf / 2 = 7253 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L, ) = R„d2/ V = 7253 lbs 1590 = 12.3 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL) = Cp' LSW = 12.29' 1.22 75.12 tt PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED =15.12 ft PROVIDED =19 ft ENDWALL SHEARWALLS OK .. P:Q0MG5072Ml2 24witl G 2sl ry mun<y ds OF � w C fu 1. ....� .0,�S510a _--.Pagd 8 of 17 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V,= � = 285 Of' 52 It = 7410 lbs 2 2 # 1/2' DIA. THRU BOLT= V = 74101bs = 11 BOLTS Z1rz BMT 725 lbs USE A MIN. OF (11) 1/2- DIA.THRU BOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) (CHORD FORCE CONTINUITY) T= F._.'(L/2) = 285 Of`52ft /2= 1852.5 lbs 4 4 USE A (2) 1.5'x22 ga. STRAP w/ (39) 16g& STAPLES EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND AN TENSILE FORCE OF 18531bs SECOND FLOOR ENDWALL: UPLIFT DUE TO OVERTURNING SECOND FLOOR WIDTH (W 2) = 27.5 ft SHEARWALL REACTION (R„2) = 7253 lbs WALL HEIGHT (H) = a ft UPLIFT FORCE (UE2) = R�' H / W2 = 7253 lbs' 8 ft / 27.5 It = UE2 = 2110 lbs SEE PAGE 17 FOR CONNECTION DESIGN SECOND FLOOR ENDWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH (W.) = SECOND FLOOR LENGTH (1-2) = FL,�= W'w = 1/2' ANCHOR BOLT 5/8' ANCHOR BOLT 0.162' x 3.5' COMMON NAIL (TOENAILED) 27.5 ft 52 It 285 p8 279 p# Z= 1056 lbs Z= 1488 lbs Z= 159 lbs JT W �` e O'.g75( V � n��ESStoNP Page 9 of 17 PVWWs 720U12 24w ex30_2SWryMUnc XIS 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) RIMBAND TO BOTTOM/TOP PLATE CONNECTION: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC LAT = ffl- pw+ W,m)= 285 plf + 279 plf = 564 plf V= LAT' L / 2= 564 plf' 52 ft / 2 = 14663 lbs # TOENAILS PER FOOT= V / Z / W = 14663 lbs / 159 lbs / 27.5 N = # TOENAILS PER FOOT= 3.4 NAILS/ft TOENAIL SPACING= 12/#= 12/3.4= 3'D.C. USE 0.162"x 3.5' COMMON NAIL (TOENAILED) @ 3" ON CENTER FIRST FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH (W 1)= 27.5 It SECOND FLOOR WIDTH (W 2)= 27.5 It FIRST FLOOR LENGTH (1-1) = 52 it SECOND FLOOR LENGTH (1-2) = 52 It SHEARWALL TYPE: 7/16' OSB EXTERIOR (BLOCKED) w/ 7/16' OSB INTERIOR (BLOCKED) SHEATHING EDGE 8d NAIL SPACING = 3 in O.C. (8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH (V) = 1260 plf (TABLE 3.17D, 2001 WFCM) MIN. SHEARWALL SEGMENT LENGTH= 2.3 It FULL HEIGHT SHEATHING PROVIDED = 17 It 1st FL. PERCENT FULL HEIGHT SHEATHING= 62 1 st FL. MAX. UNRESTRAINED OPENING HEIGHT = 4.75 ft 1st FL. PERFORATED ADJUSTMENT FACTOR(Cp) = 1.24 (TABLE 3.16, 1995 WFCM) 1st FL. NUMBER OF SHEARWALLS (N,,,4) = 2 SHEARWALL REACTION (R�1) = L,' FL, ,/ N., - R� = R.m+ = 52 It • 285 p6 12 + 7253 lbs = 14663 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L=.,.) = R�1 / V = 14663 lbs / 1260 p#= 11.6 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL) = Cp' Lm = 11.6tC1.24' 14.43 k PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED = 14.43 R PROVIDED - 17 ft P: =05W 0726511 24wA 30 2Mory-munc As ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO OF N! E QW 1 W .. CY 6'6•(,'j( V � y ` •O�ESStO�P// Page 10 of 17 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) VI={3'FW,/41'L= 314.285plf'52ft= 5557.5 lbs 2 2 # 12' DIA. THRU BOLT = V - 5558 lbs = 8 BOLTS Zla�T 725lbs USE A MIN. OF (8) 1/2" DIA.THRU BOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) (CHORD FORCE CONTINUITY) T= {3'F.wl4)'(L/2) = 3/4.285p8'52ft/2= 1389 lbs 4 4 USE A (2) 1.5-x22g*. STRAP w/ (39) 16 ga. STAPLES EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND AN TENSILE FORCE OF 1389 lbs FIRST FLOOR ENDWALL: UPLIFT DUE TO OVERTURNING FIRST FLOOR WIDTH (W,) 27.5 ft SHEARWALL REACTION (Rem1) = 14663 IDs WALL HEIGHT (H) = 8 ft UPLIFT FORCE (UEI) = R„ j * H / W, + UE2 = UEI= 14663 lbs' 8 ft/ 27.5 ft 2110 lbs = 6376 lbs SEE PAGE 17 FOR CONNECTION DESIGN FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH (W I)= 27.5 ft FIRST FLOOR LENGTH (LI)= 52 It OF NEW FL,w= 285 p8 '' yip' ' P W'w= 279 plf 9 1/2'ANCHOR BOLT Z= 10561tb '1 5/8'ANCHOR BOLT Z= 14881bs 0.162"x 3.5' COMMON NAIL (TOENAILED) Z= 159 Ibs P" '�� 9pFESS10a �� Page 11 of 17 P:000W5072eu12 24w ex0G_2stM-menc ,Xls 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) RIMBAND TO SILL PLATE CONNECTION PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC LAT= (FLy=+W, ,+3'FL,./4)= LAT= 285 p0+279 pH+3'285 p#/4= V= LAT'L/2= 778pN'52ft/2= # TOENAILS PER FOOT = V / Z / W = 20220 lbs / 159 lbs / 27.5 ft = TOENAIL SPACING= 12/#= 12/4.6= 2'O.C. USE 0.162"x3.5" COMMON NAIL (TOENAILED) @ 2- ON CENTER SILL PLATE TO FOUNDATION CONNECTION: # 1/2' ANCHOR BOLTS = V / Z = 20220 lbs / 1056 lbs = BOLT SPACING= (W -2)/(N-1)= (27.5 ft -2)/(20-1)= USE 1/2' ANCHOR BOLTS @ 16' O.0 ANCHOR BOLTS TO BE A MIN. OF 4' AND A MAX OF V-0' FROM CORNERS # 5/8' ANCHOR BOLTS = V / Z = 20220 lbs / 1488 lbs = BOLTSPACING= (W -2)/(N-1)= (27.5ft-2)/(14-1)= USE 5/8' ANCHOR BOLTS @ 23' O.0 ANCHOR BOLTS TO BE A MIN. OF 4' AND A MAX. OF V-0- FROM CORNERS 778 plf 20220 IDs 4.6 NAILS / It 20 BOLTS 16 in 14 BOLTS 23 in Page 12 of 17 P:VOOWW72s 12_24Wm W est �-mus� As 5/10/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC SECOND FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH (W,) = 27.5 ft SECOND FLOOR WIDTH (W2) = 27.5 ft FIRST FLOOR LENGTH (L1) = 52 ft SECOND FLOOR LENGTH (1-2) = 52 ft SHEARWALL TYPE: 7/16' OSB EXTERIOR (UNBLOCKED) w/ 1/2' GWB INTERIOR SHEATHING EDGE Sd NAIL SPACING = 6 in O.C. (8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH (V) = 330 plf (TABLE 3.17D, 2001 WFCM) MIN. SHEARWALL SEGMENT LENGTH= 2.3 ft FULL HEIGHT SHEATHING PROVIDED= 34.5 ft 2nd FL. PERCENT FULL HEIGHT SHEATHING= 66 % 2nd FL. MAX. UNRESTRAINED OPENING HEIGHT = 6.75 It 2nd FL. PERFORATED ADJUSTMENT FACTOR (Cp) = 1.21 (TABLE 3.16, 1995 WFCM) 2nd FL. NUMBER OF SHEARWALLS (N�j = 2 SHEARWALL REACTION (R, ) = W2' WFw / N.W. _ Ry = 27.5 ft' 179 plf 12 = 2458 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L,)=R,da/V= 2458 lbs/ 330 plf= 7.4 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (SIDEWALL) = CP • Lsw = 7.4'1.21= 9.0 tt PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED -9.01tt PROVIDED -34.5ft SIDEWALL SHEARWALLS OK SECOND FLOOR SIDEWALL: UPLIFT DUE TO OVERTURNING SECOND FLOOR WIDTH (W 2) = 27.5 It SECOND FLOOR LENGTH (1-2) = 52 It SHEARWALL REACTION (Nwa) = 2458 lbs WALL HEIGHT (H) 8 f UPLIFT FORCE (Us2)= R, a*H/L2= SEE PAGE 17 FOR CONNECTION DESIGN P9200S0507201512_24w ex30 2stogmunq,xls 2458 lbs' 8 ft 152 N = 378 lbs of NEW ct~ )o <4i � WQ is i >>W Page 13 of 17 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) SECOND FLOOR SIDEWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH (W 2)= 27.5 ft SECOND FLOOR LENGTH (L2) = 52 ft FL,P.= 205 pif Waw„= 179 plf 12' 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 BOTTOM7TOP PLATE CONNECTION: PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC LAT = (Fl-,,+ W te,,,)= 205 pif + 179 pif = V= LAT'W/2= 394 pif• 27.5 ft/2= # TOENAILS PER FOOT= VIZ/L= 5277lbs/159lbs/52ft= TOENAIL SPACING= 12/#= 12/0.6= 181O.C. USE 0.16r x 3.5' COMMON NAIL (fOERAILED) @ 18' ON CENTER FIRST FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS 394 p8 5277 lbs 0.6 NAILS 1 ft FIRST FLOOR WIDTH (WO = 27.5 ft SECOND FLOOR WIDTH (W O = 27.5 ft FIRST FLOOR LENGTH (Lt) = 52 ft SECOND FLOOR LENGTH (1-2) _ 52 ft SHEARWALL TYPE: 7/16' OSB EXTERIOR (BLOCKED) W/ 7/16' OSB INTERIOR , SHEATHING EDGE Sol NAIL SPACING = 6 in O.C. (8d NAILS OR EQUIVALENT) t SHEARWALL STRENGTH (V)= 436 p8(TABLE 3.17D, 2001 WFCM) rj�p MIN. SHEARWALL SEGMENT LENGTH = 2.3 ft FULL HEIGHT SHEATHING PROVIDED= 21.125 It r 1st FL. PERCENT FULL HEIGHT SHEATHING= 41 % C'1 1st FL. MAX. UNRESTRAINED OPENING HEIGHT= 6.75 It vl 1IA 1st FL. PERFORATED ADJUSTMENT FACTOR(Cp) = 1.55 (TABLE 3.16, 1995 WFCM) t �\ 1st FL. NUMBER OF SHEARWALLS (N,J = 2 a �. SHEARWALL REACTION (R,d,t) = Wt' FL,� / N,e, * Reee2= R„ e,t = 27.5 ft' 205 p8 12 + 2458 lbs = 5277 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L,,. I= R,d,t / V = 5277 Ibs 1436 pif = 12.1 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (SIDEWALL) - Cp - LsW = 12.1'1.55= 18.8 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED =18.76 ft PROVIDED = 21.13 ft SIDEWALL SHEARWALLS OK Page 14 of 17 P12 OMW72OW2_24r est 2sta,munry.sts 5/10/2005 SHEARWALL DESIGN (per 1995 WFCM) FIRST FLOOR SIDEWALL: UPLIFT DUE TO OVERTURNING PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC FIRST FLOOR WIDTH (W 1) = 27.5 ft FIRST FLOOR LENGTH (L1) = 52 ft SHEARWALL REACTION (R"1) = 5277 lbs WALL HEIGHT (H) = 8 H UPLIFT FORCE (UE1) = R,ne1' H / L1 + U5 UE1= 5277 lbs' 8 ft/ 52 ft+378 lbs = 1190 lbs SEE PAGE 17 FOR CONNECTION DESIGN FIRST FLOOR SIDEWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH (W 1)= 27.5 ft FIRST FLOOR LENGTH (1-1) = 52 ft Fl-. r = 205 p8 W'e = 179 plf 12' ANCHOR BOLT Z = 1056 lbs 518' ANCHOR BOLT Z = 1488 lbs 0.162"x 3.5' COMMON NAIL (TOENAILED) Z = 159 lbs RIMBAND TO SILL PLATE CONNECTION: LAT= (FLi,+W,,+3'FL,,14)= - LAT= 205 pif+179 p8+3'205 p8/4= 538 p0 V = LAT • W 112= 538 p0' 27.5 ft / 2 = 7391 lbs # TOENAILS PER FOOT= V/Z/L1= 7391 lbs/ 159 lbs/520= 0.9 NAILS 1 ft TOENAIL SPACING = 1210 = 1210-9 = 13 ' D.C. USE 0.162' z 3.5' COMMON NAIL (TOENAILED) @ 13' ON CENTER SILL PLATE TO FOUNDATION CONNECTION: # 1/2' ANCHOR BOLTS = V / Z = 7391 lbs / 1056 lbs = 7 BOLTS BOLT SPACING= (L -2)/(N-1)= (52 ft -2)/(7.1)= 72 in USE 1/2• ANCHOR BOLTS @ 72.O.0 ANCHOR BOLTS TO BE A MIN. OF 4 -AND A MAX. OF 1'41' FROM CORNERS # 5/8' ANCHOR BOLTS = V / Z = 7391 lbs / 1488 lbs = 5 BOLTS BOLTSPACING= (L -2)/(N-1)= (52R-2)/(5-1)= 72, in USE 518- ANCHOR BOLTS @ 72.O.0 ANCHOR BOLTS TO BE A MIN. OF 4' AND A MAX. OF V-0' FROM CORNERR oEp P:@OOS 72B 12_24wdex30 2slory muncy.xb W R x1 1wdf 17 15/10/2005 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES: (SEE ABOVE FOR CALCULATIONS) 2nd FLOOR ENDWALL UPLIFT FORCE (UE2) = 2110 lbs 2nd FLOOR SIDEWALL UPLIFT FORCE (US2) = 378 lbs 1st FLOOR ENDWALL UPLIFT FORCE (UEl) = 6376 lbs 1st FLOOR SIDEWALL UPLIFT FORCE (Usi) = 1190 lbs DEAD LOADS: FIRST FLOOR WIDTH (Ws)= 27.5 ft SECOND FLOOR WIDTH (W 2) = 27.5 ft FIRST FLOOR LENGTH (L,)= 52 It SECOND FLOOR LENGTH (1-2) = 52 It FIRST FLOOR HEIGHT (H,) = a It SECOND FLOOR HEIGHT (1-12) = 8 It ROOF 8 CEILING ASSEMBLY DEAD LOAD (RDL) = 15 psf WALL DEAD LOAD (W DL) = 12 psf FLOOR DEAD LOAD (FDL) = 10 psf SIDEWALL SECOND FLOOR CORNER: ROOFDEADLOAD= 0.6'RDL'W2'L2/8= ROOF DEAD LOAD = 0.6 • 15 psf' 27.5 ft' 52 ft / 8 = 1609 lbs WALLDEADLOAD= 0.6'(WDL'H2'L2/2)= 0.6'12Psf-8ft-52ft/2= 1498 lbs TOTAL DEAD LOAD = 1609 + 1498 = 3107 lbs SIDEWALL FIRST FLOOR CORNER: WALL DEAD LOAD = 0.6 - (WDL' H,' L, / 2) = WALLDEADLOAD= 0.6'12psf'8ft'S2ft/2= 1498 lbs 2nd FLOOR DEAD LOAD= 0.6' FDL' W 2' L2 / 8 = 2nd FLOOR DEAD LOAD = 0.6 * 10 psf' 27.5 ft' 52 ft / 8 = 1073 lbs TOTAL DEAD LOAD = 1498 * 1073 = 2571 lbs ENDWALL SECOND FLOOR CORNER: WALLDEADLOAD= 0.6'(WDL'H2'Wz/2)= WALLDEADLOAD= 0.6'12psf'8ft'27.5ft/2= ENDWALL FIRST FLOOR CORNER: WALLDEADLOAD= 0.6'(WDL'H,'WI/2)= WALL DEAD LOAD = 0.6' 12 psf * 8 ft' 27.5 ft / 2 = 792 lbs 792 lbs Page 16 of 17 P:@pososo12M1224.;dW30_2sto"unc ,xls 5/10/2005 SHEARWALL DESIGN (per, 1995 W FCM) SECOND FLOOR CORNER HOLDDOWNS UPLIFT FORCE _ PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC 2110 lbs (MAX OF SECOND FLOOR UPLIFT FORCES) SECOND FLOOR DEAD LOAD OL,) = 3107 lbs+ 792 lbs = 3899 lbs HOLDDOWNFORCE= 3899lbs-2110lbs= -1789 lbs NO PHYSICAL HOLDDOWNDOWN REQUIRED SECOND FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR (Z) = 184 lbs UPLIFT FORCE (U) = 2110 lbs (MAX. OF SECOND FLOOR UPLIFT FORCES) NAIL SPACING (2 ROWS) = 2-H'Z=2'Bft'1841bs= 17 in O.C. U 2110lbs # OF 1/4' DIA. LAG SCREW REQUIRED = U = 2110lbs = 7 LAG SCREWS Z 320 lbs FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 1T ON CENTER OR USE (7)1/4' DIA. LAG SCREWS FIRST FLOOR HOLDDOWNS UPLIFT FORCE = 6376 lbs (MAX. OF FIRST FLOOR UPLIFT FORCES) FIRST FLOOR DEAD LOAD (OL1)= 2571 lbs+ 3107 lbs + 792lbs+ 792 lbs = 7262 lbs HOLODOWN FORCE= 6376 lbs -7262lbs = -886 lbs 1, OF NEW Y`• NO PHYSICAL HOLDDOWN REQUIRED 9 `1 C Wu FIRST FLOOR CORNER STUD CONNECTION Yw 0'8151 16d COMMON NAIL ALLOWABLE SHEAR (Z) = 164 lbs -•� FESS\O��/� UPLIFT FORCE = 5376 lbs (MAX OF FIRST FLOOR _ UPLIFT FORCES) NAIL SPACING (2 ROWS) = 2' H' Z = 2' 8 ft' 184lbs = 6 in O.C. U 6376 lbs # OF 114' DIA. LAG SCREW REQUIRED= U = 6376 lbs = 20 LAG SCREWS Z 320 lbs FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 6. ON CENTER OR USE (20) 114' DIA. LAG SCREWS P.2W W5072"12_24wide 302M..nry.A. Page 17 of 17 5/10/2005 DESIGN CAPACITY OF GALVANIZED STEEL STRAP: 1 1/2"x 30 Gauge Strap Fr 35000 psi Ft= 35000 x 0.6= 21000 psi Fw 35000 x 0.4= 14000 psi T .tw = (Ft) (Co) (W - Y) (t) Co= .1 W= 1.5" Strap Capacity in Tension: 21000 x 1 x 1.369 x 0.0157 = 812/2004 r= 0.131" W -Y= 1.369" 451.359 Lb �fr of NEW AUG. 02 2004 t- 0.0157" 2 10,8,4 l FHo��ss�°`' / AUG. 0 2 2004 CONNECTION OF STRAP TO TRUSS - LATERAL LOADS Species of Wood (Main Member Holding Point)= SPF Specific Gravity (G)= 0.42 Species of Wood or Type of Side Member- 30 Gauge Steel Strap Specific Gravity (G)= DNA Fem= 3350 psi Fes=45000 psi Re= 0.0744 Nail Diameter (D)= 0.162"(16d) Nail Length= 3.5" Nail Penetration (p) Into Main Member- 2.9843" Thickness of Side Member (ts)= 0.0157" Fyb= 90000 psi k1= 0.4864 k2= 62.124 KD= 2.2 Duration of Load= (CD)= 1 Cd= 1 Is Connection Into The End Grain?= No; Ceg= 1 Is Connection Used In A Diaphragm Construction?= No; Cdi= 1 Is Connection Toe -Nailed?= No; Ctn= 1 YIELD MODES: MODE I, (Eq. 12.3-1- NotApplicable for Wood -to -Metal Connections): D t, F„ 0.162 x 0.0157 x 45000 Z= Ko = 2.2 = MODE Ill, (Eq. 12.3-2): k,DpF. Z= Ko (1 +2R.) MODE III, (Eq. 12.3.3): kzD4F. Z= Ko (2 + R.) MODE IV (Eq. 12.3-4): D' Z= KD 0.4864 x 0.162 x 2.9843 x 3350 2.2x(1+(2x0.0744)) 62.124 x 0.162 x 0.0157 x 3350 = 2.2x(2+0.0744) 2 Fa F, 3(1+R�) 0.162' 2 x 3350 x 90000 2.2 3 x (1 + 0.0744) _ (Z) Min: 115.9655 Allowable Nail Design Value= Z x C. x Cd x C,s x Cdi x CW= 115.9855 x t x 1 x t x 1 x 1=116 Lbs Z'= 116 Lbs Number of 16d Nails Required: 451 116 = 3.89 Therefore, Use (4) 52.0241 Lbs = 311.6942 Lbs 115.9655 Lbs 163.1633 Lbs FROr'=SS�Oa i NEW YORK FACTORY CONNECTION SCHEDULE -110/90 AND 120/100 MPH WIND ZONESSEP 102094 A- ROOF FINISH: 01- Strip shingles shall have a minimum of six (6) fasteners per strip shingle. B - 5/12 AND 7/12 STANDARD ROOF TRUSSES: 01- 2x4 rail to truss top chord, the connection is (3) .131" x 3 1/2' nails for 110/90 mph wind zone. 02- 2x4 rail to truss top chord, the connection is (4) .131" x 3 1/2" nails for 120/100 mph wind zone. C - FOLDING OVERHANGS: 01- 1x6 outrigger to be 2x6. 02- Roof sheathing flip overhang joint to have (4) 7/16" x 1 1/2" x 16 Ga. staples. 03- 2x4 overhang nailed to 2x6 outrigger with (2) .131" x 3" nails. 04- OSB header to 2x6 outrigger connected with (2) .131" x 3 1/2" nails- direct each end. 05- OSB header to be flush with top and bottom of 2x6 outrigger and wrapped with a 1 1/2" steel strap at 48" o/c max. Strap is connected to 2x6 outrigger with (6) 7/16" x 1 1/2" x 16 Ga. staples on top and bottom of 2x6 outrigger. 06- Soffit and fascia are shipped loose because of the Field nailing requirements for the overhang to the side wall. D - TRUSS TO STUD WHEN TRUSS HEEL IS CUT EVEN WITH THE BUILDING AND TRUSSES ALIGN WITH STUDS: 01- SIMPSON LSTA24 STEEL STRAP. The strap extends from the truss top chord and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2" nails at each joint or (10) nails total used in conjunction with (1) SIMPSON HGA10 ANCHOR or Equal each truss with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate. E - TRUSS TO TOP PLATES AND STUD TO TOP PLATES WHEN TRUSS HEEL IS CUT EVEN WITH THE BUILDING AND TRUSSES DO NOT ALIGN WITH STUDS: Truss to Top Plates 01- (2) SIMPSON HGA10 ANCHORS or Equal each truss offset on each side with (4) SDS 1/4" x 1 1/2' screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate each connector. Increment Stud to Top Plate 01- SIMPSON LSTA18 STEEL STRAP. The strap is wrapped onto the wide edge of the plate and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2' nails at each joint or (10) nails total. F - TRUSS TO TOP PLATES - WHEN TRUSS HEEL IS NOT CUT: - 01- (1) SIMPSON H10 ANCHOR or equal each truss with (8) .131" x 1 1/2' nails, anchor to truss and (8) .131" x 1 1/2" min. nails, anchor to wall plate or (1) SIMPSON H9 ANCHOR or equal each truss with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (5) SDS 1/4" x 1 1/2" screws, anchor to wall plate or (1) SIMPSON H2.5 ANCHOR or equal each truss with (5) .131" x 1 1/2" nails, anchor to truss and (5) .131" x 1 1/2" min. nails, anchor to wall plate used in conjunction with (1) SIMPSON HGA10 ANCHOR or Equal each truss with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate or (2) SIMPSON HGA10 ANCHORS or Equal each truss offset on each side with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate each connector. G - WALL TO TOP PLATES - WHEN TRUSS HEEL IS NOT CUT: Increment Stud to Top Plate -1 Story Ranch or 2nd Story of a 2 Story Unit 01- SIMPSON LSTA18 STEEL STRAP. The strap is wrapped onto the wide edge of the plate and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2" nails at each joint or (10) nails total. Increment Stud to Floor or Ceiling Rim Band - Standard Unit 01- SIMPSON LSTA18 STEEL STRAP. The strao is fastened with (5) .148" x 1 1/2" nails at each ioint or (10) nails total. I - WALL STUDS: 01- When building for a 120/100 mph wind zone, side, end and marriage wall increment stud spacing is to be 16" o/c. J - EXTERIOR CORNER STUD CONSTRUCTION: 01- Side wall - (3) 2x6 studs with OSB fillers to obtain a 5 1/2" dimension. 02- End wall with no corner holddown - (1) 2x6 stud connected to side wall corner studs with (2) rows ..162' x 3 1/2" (16d) staggered at 3" o/c. 03- End wall with corner holddown (3) 2x6 studs with the first corner stud connected to side wall comer studs with (2) rows .162' x 3 1/2" (16d) staggered at 3" o/c. K- EXTERIOR WALLS: 01- Very Top Plate to Top Plate Connection -.131" x 3 1/2" nails at 6" o/c. 02- Top Plate to Stud Connection - (4) .131" x 31/2' nails. 03- Bottom Plate to Floor Connection - .131" x 3 1/2" nails at 6" o/c. L - EXTERIOR WALL SHEATHING: 01- Sheathing shall have all edges blocked. 02- For thickness and fastener type, size and spacing, see as built floor plan. doubled under exterior end walls. 01- See Drawings 7a_1 and 7a_2 for connection details. 03- For applications not addressed, see standard nailing schedule. IRC High Wind Connections -NY Revised.doc - 9/10/04 8 Q s o The N€t' SDS Surety Driver has a deep socket and magnetic lip is help provide a positive irsta latina for the SMS Screws. See the Anchor Systems Catalog for full Titan Screw details. The Simpson Strong-Drivee wood screw has a hex washer head for easy driving with a 3/e' hex head socket and a low speed drill. The built-in reamer and type 17 tip cuts a hole to allow installationwithout predrilling. Predrilling may be necessary depending on the type and moisture content of wood. Use s/az drill hit. [ykfA:RjN%JG:i s shn v Btat h u den�d fasteners czn expenenre w t environments Ace^rdinglyruse thispplications only (Titen and Si only)- CODES: See page 10 for Code Listing Key Chart. SDSm/s-Re (Driver) Titan Screw Anchors for Concrete } ry Identification on all SDS screw heads (SDSI/<x3 shown) SDS'/.x3 US Paten 6,189,851 APR. 3 G 2004 t. These loads Oso apply to masonry. Titan Hex Head U/nnd Crwurc ,.kfiowable leads for 608 sc:essn are based an testing per ASTM U1761. 2.Metric equivalents are listed by Diameter x Length. 3 Zinc = Yellow zinc dichromate. 4.SDS screws install best with a tow speed tY' drill with a 3a' hex head driver. 5. Woad -to -woad applications are based on a wood thickness of 111i side member- All applications are based on full penetration into the main member. 6. These loads are for 100% duration. They may be increaser) per me Nub. max cru = 1 aa. 7, DO NOT USE SD8xl.25" wood screws with structural connectors unless specifically stated in this catalog. S. SDS requires fah" minimum penetration and SUB requires W minimum penetration. O. New tested loads have been submitted to the Code Agencies, 70. The SDS screws with HBO finish will ORL.Y be supplied With Ihoir corresponding HDG or ZIl connectors CCU, ECCQ. Cast. Call. If Common Rafter Than HipNalley Rafter l Roof Pitch is... Roof Pitch becomes... Metric Conversion Dolt Diameter R'SuMn §lupe, 1/12 5 1 7/17 ' 3 - Igiperat etnyp'„ % mm 1 in 25 40 mm i 9 5 2172 10 � 2/17 7 1 H 0 3048 m 12.7. .3/{ '^. ' :'O s}�4atJ h 115s� '�T4Y12Nay{a "�d'i�'a�'a 191,. 5/12 23' 5/17 16 V4 4#e kN f r ZZi2+ 6/12 27 6/17 19 1."se e68�$Pas^ iIrl„�yy ^47/723 s•53A,�'7/17. Use these Hoof Pitch to HipNalley Rafter Roof 9/12 37 9/17 28 Pitch conversion tables only for hip/vallev rafters 10/12 a0 10/17 30 that are skewed 45' right or left. All other skews 11iT2 4 ',42 ci ; 7 . 33wy will cause the slope to change from that listed. 12/1'2 _'x3y �,1X17i s US Standard Steel Gauge Equivalents in Nominal Dimensions 'w"e Appryx)male,. auto Is:� - r=.Irnenmon`r - � s a jR,i Fal} 1 dated�x.. ONE A.. ry o�.11k m jee�1� anSY _ �+�`i# i� rens r �T l;'•^ - 3 1 6.0 0.239 — — 7 Xie 4.5 0.179 0 186 0011ww,rop3 5T z'134 D 38.. 11?4, i 1', ie "Yax'1�at41.2 5n 12 2.7 0.105 0,108 0.110 14 "y„ 2.0 0.075 0.078 0.080 vi6 d` y"v”]"a b'btu'ga` on52� p�`nsg". 20 J5a 1.0 0.036 1 0.040 0.042 22 X, 1.0 1 0.030 i 0.033 0.035 Steel thickness varies according to mill standards. 13 SPALLING LOAD REDUCTION! If strap is bent horizontal 90' during installation, and then bent vertical for nailing to the stud, concrete spelling could result. Load reductions may apply, see installation note. SPALL REDUCTION SYSTEM FOR STHD AND HPAHO FEATURES • Secures holdown to wood form -board. • Allows for proper side -cover. • Keeps strap vertical. • Prevents tilting or twisting of strap during the concrete pour. • Uses one 16d duplex not. BENEFITS • Greatly reduces spelling and costly retrofits. 1W • Prevents strap movement parallel and perpendicular to plate. • Decreases possibility of misinstallation Keyhole Feature of strap to wood member. Patent Pending • Simple to use: - Common jobsite nail. - No additional expense. When using keyhole feature, care should be taken when removing form hoards. If concrete is not set, the duplex nail will move the strep placement. V RJ' after the model indicates STHDs for rim joist applications, e.g. STHDBRJ. 2. STHD I4RJ on 8'stemwall requires 30-16d sinkers, with the (le) load at 133% of 4960 lbs 3.1 Go commons or 12d common nails may be used with no load reduction. 4:Mimmum nail end distance to prevent splitting is 10 x diameter, 11,4" for 10d sinkers, 10d commonand 12d common. 5. For two pour with 4' slab or less. The STHD14 load at h^ edge 2000 psi is 3235. The STHDt 0 at the same condition is 2035. Post Tension Cable Places in a Garage Footing RETAIL 1 When installed on a raised curb, use Stemwaii installation and loads (page 32) (re6ar required). 6.Allowable loads have been increased 33% and 6D% far earthquake or wind loading with no further increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line interpolation for corner distances between 1/2' and Is. b.STHD14 and STHD14RJ installed on HF,'SPF: the Is load is 5289 be Ihle ion red) DETAIL 2 1. Minimum concrete strength is 2500 psi. 2. Post tension steel is minimum %z" diameter, Torre, low-relaxahan strand in accordance with ASTM A416, Grade 270 ml, with a guaranteed ulfimate strength of 41 3 k. 3. Anchorage is monostrand-type anchor system with current ICBG approval using a ductile iron casting of at least 2.25'x 4.5" of bearing and reusable pocket formers on all stressing ends. 4. It is the designer's responsibility to p[ovide reinforcement to be coldl and to resist bending stresses in the foundation due to anchor uplift. s n s 31 fiancr. ode. N n ne m R .. me- $ h' Min 13-16d 2705 170 HPAHD22 � 8 Mm 26-16d 4574 ! oD sni exp 6;�Sk=. Ifl'72' 7STHDnJ Min 24 -16d -sinkers 2055 32 8' Min 24-16ci sinkers 2345, STHD10/ pz' Min 28-16d sinkers 2055 STHDIOHJ 10" Min 128-16d sinkers 3185 1. Minimum concrete strength is 2500 psi. 2. Post tension steel is minimum %z" diameter, Torre, low-relaxahan strand in accordance with ASTM A416, Grade 270 ml, with a guaranteed ulfimate strength of 41 3 k. 3. Anchorage is monostrand-type anchor system with current ICBG approval using a ductile iron casting of at least 2.25'x 4.5" of bearing and reusable pocket formers on all stressing ends. 4. It is the designer's responsibility to p[ovide reinforcement to be coldl and to resist bending stresses in the foundation due to anchor uplift. s n s 31 NEW HRS; a heavy 12 gauge strep tie, provides greater support in 31/z'; either fill every nail hole with 1 Odxt Ih' nails or fill every other nail construction and repair of hone projects. Straight lines and chamfered hole with 16d commons. Reduce the allowable load based on the size and quantity edges for better appearance, easy nailing panes for connecting the of fasteners used. The LSTI light strap ties are suitable where gun-nailing is sides of 2x members. necessary through diaphragm decking and wood chord open web trusses. The MSTC series has countersunk nail slots for a lower nailing profile. FINISH: PS-HDG; all others—galvanized. Some products are available in Coined edges ensure safer handling- 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 ridge ties. LSTA and MSTA straps are engineered for use on 1 W OPTIONS: Special sizes can be made to order. See also HCST. members. The 3' center-to-center nail spacing reduces the possibility of CODES: See page 10 for Cade Listing Key Chart. splitting. For the MST, this may be a problem on lumber narrower than Allae s y TTn. NQLL 6LL I E' LL y �iN _ I L C I Q � LL v T N r 3'r Q LL 1 F o 1 3 Z m —w ST g y i HRS sp z '^= LSTA and MSTA FHA Z MSTAM36 (Pilot holes not shown) I_W +•ty 1 � . MSTC28. N F= y ---- -- -- �' w HST w MSTI MST LSTI u r, m 2Yz' HST2 and HST5 HSHSTS 11h 3' HST3 and HST6 HST3 HST6 - ST2115 N F- -1 ST9,-STI 2, ,. ., ST18, ST22 •'�^'rte � � , V. Typical MSTI Installation Typical (MIT hanger shown) HRS Installation Typical LSTI LSTI similar Installation 130 SIMPSON` a Mode Gay �PRE".';yL '*"'fasteners o- lh8111S D sl �- x. ;- r�ya(Tatal) n .r�:�.'Nal1s.vasr- ik to a le Tenszfan Atlawahle° BSIdn� -`Loads i33 T° 16Ua. MD LSTA9 1%+ 9 8-7Od. 645 775 555 665 LSTA12 11/4 12 10-10d 805 970. 695 830 LSTA15 11/4 15 12-10d 970 1160 830 1000. 7,62,90 LSTA18 1/a 18 14-10d 1130 12235 970 1165. LSTA21 LSTA24 20 11/4 1'/4 21 24 16-10d 18-10d 1235 1235 1235 1235 1/110 1235 1235 .1235 ST292. 2'16 95A6 12-16d 1120 1255 970 1160 ST2122 2/1 12"Ye 16-16d . 1505 1535 1290 1535 3,39,88, ST2115 3'4 1635. 8-16d 665 665 665 665 104 ST2215 2'/.. 165/,6 20-16d- 1880 7880 1625 1880 1O - S 7, 62,90 MSTA30 11/4 30 2 2-1 Od 1835 2050 1585" 1900 MSTA36 11/4 36 26-10If 2050 2050 1870. 2050 ST6215 2Y,e 165/,6 20-16tl 1895 2095 1640 1970 STS224 21/te 235A. 28-16of 2540 2540 2315 2540 3, 39, B8, ST9 lY4 9 8-16d 755 910 655. 785 104 ST12 16 11/4 11s/. 10-16d 945 1135 820 1 985 5718 1'/4 173'4 i 14-16d 1325 1420 1150 1380 - 3, 39, 88 ST22 VA 21% 18-16d 1420 1420 7420 7420 MSTC28 3 281/436-f6d Sinkers 3000 3600 2590 3110 MSTC40 3 401/4 52-16d sinkers. 4335 4585. 3745. 4495 MSTC52 3 521/4 62-16d sinkers 4585 4566 4465 4535 9,23 HRS6 its 6 6-1 Do 525 630 455 545 HRSB ID, 8 10-10d 875 1050 760 910 160 HRS12 fse 12 14-10d 1225 1465 1065 1275 FHA6 1IA6 63A 8-16d 870 .975 705 845 FHA9 1'/i, 9 8-1 Bid 850 975 705 845. FHAl2 11'/,c 11% 8-16d 810 975 705 845 FHA18 12 PA6 173'4 j B-1 Bid 816 975 705 845 FHA24 111. 23'/o I 8-16d 810 .575 705 845 3,39,88 FHA30 1'/1.. 30 8-16d 810 975 705 845 MS 26 2%6 26 25-10dx71/z 2305 1 2830 2045 2455 MST136 - 2/,. 36 36-10dx11A .3265 3915 2830 3400 MSTI48 2'A. 48 48-1 Odxit/z 4300 5080 3775 4530 MSTI60 21/,6 60 fi0-10tlz1%z 5080 5080 4720 .5080 "M57192 2Y,a- 72 64=tOdzPk 5088 5080- 5080 5080 3,39 1:1dnade include a'9'R or 60%. load dere9ian mcreaae an the fasteners ler seismic or wind loading. Lot DO NCT irdade a 3 % stress mores or. tba staid capas11j. 8sisr tc paye !,,to; farther szp:ansfmc. 2-iOdxPh'nads maw sd6stif0teH where 1Ftl sinkers are specifed at-0.8UHithe labdeloods. 3.104 commons may be substituted where 16d sinkers are specified at 100% of tattle loads. 4.16d sinkers (9 gauge x 3/7 or find commons may be substituted where 16d commons are specified at 0.85 of the table loads. 5. Use half of the nails in each member being connected to achieve the listed loads. 6. PS strap design loads must be determined by the building designertor each installation. Bolts are installed both perpendicular and parallel -to -grain. Hale diameter in the part may he oversized to accommodate the HDG. Designer must determine if the oversize creates an unacceptable installation. 7. For overlap splice details, refer to T-CMST SEAM and er DIST, Typical LSTA Installation (hanger not shown) Typical LSTA Installation (hanger not shown) CODES: See page YO for Code Listing Key Chart. 7048 ! - Irnenaten OIdde: o a' P5218° - °• 2 1B 14 i'e PS418` 7 4 1 18 4 1 eu 780 PS720° 6�/a 20 I e 1/4 voice[ 5728 Istallation 131 . SIMP-SO_ N Hg� SEISMICAND 1[1 HORRICANE-TIES - - NEW! H14 is the high uplift hurricane tie. It can be installed with rafter nailing flanges facing inwards or outwards. The H2SA is designed for easy installation, with higher uplift loads to meet new code requirements. H5A has installed cost benefit, it only requires 6 nails, to meet lower uplift requirements. MATERIAL: See table FINISH: Galvanized.. H11Z-Z-MAX. Some models available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5. 6' 06 ' 5f " 4 H2.5A •r z'Iw (fjrl'o�/ [ 2 9t{SrNa(�t Sara 1n H2.5 H1 � H2 1�s, INSTALLATION: • Use all specified steners. >ee General Notes. • Ht can be installed with flanges facing inwards (reverse of H1 drawing number 1). • H2.5, 113, H4, H5, H5A and H6 ties are only shipped in equal quantities of rights and lefts. • Hurricane Les do not replace solid blocking. CONES: See page 10 for Code Listing Key Chart. rK-1A H5 U.S. Patent 4,714,372 W H4 U.S. Patent 4,714,372 M (H10R similar) 1. Leads have been increased 33% and 60% for earthquake armed loading 4. When cross -grain bending or cross -grain tension cannot be avoided, with no further increase allowed; reduce where other loads governmechanical reinforcement to resist such forces should be considered. 2.Allowable loads are for one anchor. A minimum railer thickness of ZEA" S. Hurricane Ties are shoran installed on the outside of the vrnll for clarity must he used when training anchors are installed an each side of the Installation on the inside of the wall is acceptable. For a Continuous joist and on the same side of the plate. Load Path, connections must be on same side of the wall, 3.Allowable uplift load for stud to bottom plate installation is 400 ins (H2.5T, S.Smtrham Fine allowable loads for l i-".: 14H Ihs ; i3J,r,60), 3901bs (H2.5A); 3601bs (H4) and 310 lbs (HS). 55u iso (fr iaigrgi'f$.ill,IGl end 296 us f:e ialerwi is'i/iba). 136 S U V H1 Installation H2 Installation H2.5 Installation (Nails into both top plates) H2.5A Installation (Nails into bath top plates) 0144 Installation im {H2.5 similar) (see footnote 3, page 132) H6 Stud to Band Joist Installation HS attaching �J rafter to double top plates F, ---F9 HIO-2 Installation ® (N117 similar) H5 Installation (Nails into both top plates) 115A Installation (Nails into both top plates) H8 attaching 0 stud to sill (4-8d into plate, 5-8d into stud) 77 is 1 � II a -t ®H9 attaching truss to top plates H9, H10 and H10R optional positive angle nailing connects shear blocking io rafter. Use 8d common nails. Slot allows maximum field - bending up to a pitch of 6/12, use 75% of the table uplift load; bend one time only. 0 H14 Installation to double 2z header Z FF!7N COMMONS TO - PLATES. FILL ONE OF THREE HOLES TO H14 51 BOTTOM FLANGE. Hurricane Tie Installations to Achieve Twice the Load (Top View) 4. WALL TOP PLATED' UP PLATEI Is i Install diagonally Nailing into both sides of across from each other a single ply 2x miss may In. minimum Zx miss. cause the wmd b split. 137 138 The H16-2 series has a presloped seat of 6/12, ford a uh I a trusses. The H connector series provides wind and seismic ties for trusses and rafters. The prostrated az2 seat of the H16 provides for a tight fit and reduced deflection. The strap lengthprovides for various truss height up to a maximum of 131/2" (H16 series). Minimum heel height for Hl series is 41, The HGA10 attaches to gable trusses and provides good lateral wind resistance: The HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to double 2x4 top plates. Double shear nailing allows for higher lateral resistance. MATERIAL: See table FINISH: Galvanized. Some products available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5. INSTALLATION: • Use all specified fasteners. See General Notes. • The HGA1 OKT: screws are provided. • HS24 requires slant nailing only when bottom chord of truss or rafter has no slope. • Hurricane Ties do not replace solid blocking. CODES: See page 10 for Code Listing Key Chart.,. 2 Z H16 and H16S Presloped at 5:12. Pilch of 3:12 to 7;12 is acceptable Del hei won Install 4-10dx1'S to Install 6-10dxi'h inside edge of 2x to lace of 2x H16 Installation H15 (H15-1 similar) Pilch 0:12 In 7:12 , H15 Installation HGA1D Installation to Double Tap Plates p HS24 S - I a - d ' ptft r )SPI a` 3YY. ., 1�1h1c aAv 11 e rind r.it [ 6 i 3` )r 3 BD ' � x 'i HGAI0KT 14 4-SDS'/<xt h 4-SDS%4x3' — 1523 435. 435 11651 940 tib' 1L60j d� r HGA1D Installation to Double Tap Plates p HS24 S - I a - d ' ptft r tide a` 3YY. Canada Patent aAv 11 e r.it [ 6 i 3` )r 3 BD ' 'i HGAI0KT 14 4-SDS'/<xt h 4-SDS%4x3' — 1523 435. 435 11651 940 1 375 375 870 815 1L60j d� 9,62 H15 16 4 10dx1'Fz 4 10dx1 /212 10dx1 /2 6070 1300 1300 480 I — 1120 1120' 410 6, 36, H152 1161 410dx1V2 410dx1Y2 1210dxl/z 6070 1300 1300 480 112011204101 143 'G`fi s �t .1-P, 1STdx�s"�.�a� •� •r #:��.r - ria�2�5 ?sA.,. 'iu �i H16 2 18 2 10dx1Y2 10 10dx1'/2l 4582 14701 1470 — — 1265 1265 — Al 6-2S !181 2-10dx1%2 10 10dx1'k1 — 4582 147014701 — — 1265 1265' 1. Loads have been increased 33% and 60% for earthquake or wind loading 3.HS24 allowable loads without slant nailing are with no further increase allowed; reduce where other loads govern. 625 us (uplift), 590 Its (F1), 640 lis (F2). 2.When cross -grain bending or cross -grain tension cannot be avoided, 4.For HI6-2S, S =short. mechanical reinforcement to resist such forces should be considered. HGA10 ' Installation to Rim Joist 11•='1 HS24 U.S. Patents ' 4,480,941 y a and 6,603,580 3YY. Canada Patent _ a 1,193,418 HS24 Installation DESIGN LOADS 0 19.211 C/C (EFFECTIVE TRIG. WIDTH FROM ROOF) SPAN 14 FT. TOP CHID 'GO PSF LL SPACING 19.2 IN. TOP CHD 17 PSF DL i INCREASE. X BEIT CHD PSF CODE IBC TOTAL 77 PSF LOADS 0 19;2. IN C/C (FLOOR) •a....,q„ •••,FEVIN W"F.," TCIP CHD 40 PSF LL' t ///�///,,,p���[cl81F9FA�'; 'a�o�'d"s TOP DOT CHID CHD 15 PSF OL °O a TOTAL 55 PSF PSF C soY9Wq 3 G � EN41H J%S'-aw-a I�vRINt`. rnEEwx rc+�»ao THE STRUCTURAL ADEQUACY OF THIS BU WAS EVALUATED USING THE FOLLOWING 1 1 - THE OPEN JOIST WAS TESTED IN AI IBC 2000 SEC. 1713 IN-SITU LOAD ROOF TRUSS OR RAFTER I 0 TO 24 --I CANTILEVER/ 501 WALL OVERHANG. DEAD WEIGHT 7/16" OSB GUSSET(ONE FACE) FASTENED //'' W/ 7/16" X 1" 16 GA. STAPLES 2" 0/C L� / INTO THE CHORDS ......... 9 3/8. 50# CONC. DL LOAD .LOCATED AT ANY POINT 0 TO 16(MAX) L ALONG BOTTOM CHORD. CANT. (SEE CONC. LOAD DISTRIBUTED NOTE 6) 32 GUSSET BETWEEN TWO TRUSSES, 1981�j REACTION 168 MAX. THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: 1)IBC 2000 SEC. 1713 IN-SITU LOAD TESTS 2) 3) CONFORMITY WITH THESE SECTIONS AND PROCEDURES DOES 101 NECESSARILY INSURE COMPLIANCE WITH ALL GOVERNING ORDI_ NANCES, LAWS AND CODES. THE BUILDING ARCHITECT OR ENGINEER IS RESPONSIBLE TD AFFIRM ALL APPLICABLE REGULATIONS ARE SATISFIED. JORW ' SIROWATM 'Zlrt'x ¢ WITH 50# WALL DEAD WEIGHT 9-3/8" OPEN JOIST 2000 J (3X2 NO. 2 SPFIN UPRIGHT POSITION 1322# REACTION DO NOT SCALE THIS DRAWING FOR DIMENSIONS USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT THE SPEC- IFICATION OF THE DESIGNER OFSAID COMPLETE STRUCTURE.. ALL LATERAL BRACING SPECIFIED HEREON IS FOR 'BRACING INDIVIDUAL TRUSS MEMBERS ONLY. RESTRAINT OF LATERAL BRAC- UNIVERSAL FOREST PRODUCTS. INC. Qp INC AND ADDITIONAL BRACING FOR OVERALL STRUCTURE IS TO BE PROVIDED BY 3153 IHREE NILE RD. N. GRAND OF COMPLETE STRUCTURE. DESIGNER RAPIDS, MICHIGAN 49505 PHONE:(616) 364 -61ST (VOTES: 1) MANUFACTURING TOLERANCES. 1/4 IN. OVERALL HEIGHT 1/4 IN. OVERALL LENGTH -1 IN. VERTICAL POST PLACEMENT 2) BEARING ARROW INDICATE BEARING UNLESS OTHERWISE INDICATED. 3) OVERHANG AND/OR SOFFIT BLOCK MAY BE CUT BACK UP TO THE HEEL OF THE TRUSS AS NEEDED. OVERHANG MAY BE MANUFACTURED AT ANY LENGTH UP YD THE MAXIMUM SHOWN. 4) FOR OPEN JOIST SPECIFICATIONS SEE. HER 502 5) FOR LOAD CONDITIONS OTHER THAN SPECIFIED HERE WITHIN, SEE HER 502 6)TOP AND BOTTOM CHORDS BRACED CONTINUOUSLY BY RIGID SHEATHING 7 BASED ON F029BROI B ADDED CONC. LOAD NOTE ADDED ALT. CANT. DETAIL r .T ALTERNATE CANTILEVER DETAIL NO GUSSET REOD_ ASSUMING—NT AND BEARING CONDITIONS APPLY. END BLOCK I, 1 1/2" MINIMUM CANT. NOTTOJ EXCEED BLOCK I� LENGTH MINUS 1-1/2" ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED 5/8"=1' 51 rRUUUCTS, INC. - GRAND RAPIDS, MI, BR PREMIER BUILDERS 274 TLE o eY OPEN JOIST 2000 FLOOR JOIST F029810 18664 For cantilevers greater than 12e and less than 38w, Gusset Is required. See below for details. 7.00 F12 1-3-4 Opt, cut off 0-10-12 Opt. cut o% H BEH18A 8x8 c1 3 2 2x5 \\ 0 1 ) 0-1-12 5x61 0-10-12 15x5 = 5x611 8 2x6 \\ 3/4X3/58 Dado 0 TO 3-2-0 CANT. 3-2-0 LOADING (pan SPACING TCLL ]0.0 an Raise lnvease TCOL 7.0 1.15 Lumberinvease BCLL 10.0 1.15 Rep Stress ba BCDL 10.0 yE5 Col. BOCA/ANSI95 LDMBER 0. 62 IL TOP CHORD 2 %4 BW No.1 •Exmp(' 1)TNS truss has hem designed fmthe loads gene-ledby120 mph Willsal 3011 above ground level located l ed ham Me hurdennecean 552X4 SPE No.2, 352 X 6 SPF 2100F 1.8E allne.ASCE 7-98 aaupmepba and deciding edema)pressure BGTCHORD 2X4SPF21D0F1.8E 6 WEBS 2)(4SPFNa.2•Exoep- used. The design assumes OD PRRIycalegay ll, lenDin exposure C' and Intoonspressu-meMtlanlmrMWanl. Th 7-92 X6Eye USE 4-92X 3 SPF No3 -building Jbnenelunsara45ftby 24 tt If and veltlmis edst Meynre not exposed m Mrd. If mntilevera SLIDER -0IM dunked 'headhad or 510E ec path's, sushi and vehtimis. BOTCHORD Fluid rNIII, dlrec5y applied or 640 Re p2tly. 1 Rea, at mldpt WEBS 2-7 REACTIONS (blaze) 7 = 12AMMedlanlml 6 x-OlMedlanlml a - 168610-36 10-8-12 MONO 19-10-12 1 2-9-11 19,6 0 i 6 n. 375(lb) 5 4 O�BEHiBA Conn. 81 0-4-4-8 I I m (Ib) o X8 II H 0-1-8 7 it Ms GUSSET DETAIL 0-10-0 2-10-0 fyllRF.,, n, : - �, 1EIfi0 a e :�F Y "r't�. '',SSIONALr:f.. 0 TO 3-2-0 NT, 19132' Plywood/osb gusset (both faces) fastened Vol 16ga. staples and 100% structural adhesive. Add gusset any time cantilever exceeds 12" up to 38a maximum. Optcut off G 0-3-0 II ALT. KINGPOST DETAIL tFrq . Lam � R6shaaa h . � nO111aYa C .F -VIN W FAEEMAG Ayiafas ��yY�rEaix eFrp �� IQVIN YIL i FAEEWN CINL mN�v 42b'1 �O,tF,`VI$2PCAWffe IONlI EN, 4J SNO ATK A r. ACNP!PPPuED TOP CHOROLOAOS an SPACING BALANCED DNBALANCED 21.0/C 46.8 (P%r1 BCCSI TC 1 0.50 105.0(R n Weight 691b 0. 62 IL 1)TNS truss has hem designed fmthe loads gene-ledby120 mph Willsal 3011 above ground level located l ed ham Me hurdennecean NMb i aWx) allne.ASCE 7-98 aaupmepba and deciding edema)pressure 7 = 7911A1edhankad 6 members shall rant lie ml drilled, sliced, notched or ourelxise formed e4lu-pt eDden-10-1-1 used. The design assumes OD PRRIycalegay ll, lenDin exposure C' and Intoonspressu-meMtlanlmrMWanl. Th 8 186610$e -building Jbnenelunsara45ftby 24 tt If and veltlmis edst Meynre not exposed m Mrd. If mntilevera during Inerpedabon.EVRRDR m- onel be utlued modhng he lop Mor, Into place. -0IM dunked Max Harz -Rlunleae IndImIM. 3)P-0irrrgiN has to Russ Me buildne is put Iola seMce. 10) This Wss here been designed b mee1211IBC,Section Dooneae olfor mnnec5ons. 4]P -vi de meamnlcai mnneNon (by .Nara) of truss W own, plate 6-'178hoadrose 1) 0 = 584(bad 2) Max train D¢Qeas¢d gusset szE. AWARNING-Verify design pain -eters and READ Finaa NOTES emmu,, aa. o E irr BELnWE RD.ry f raw 4 ww,aa wrwm lets WnmaMa J'vue Whlnan MN1-ItoM Pan.a.t aNa,ifal FAN KS� ^3avnpwaah peFWIM,Mbe,.l r. esse 7 = 428(1oad ease 2) a = -649(batl mss 2) FORCES (1h) - Final Load Case Only TOP CHORD 1-2 = -159 3-3 5E = -212 7-9 -857 34 a E54 4-5 _ - BOTCHORO -774 1. = Va 7E -1156 WEBS 2-] = 1463 2A -1863 4-9 tFrq . Lam � R6shaaa h . � nO111aYa C .F -VIN W FAEEMAG Ayiafas ��yY�rEaix eFrp �� IQVIN YIL i FAEEWN CINL mN�v 42b'1 �O,tF,`VI$2PCAWffe IONlI EN, 4J SNO ATK A r. ACNP!PPPuED TOP CHOROLOAOS an SPACING BALANCED DNBALANCED 21.0/C 46.8 (P%r1 >OA (Psq 16'0/C 70.0(pso 105.0(R n DER In (Ioc) pdeR PLATES venrl(/LLn) -037 761 468 GRIP VRHOL) -0.41 7E -305 M1120 M1118 197/1" Hosz(Th) 4.02 7 Na 1 1411136 IsI LD LL Min Well =240 Weight 691b NOTES (711) 1)TNS truss has hem designed fmthe loads gene-ledby120 mph Willsal 3011 above ground level located l ed ham Me hurdennecean 51Fol"ng Idnlsbbeplaletlby Buegfi ddesigner:doinkt)4;'n.t'pbled. 6) allne.ASCE 7-98 aaupmepba and deciding edema)pressure This ones has been designed Who ANSIITPI I-1995 Work, 7) Tnlss meaiden6 for Me exla,m (2) no all 60 half top dbM and 6.0 at bolbm chord deed load are bdn9 members shall rant lie ml drilled, sliced, notched or ourelxise formed e4lu-pt eDden-10-1-1 used. The design assumes OD PRRIycalegay ll, lenDin exposure C' and Intoonspressu-meMtlanlmrMWanl. Th of he design engineer. 8) Progsions muni be made In prevent tribal movement of Me top dlou, -building Jbnenelunsara45ftby 24 tt If and veltlmis edst Meynre not exposed m Mrd. If mntilevera during Inerpedabon.EVRRDR m- onel be utlued modhng he lop Mor, Into place. seat tmyem expos"' W eend If PoMhea edsL Mey ere ml egwsed-b wind The lumber DOL Means- b t. 6o, and Ma plate SHIP lnereass 61.33 2) 0) Take precaution to keep he dwrds In plane, any bantling or W Seng of Mi M1inga plate must be repeiretl before -Rlunleae IndImIM. 3)P-0irrrgiN has to Russ Me buildne is put Iola seMce. 10) This Wss here been designed b mee1211IBC,Section Dooneae olfor mnnec5ons. 4]P -vi de meamnlcai mnneNon (by .Nara) of truss W own, plate 230a.10.7.12WO IRC R80210. 11) Tues may be Rut Won, vmdml line mpable err WidlsbntllnS 42616 uplift el Joint 7 all 649Ib uplift atpbl B. set. to avow, 12) Based on 1-11,1336W1 13) Deaeesed)o1n12 plate size hom 0x10. D¢Qeas¢d gusset szE. AWARNING-Verify design pain -eters and READ Finaa NOTES emmu,, aa. o E irr BELnWE RD.ry f raw 4 ww,aa wrwm lets WnmaMa J'vue Whlnan MN1-ItoM Pan.a.t aNa,ifal FAN KS� ^3avnpwaah peFWIM,Mbe,.l r. rnWalY.AµYk,p-ryypaagnpnmebx awwpmtlontlnmgvay-napxWpi%yp s-ryof, of,.."... WaaV e„anr--lava Yulp..0 , Ir..aanpvly mampennry. Maw I,npvW M4"9M yuua aNplpypuNv>vuaWana tiv wpa®aryyYeeWm.AEaYbrLpmm .h =N LtWv (tiv enntl,IrvaWakM ....... bdna WpN�9 Lu19r,v.Fvpvval PY]ace hWaNnv labvaM.WIM1mw4 rN'ays. Cetl o5eaaervwe6l>� LLyy areReal MarAlryba[lp all �MmwN MaM9. e'+vua NSrJp DuaAlysWgara, red antyp gaayupetl ew, ayy Ma, Napaw, Wl1]119 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Soffware Version 3.6 Release 2 Data filename: 0:\REScheck 380-\38459.rck PROJECT TITLE: Advanced Cost. / Luniewski COUNTY: Suflk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.11 DATE: 05/20/05 DATE OF PLANS: 5-20-05 PROJECT DESCRIPTION: Job Number: 38459 Prepared by: John Koehler DES IGNER/CONTRACTOR: Premier Builders, A Division ofMuncy Homes, Inc. 1567 PA Route 442 East, P.O. Box 337 Muncy, PA 17756 PROJECT NOTES: 1- Calculations reflect only that portion of unit assembled in the factory. 2- Builders or contractors may supply and install the required floor and/or 6undation wall insulation. 3- For basements remaining unconditioned spaces, the builder shall enclose the basement stairs. The walls surrounding the basement stairs shall be insulated and protected with a vapor barrier. The builder is responsible for supplying all materials. COMPLIANCE: Passes Maximum UA = 495 Your Home UA = 414 16.4% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss OF New Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value -Value -Factor 1430 44.0 0.0 39 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 co}npliance with this Code. Builder/Designer Date 2� �� Wall 1: Wood Frame, 16" o.c. 2981 18.0 0.0 160 Window: 30 x 37 W: Vinyl Frame, Double Pane with Low -E 31 0.330 10 Window: 42 x 57 W: Vinyl Frame, Double Pane with Low -E 266 0.330 88 Door: 36 x 80 9 Lite: Solid 22 0.350 8 Door: ro=60"X82": Solid 34 0.570 19 Door: ro=72"X82": Glass 41 0.570 23 Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 1434 19.0 0.0 67 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 co}npliance with this Code. Builder/Designer Date 2� �� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Soff ware Version 3.6 Release 2 DATE: 05/20/05 PROJECT TITLE: Advanced Cust. / Luniewski Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-44.0 cavity insulation Comments: AbovaGrade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-18.0 cavity insulation Comments: Windows: 1. Window: 30 x 37 W: Vinyl Frame, Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe katures: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Window: 42 x 57 W: Vinyl Frame, Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe katures: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door: 36 x 80 9 Lite: Solid, U-&etor. 0.350 Comments: 2. Door: ro=60"X82": Solid, U -factor: 0.570 Comments: 3. Door: ro=72"X82': Glass, U -factor. 0.570 Comments: Floors: 1, Floor 1: All -Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: 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. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm -in -winter side ofall non -vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manulacturer's installation instructions Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals hr all 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 building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned 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- Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). 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 fru each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible 5replace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building 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 circulating system. [ ] Insulate circulating hot water pipes to the levels in Table L 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/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating_ Mains and Runouts Temperature ( F) -Uto 1" -V to 1.25' 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes NOTES TO FIELD (Building Department Use Only) Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25' to 2" 2,511 to 4" Heating Systems Low Pressure/T emperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 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) 12/29/2004 15:51 516-466-4487 NYSDOS CODES STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET' ALBANY, NY 1 223 1 -000 1 GEORGE E. PATAKI GOVERNOR December 2.9; 2004 Mr. Robert E. Hoffman Director of Engineering Muncy Homes, Inc. P.O. Box 246 - Route 442 Cast Muncy, PA 17756 PAGE 02/03 RANDY A. DANIELS a ECRETAR OF stnt[ RE: M 1387-02-070 RENEWAL System approval - CONDITIONAL Dear Mr. Hoffivan: in reference to your written request dated December 9, 2004, your original approval dated December 18, 2002 to construct Factory Manufactured Detached One- and Two -Family Dwellings and Multiple Single - Family Dwellings (Townhouses) System of Models designated M 1387-02-070; is bereby renewed as authorized under 9 NYCRR 1209. This approval will remain in effect until December 18.2006 unless sooner revoked, and is subject to renewal thereafter. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: I.'Cbe 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 pivision 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: U.I Cover 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 Concervenion Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. Occupancy classification Construction type classification General notes index of drawings WWW,[1O$.$TATE. NY.U$ � E'MAIL', INFO(D�D09.9TATE.NY. Ua 12(29/2664 15:51 518-486-4487 NYSDDS CODES Robert E. Hoffman December 29, 2004 Page 2 PAGE 03/03 - 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 GFCI Interrupt protection 1. 1.4 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, drifting 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. 1.3 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 permit 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 conduciquality control review ofpetmit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code ofNewYorkStatc. 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 originally submitted set of plans and by this qualifying letter dated December 29, 2004. 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 Ronald . Piester, R.A. Director Division of Code Enforcement and Administration cc: PFS Corporation File 02-070.wpd BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /05 APPLICANT: DATE SUBMITTED: / /05 SCTM# DISTRICT: 1,000, SECTION: /�� , BLOCK: .3, LOT: SUBDIVISION: AZI C116 ADDRESS: tRte, r4vs Zgb CITY: ZONING DISTRICT CONFORMING? yes BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO '/ BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED xio NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN. 1997 100-25. Merger.(A nonconforming at anytime after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE: /-127,4 REQ. LOT COV. ACT. LOT COV.,- REQ. OV./REQ. FRONT Sv PROP. FRONT i;EQ SIDE _ACT. SIDE / REQ. REAR su PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A& ioOD c ESTIMATED PROJECT COST: i` ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # 4YV FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY H DEPT: OS or NO, (BED #): fl DTE:.Z / .7 / PERMIT #: TOWN SEPTIC RECEIP : Y r N SEPTIC CERTIFICATION: Y or N / NEW YORK STATE DEC: PRE -DEC 9/1/7�r NO DTE: � /.?0 /1—PERMIT #; SOUTHOLD TOWN TRUSTEES: �r NO DTE: /75/ PERMIT #:mak/tea TOWN ZONING BOARD APPROVAL:YES o , O DTE: //_ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES oXN DTE // PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 21!! r NO NOTES: Cele" ;r�GlpO) — 44 FEE STRUCTURE: FOUNDATION: — SF FIRST FLOOR: Ad SF s a SECOND FLOOR: / y0 `% SF & a yU OTHER: SF INIT TOTAL: ' 'f 0 P SF FEE 0 SF)- SF)= g �SF X $ Z. ( SF)- ( SF)=. SFX $ =$ +$ OTHER TOTAL FEE FEE +$ _ $ / 10 %moo orj 3.( SF)- ( SF)= SFX $ =$ +$ +$ = $ FINAL TOTAL: $ 2 37 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA- ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS.: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT*** Date: 08/22/05 Receipt#: 23891 Transaction(s): Reference Subtotal 1 1 Septic Permit - Operation - Resid. 4291 $10.00 Check#: 23891 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: FRAN Internal ID: 4291 Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 07/29/05 Receipt#: 23678 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3493 $10.00 Check#: 23678 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 Clerk ID: LINDAC Internal ID: 3493 \1 ■ 20 I TYP SINGIE MOOLLE 2 20 3 MODULE RANCH FLAN 2, 5RLT BOX 2t RLT`ERNT'E 2 STORY 8e 12/2 for ,ON for ZD 1 3-22-91 ?ON for 2, i -22-9i CONST. DFTAIL5 3-22-31 CONST. D�j RILS 3-x-91 CONST. DETRIL5 1 3-22-91 CONST. DETRIL5 1 3-22-31 ION for 20 1 3-, 33 3-22-91 3-22-91 1 _3-98 Iso bll1GUULtS C NOTES 1 3-22-91 '10-1-2002 1 1 2e I T7P 'V -N PL?N `--22-31 :0-1-2002 ]4-'- 2b I TYF CAPE PLAN _ I3-22-31. ILC^1-2002 76 2- TYE RRI3EE R,NC' =_-22-31 1L -i-2002 is 2d TYP R4NC4 EEL 3-22-91 1L�� 2002 1 id 2e _ 1 TYP RRNCC TE 3-22=1 110-i-2002 (7e 2f TYP SPLIT L_- E_ iy 3-22-91 ILO 1-2002 7f <c S'LTT 13-22-21 i10-1-2002 J FRH RATED RSSeMBLY OETRILS RPNC1 I STORY- LFRMTLT 4d FOUNDRTIGN for — 9 7o 7o1 tO-1-2602 R -D OR 2 F cnILY I }22-91 -1-2002 4e 2' G^_ RRN�4- I FRrSLY 10-1-2002 ILD-_ 7i Sf I ATTACHED OR 2 FR'JLY 13-'d-91 2002 I 7i 21 TY?Q STORY_ 13'22-91 LO -1 20027k 3-22-91 2k 2 STORY- 2 FAMILY 3-22-01 0=.-2002 71 ak 2 STORY UPPER/LOWER 2 FAMILY 8-14-93 FIG -1-2002 7. 21 1 ENO TO FNO s?; c I'.- a_oo_o. nn_._onnc i . ,_ 20 I TYP SINGIE MOOLLE 2 20 3 MODULE RANCH FLAN 2, 5RLT BOX 2t RLT`ERNT'E 2 STORY 8e 12/2 for ,ON for ZD 1 3-22-91 ?ON for 2, i -22-9i CONST. DFTAIL5 3-22-31 CONST. D�j RILS 3-x-91 CONST. DETRIL5 1 3-22-91 CONST. DETRIL5 1 3-22-31 ION for 20 1 3-, 33 3-22-91 3-22-91 1 _3-98 Iso bll1GUULtS C NOTES 1 3-22-91 '10-1-2002 1 1 ,>-cc-x 3-22-91 3-22-91 ?-22-91 13-22-91 3-22-91 3-22-91 9-24-93 }22_01. 22-91 1 3c ST.RIICTURRL 5CHE0. 6 NCTE3 3-1-93 11D--1-2002 9n FERE RA=1 ASSEMBLY DETRIL5 I1tr1-2002 pu-1-2002 Y HOMES DIVISION FLOOR: 40 PS LTVLNG - 3 ? - 0 SF SLEFING FOR RPPLICR6LE STRTE BOISDLNO DODEs z DISCRETE DO.5 w MRvwG TIR sw+E sPE�- 3_22-91 2 FRMILT EECT 6 HEST `or 20 4> FOUNORTION for 2>.b,>m,ot 3-22-91 ln_-1-20G2 OECCS RNC BALCONIES: '00 PSF FIRE RATED ASSEMBLY DETRIL5 S 4b FOONORTION for 2c 3-22-91 1C- 2002 9b 2 FRMI' Y 3-22-91 10-1-2002 4c FOUNOH IION for 2d,e 3-22-91 10-1-2002 FRH RATED RSSeMBLY OETRILS GROUNC SNOW LORD P 45 MIN - 85 MAX PSF - 4d FOUNDRTIGN for — 9 '- 22-91 tO-1-2602 9c 3-22-91 UPPER/LOtJER - 2 FRMP-Y ,tri -2002 4e FOUNDRT1 ON For 2". 3-22-91 10-1-2002 9c_3 GRRSGE FIRE .RRTED ASSFf18LTE5 10-1-200210NR- Sf I FOUNORTION 'or Z 3-22-91 10-,-2002 ' 5r ZERO-LOTiwE FIRE RATED - 3-2255 4 FOUNORTION for Z - 3-22-91 ISD-_ 'c 082 3d I 11-18-98 ASSEMBLY DET. - 1 ST6RY 10-L-2002 2n�3-22-91 10-1-2002 9e I A RCHBLTJDET. - 2R STQRYED L+ -1E-96 2A.p '--1-93 X110-1-2002-1-2002 - JCY HOMES, INC. - PLANT LOCATIONS - NOTES - -- Sb Sc Sd Se Sf 59 59_1 S 5 •-��• •'-� ��� ELECT 6 HEAT for 26 IELECT d HEAT `or 2c ETECT d HEAT for 2tl,e,f, I ELECT 6 HER' for 21 ELECT 6 HFRT for 21 ELECT 6 HERT for 2jA ELECT 6 HERT for2k ELECT 6 HERT for 21 ELECT 6 HEAT for 2m ,>-cc-x 3-22-91 3-22-91 ?-22-91 13-22-91 3-22-91 3-22-91 9-24-93 }22_01. 22-91 ISu-i-�Z I 10-1-2002 10-1-2002 10-1-2002 0-140W 10-1-2002 10-1-20P2 10-1-2002 101-2002 1 1-2002 TYPICAL HVAC DUCT SYSTEM LOb RANCH RNO CRPE MODELS 5-1-97 TTPIC.gL HVRC DUCT SYSTEM IDA 2 STORY MOOE15 5-i-9] - T 1• DE`JIGN LORDS: L sE CRTR PIRTE PM] PAGE$ •3 6 Y Cf OL nLAW_ Ss ELECT 6 HEAT -or 2n 3-22_91 pu-1-2002 Y HOMES DIVISION FLOOR: 40 PS LTVLNG - 3 ? - 0 SF SLEFING FOR RPPLICR6LE STRTE BOISDLNO DODEs z DISCRETE DO.5 w MRvwG TIR sw+E sPE�- Sk EECT 6 HEST `or 20 PR ROUTE 442 EPS T, P.O. BOX 325 OECCS RNC BALCONIES: '00 PSF DR REVERs>D RWM RRP3'NGeSENT CAO/aR S ELECT 6 rE—,T for 2p 3 t 33 ILC -1-2002 - Y, PR 17750 WIND: SO MIN'. - 120 MAX- MPH (3 SECOND GUST) _ vrnr0 SSL BE lwTlo� ITIB Sm ICT 6 HE9- for 2q 3 22-93 10 1-2002 GROUNC SNOW LORD P 45 MIN - 85 MAX PSF - 1 OR� W w flNr nRwEa - Sn E_ECT 6 HEAT for Zr9' 3-22-95 110-1-2002 C2 -. .: ._._ .. DRRWLNG MODEL 2m I5 LIMITED TO R HRXIMUM _._ -OF s. BBR TO= ArU sHDuiER RLW LRrours sHAu eE — OlR FLtirLY.EA£SERn"3�.._, 5o _ `or 2t I E FGT 3-22-95 10-1-2002 - :IDR BUILDERS DIVISION,_ Pg 76 PSF. ANDR09Stlibn_tBE =r -5EE aw vFxr ffiml BE dnFLll-li ImH 5r - HEAT for 2t - 3-2255 10-1-2002 PR ROUTED 442 EAST, P.O. BOX 344 USE GROUP: DETACHED ONE S TWO FAMILY 'w um RDD' rnns. RRFns. LvP vExr Aro EGREss Y, PR 177.,0 DWELLINGS ,RNO/OR TOWNHOUSES l nqr� �D � BED I CONSTRUCTION TYPE: UNPROTECTED V 6 f1WInW LIGHT AND YENT Srox1 8E -mrwlrn �rtix - IEA BUILDERS DIVISION SEISMIC DESIGN CATEGORY: B. C OR Ol D. 'R06" mns, R¢<rs. Litiir, vert a� EGRESS . DR IifleRRSLE 5PRCEs s BE m'rE>Eo vmi 6A M15CELLRNEOUS DETRIL5 3-22-91 10-1-2002 - PR ROUTE 442 FRET, P,O, BOX 337 TOWNHOUSES RRE LIMITED TO SEISMIC DESIGN s C -0s 5 rwr BE a+T Sig ARD P DD,D Rurw>.,R, `3- - TYP PWnBING -RLL MDOE_5 3-22-91 10--1-2002 T, PR :7756 CATEGORY B. DETRC:-IED ONE RND TWO FAMILY DWELLINGS w UM ROOM m ARERS, LDD T, w f EGRESS FOR r 8RABLE S .= SI 2E m LIE, VR C,_csEB IMAGE I Bbl PLUn9ING for 2I,k, l 3-10-97 1 30-1 -2002 - LOCPTED IN SEISMIC DESIGN CATEGORY C ARE DR w"s SCE'D Rs r 97AeLEI D, OZ Ena_L C r tirsm rRBITRELE s ICE 3c PLUneING for 21"."'t} -c2-9! 1D -i-2002 EXEMPT FROM THE SEISMIC REOUIREMENT5 OF RMREMATE. EEE 5H' fis 7. FOR DOOR SND 1 0.sa•.Encn -s, �uExGr S RY, THE RESIDENTIPL CODE OF NEW YORK STRTE. _RA.¢ EDAG E. FOR SECON3 f 03R rare DLTpn E SORR./PG, 'Ib, JP. 1 n ]Q FOR LOCRTION OF THIRD PARTY L.RBEL WUL a BML lotrw�'PEn r� OF T�SrDrs CERTIFICATION LABEL RNC ORTA PLATE, SEE Ii«aA s-� srsren wrALED w Acscernce v ;+FPR m GENERAL NOTES - 2, NOTE -7, SHT SIB a sPelwzEe STs Is roT REWIRE v M STAY l 1 STORY 1E R EPSEMENi VI£w'E 1ME FLIISHE S BROC -- - P.FFLSCRBLE CAGES: - _..OF THE fLOOR re E - - - '- RESIDENTIAL CODE OF NEW YORK STRTE L'ARE RCN 6 Fit flDJVE i1z GRRIE 91Y£ DR z HARE TMw s ., ABDVE T� FIMSNFD DR¢W NYS ENERGY CONSERVATION CONSTRUCTION CODE FL LIFOR MARE Tn.. OF TIE TDT CO19P'LSRNCE SHPLL BE THROUGH CHAPTER 11 PEA`,_'TER OR E. MORE TMR u F=r R3nE Ina Fu�a,S:T roGaD o vAL SECTION '01.31 - NYS MECcnec4 OR - LCYE' Rr war PONT. FCR gPGTDAYB CHAPTER 5, SECTION 5G2.'L4 9. r7 R.9T`_D RSSErRLL,S. I JR4 DDI a __ WHEN USING CHPPTER ' - NYS MECchecb GCT CRLCULPTICNS SHALL BE DONE sr_ FOR EACH FOR EACH HOME I i Wind Speed 120 3 SG 1 FR LILY 1 ?MILT EL'.. i r STORY - 2 FDMCLT STORY UP. ER/LOWE !D TO END SPLIT - 20 L MOB - WIDE 2 STORY - 1 FRMIL 2q 3 nOCULE RRNOi - 1 FRMILT.- J 2r I SALT BOX - 1 FBMD-T j2t RLTERNRTE 2 STORY - 1 FR LY I X ADffATE5 M1WEL 6 PRODS GONTRLWo w -T N.R•BER OF PAGES W R'£ SET n NOT IIC uOAG COVER SET �RMINS s1.BnITiEO W L.rSS TMN z.• : 35' 5 �T' M c �"N RUTARIPYIQi.LT RE➢LER V �a O ZOf > O Q m Cl m � b tr� r. J W V ' 8 S 0_ 5Pi1C RESERVED FDR TFE >Ell TMJ' STW WLLJ ff R'PFOYPL O p O '., 2> 3 m m g m Zi`a>��m "ENTOF S'A 01VIs�l - NY t2zsTn. _Iq 13 P'] oR-oCo }-f 1387a>- . ` ,y�nwMxmverM1a: a- MPSTE R SERIES INDEX COVER SHL_ MUNCY HOMES, PNC. s - 15EJ PA ROUTE 542 Egs, P:D_ SM 24,-e nUNCY, DRN BY Drr r { S a Jr E t52'-0" 8'-5 1/2" RATED WALL #WP8105 STORAGE L 34'-7 1/2" 3037 DP50 12'-5--1 _Y I ( 130 OHM 1 m Haar. anwr�Armra a 32FD R\ o (L N a m RATED WALL #WP8105 PRgPL (CLG 5/8"TYPE-X) o � � N 5-20-05 JK PE 5 -9 -OS JK BAR iv O 1 STY FLOOR PLAN ^' Dura sr: Dare:Y ouc Na: _1 LT REOT)/PROV'C: .e m 2-11.25"x26' ML N VT REO'D/PROV'D: 5.4/12.7 2-11.25"x24'8" ML n 0 6 2" 10'-9 1/2" 9" 9'-10 1/2" PROVIDED 6 INSTALLED RATED WALL RRTED WALL -1 �WP8105 •WP8105 m NY NO APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC; 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. L 26-3 1/4" 4257 DP50 EGRESS (7/16" OSB 6 1/2- GW 6-5 1/2" t17-0 1/2" 3037 DP50 1 1 W2730 W2430tML-_y I W2430 oil -___L___2x DW612 CS `O �s r M d I III BF3 N 11'-3.1 I I � I a II ' 3 O II N 0 �■ m II m m KITCHEN 3 I du 2 2" 3-7 2 2'J0" I I_ CD 10 m I_ N \ I .-a I m U7 CD RIL'G Y BLDR �6'-4 1/2" 5'-10 1/4" Wind Speed 1 120 3 SG zs" 42572 DP50 v 10'-5 1/2" 6 Haar. anwr�Armra T 3 _ GARRGE (L N LIVING RM N 60 -+ PRgPL (CLG 5/8"TYPE-X) a_ � � 3 m 5-20-05 JK PE 5 -9 -OS JK BAR ADVANCED CUST / LUNIEWSKI O 1 STY FLOOR PLAN ^' Dura sr: Dare:Y ouc Na: MTAI(­C '] 'tA !1C 1 /A I-1- nil LT REOT)/PROV'C: .e m 0 .--i ti CORNER HOLD-DOWNS (4) SIMPSON •LSTHD8RJ VT REO'D/PROV'D: 5.4/12.7 n 0 24-15d SINKER NAILS PROVIDED 6 INSTALLED -1 Co BY BLDR PT ALL EXT RATED WALL 51 C 4,-1„ CORNERS (OR EQUAL) •WP8105 0 6 SEE DET •1 SHT 7a2 Ln 3-7.25"x9'6" ML 3-7.25"x9'6" ML = I R0=108'x84" R0=108'x84" 28„ GRRDR Q GRRDR 1 45'-2" 35'-3 1/2" CONSTRUCTION NOTES: SIDEWRLL SHEATHING: 7/16" OSB -BLOCKED 8d 6"oc(EDGE) 12"oc(FIELD) 7/16" OS8 8d 6"oc(EDGE) 12"(FIELD) ENDWRLL SHEPTHING 7/16" OSB-BLOCKEC Bid 3"oc(EDGE) 12"oc(FIELD 7/15" OSB 8d 3"oc(EDGE) 12"oc(FIELD) NY NO APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE; 2002 NYS ECCC; 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. L 26-3 1/4" 4257 DP50 EGRESS (7/16" OSB 6 1/2- GW 6-5 1/2" t17-0 1/2" 3037 DP50 1 1 W2730 W2430tML-_y I W2430 oil -___L___2x DW612 CS `O �s r M d I III BF3 N 11'-3.1 I I � I a II ' 3 O II N 0 �■ m II m m KITCHEN 3 I du 2 2" 3-7 2 2'J0" I I_ CD 10 m I_ N \ I .-a I m U7 CD RIL'G Y BLDR �6'-4 1/2" 5'-10 1/4" Wind Speed 1 120 3 SG zs" 42572 DP50 v 10'-5 1/2" 6 m N 0 N r. m Haar. anwr�Armra o 3 _ (L N LIVING RM N co � PRgPL tl LT REO'D/PROV'D: 19.2/39 N w � � VT REO'D/PROV'O: 9.6/19 m 5-20-05 JK PE 5 -9 -OS JK BAR ADVANCED CUST / LUNIEWSKI WT 38459 1 STY FLOOR PLAN DINING RM Dura sr: Dare:Y ouc Na: MTAI(­C '] 'tA !1C 1 /A I-1- nil LT REOT)/PROV'C: 10.9/26 0 .--i ti VT REO'D/PROV'D: 5.4/12.7 n 18'-6" 6 (V Co m 51 4,-1„ zxfi m N 0 N r. m Haar. anwr�Armra o (L N LIVING RM N PRgPL tl LT REO'D/PROV'D: 19.2/39 N w � � VT REO'D/PROV'O: 9.6/19 m 5-20-05 JK PE 5 -9 -OS JK BAR ADVANCED CUST / LUNIEWSKI WT 38459 1 STY FLOOR PLAN N Dura sr: Dare:Y ouc Na: MTAI(­C '] 'tA !1C 1 /A I-1- nil In 0 1 n 18'-6" 6 (7/16" OSB 6 117' GWB) EGRESS RO=60"x82" 4257 DP50 22'-3" SIDEWRLL= 2x6 16"oc DESIGN SNOW ZONE= 45 MRRR WRLL= 2x4 16"oc ROOF= 7/12 16"oc CLG HGT= 9'-0" DESIGN WIND ZONE= 120 3SG LABEL - a DEST.= SOUTHHOLD, NY RDDTL BSMT COL - u SUFFOLK CO. 4257 DP50 t 5-0" I n N v �Z a 1 e���ESStOaPrj a.owoEVEL � Haar. anwr�Armra PREMIERBUILDERS PRgPL AMdr N • E67 Pa Mue!~ Mny. Pa mss a 6745es-eve X7-ddlc4scml o.xti a wAxlo,ex 5-20-05 JK PE 5 -9 -OS JK BAR ADVANCED CUST / LUNIEWSKI WT 38459 1 STY FLOOR PLAN """ ° 000 Dura sr: Dare:Y ouc Na: MTAI(­C '] 'tA !1C 1 /A I-1- nil In S 11 c a c 0 r 52'-0" 42'-10° 26'-5" 14'-7" 4'-11, Wind Speed t t 120 3 SG O 4257 DP50 n 3(147 nPsO (Al A Iry Horn rl . -)rte ., .1— 45-2" 1 35'-3 1/2" 22'-3" CONSTRUCTION NOTFS: SIDEWALL SHEATHING: 7/16" OSB -BLOCKED 8d 6"oc(EDGE) 12"oc(FIELD) 1/2" GWB Sd 7oc(EDGE) 10"oc(FIELD) ENDWRLL SHEATHING: 7/16" OSB -BLOCKED 8d 4"oc(EDGEI 12"oc(FIELD NY NOTE: 7/16" OSB Sd 4"oc(EDGE) 12"oc(FIELD) APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE: 2002 NYS ECCC: 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. SIDEWRLL= 2x6 16"oc MRRR WRLL= 2x3 16"oc CLG HGT= 8'-0" 1 13'-0" p rnrtcw� RURpftIIATI[Yi lNIAf. R1ilOR)T� F` > PREMIERBUILDERS i,�m SYSTEM IPRQP. QGR A M. W YICY 4M16 NC Pa lttl PI 17756 * 674646-946 Oran-.iwaorEx 5-20-05 JK PE 5-9-05 JK BAR RDVRNCED CUST / LUNIEWSKI MTP 38459 2 STY FLOOR PLRN """ N0 000 EGRESS � iA��-v_n�� of c. N nnn I EGRESS 84„ EGRESS 2" 17-3 1/2" 2'-10" - - - - - - - 16'-11 1/2' 6 2" I I I LL I N m OD 1 h CD I H 9 1 d i KTrOROYPaaTj K i O m 0 m 02'-3< m BE 4 1 IL1 1 1 e LT REO'D/PROV'D: 17/26 V60 LT REO'D/PROV'D: 17.7/26 DOOR 1 m .-+ VT REO'D/PROV'D: 8.5/12.7 m VT REO'D/PROV'D: 8.8/12.7 DOOR 4'-3„ _ o '-13 1/2" 5' - -- - - - -- 30 i N N W 30 � --_, SLG RCG) O CD „ICD CD I m 0" L= N 2H0" - 2 I - n m 3 m FLOOR ACCESS FOR FIELD INSTALLED ? 107 d CTR. GIRDER BOLTS. `0 m m SEE DET. a4 SHT 741 1 I o o F3 m EDGES SUPPORTED 1 1 I N - 8 1 � ti BE 3 I I 1 o BATH 2 ¢ Om Q) m o LT REO'D/PROV'D: 20/26 VT REO'D/PROV'0: n1 1 1 LT REO'D/PROV'D: 14.1/26 FpCFIRE7 TOP '-�" A (r7 .-+ 10/12.7 LL VT REO'D/PROV'D: 7/12.7 \ i (0 (01 1 Q) O 1 F TORY 00 2" 19'-2 1/2" 2',0" 3'-4"14'-9" 4B 10'-1 1/2" 2" EGRESS EGRESS I EGRESS EGRESS EGRESS of ii 4257 DP50 4257 DPSO 4257 DP504257 A 4257 DPso DP50 # 45-2" 1 35'-3 1/2" 22'-3" CONSTRUCTION NOTFS: SIDEWALL SHEATHING: 7/16" OSB -BLOCKED 8d 6"oc(EDGE) 12"oc(FIELD) 1/2" GWB Sd 7oc(EDGE) 10"oc(FIELD) ENDWRLL SHEATHING: 7/16" OSB -BLOCKED 8d 4"oc(EDGEI 12"oc(FIELD NY NOTE: 7/16" OSB Sd 4"oc(EDGE) 12"oc(FIELD) APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE: 2002 NYS ECCC: 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. SIDEWRLL= 2x6 16"oc MRRR WRLL= 2x3 16"oc CLG HGT= 8'-0" 1 13'-0" p rnrtcw� RURpftIIATI[Yi lNIAf. R1ilOR)T� F` > PREMIERBUILDERS i,�m SYSTEM IPRQP. QGR A M. W YICY 4M16 NC Pa lttl PI 17756 * 674646-946 Oran-.iwaorEx 5-20-05 JK PE 5-9-05 JK BAR RDVRNCED CUST / LUNIEWSKI MTP 38459 2 STY FLOOR PLRN """ N0 000 o E r WTE sar_e mrnlrr o_ -)A _nc � iA��-v_n�� of c. N nnn 5 4 I I 5 5�------- I--� -cn I I 5® SS I I I II I I II I II I I ElI I I ' II I I I I I II I I I 6 I I I I I I I I I I I , I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NY NOTE: APPLICABLE BUILDING CODES: 2002 NYS RESIDENTIAL CODE: 2002 NYS ECCC: 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. Ir__1_1_1 ,1---y1 II DW1S \ 2 II r II I --- II o Og In i l II I 1 U I I I I I I I i I I I I I I I I I I I I I I -----' � d I m _ _ _ _ — I I I � I I I I I I I I I I I I I I �I II 1 0 ED2 2 1 I I 07 ?3 I I I 7 I I I I I I I I I m_ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I I I of New, yA,P/�OSEF D-DR/DEY Run+oRrznna�x fIWiIF. MlgRIIRTIOK PREMIERBUILDERS AM M MM.Y 1 M 567 Pa M41�. AUcy. Pa 17755 • 670.516896 WWW-d'YIlhSL011 FpvYl dYettL R X➢ISItlRR ADVANCED CUST / LUNIEWSKI WT 38459 1 STY ELECT PLAN """ "° 000 olAi e1: Dales l I Ior c_�n_nr cc A ---� �_n+� a,.>; rn: nnn NY NOTE: APPLICABLE BUILDING CODES: 2002 NYS RE5IDENTIRL CODE; 2002 NYS ECCC; 1999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. 7��.=SS,0r 7 -.t �, RRC FRULT PROTECTION RLL BEDROOMS"` aoRiocvn am� ruxAr. wnarzQarta: PREMIERBU:LDERS A M W A M)16 NC 567 Pe flt4lif, Mrcy. Pa 17756 a 570516-896 {VWW �16I�SLOII BUR -01M SYSTEM IpRgp QCAt dr ML R 11YlZl'O�FR RDVRNCED CUST / LUNIEWSKI °A 38459 2 STY ELECT PLRN ND 000 o�Ra er: MTe Sane Inv r 11 nr or � i 1 11_1 c a Cn. ro, Wind Speed 120 3 SG NOTE: 1. THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL FOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. 4. SEE MASTER SERIES DWGS., SHT. NO. 4a & 3c, FOR NOTES AND DETAILS. 5. MAX. COLUMN SPRCING= 7-6" a�vFl anru�rmre. _.,,�- ewaF. 1 PREMim&ILDERS AWWY 14116M PRgp.EIJGR E67 Pd Rt442-: Mny. Pa 17756 t 4576EIE696 www -0WI[4scon u.sn. x ramarea 5-20-05 JK PE ADVANCED CUST / LUNIEWSKI °ATS 38459 TS. FOUNDATION LAYOUT GUIDE " " NO3 000 Dura er: oa�e saxE a.+c. rn: Inv �7 SIDEWRLL LRTERRL LORD= 7,391lbs - 1/2" DIP RNCHOR BOLTS m 72"oc a (12" FROM CORNERS) INSTALL RIM BRND TO SILL PLRTE STRRP PER DETRIL•2 SHT 7a2 ) m i in 7�-6" T-6-- 7'-6,. 7�_6" I I I I I I 11 I$ L I I N �a.9 ENDWRLL LRTERAL LORD= 20,220lbs ENOWRLL LRTERRL LORD= 20,22Obs 1/2" DIP ANCHOR BOLTS m 26"oc 1/2" DIP ANCHOR BOLTS m 26"Oc (12" FORM CORNERS) 0.2" FORM CORNERS) INSTALL RIM BAND TO SILL PLATE INSTALL RIM BAND TO SILL PLATE STRAP PER DETRILa2 SHT 7a2 STRAP PER DETRILtt2 SHT 7e2 0> m SIDEWRLL LATERAL LORD= 7,391lbs SIMPSON *LSTHDBRJ AT ALL CORNERS (4) 1/2" DIP ANCHOR BOLTS m 72"oc (12" FROM CORNERS) SEE DETRIL -*I Is -2 OR CO INSTALL RIM BAND TO SILL PLATE BASED ON - OnsIOrOF'JYT`�� STRAP PER DETRIL#2 SHT 762 qc c, m C7 A ti NOTE: 1. THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL FOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. 4. SEE MASTER SERIES DWGS., SHT. NO. 4a & 3c, FOR NOTES AND DETAILS. 5. MAX. COLUMN SPRCING= 7-6" a�vFl anru�rmre. _.,,�- ewaF. wmrceaanon PREMim&ILDERS AWWY 14116M PRgp.EIJGR E67 Pd Rt442-: Mny. Pa 17756 t 4576EIE696 www -0WI[4scon u.sn. x ramarea 5-20-05 JK PE ADVANCED CUST / LUNIEWSKI °ATS 38459 TS. FOUNDATION LAYOUT GUIDE " " NO3 000 Dura er: oa�e saxE a.+c. rn: Inv IIm FRONT ELEVATION NY NOTE: RPPLICRBLE BUILDING CODES: 2002 NYS RESIDENTIRL CODE; 2002 NYS ECCC; 1999 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVRL LETTER. v v "00" BY v — *CLG. a.o— wrrorrQaltaa - -- rvrar. aur'uzvanac PREMIERBuLDERS EN Fol EN FRONT ELEVATION NY NOTE: RPPLICRBLE BUILDING CODES: 2002 NYS RESIDENTIRL CODE; 2002 NYS ECCC; 1999 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVRL LETTER. v v "00" BY v — *CLG. a.o— wrrorrQaltaa - -- rvrar. aur'uzvanac PREMIERBuLDERS EN Fol Pa NM17F. Mny. Po 17756 • 870516-M FRONT ELEVATION NY NOTE: RPPLICRBLE BUILDING CODES: 2002 NYS RESIDENTIRL CODE; 2002 NYS ECCC; 1999 NEC THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVRL LETTER. v v "00" BY v — *CLG. a.o— wrrorrQaltaa - -- rvrar. aur'uzvanac PREMIERBuLDERS AlOf YIKY 11016 IC Pa NM17F. Mny. 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DETAIL.3.04 -FLOOR CONSTRUCTION -SEE ITEM n FIELD CONNECTIONS:o! - FIRST FLOOR ETD WELL FDOII_E TO MOO1E -SPF DaTWIG 7aDETAI- a6 1. O2 - RIM BFVo TO SILL RATE CONIECTMN - SEE DMWDG 7a1. DETAIL a3 AND AS SIBLT FOUNDATION DRRWIN& - RIM WHO TIEDOUN -SFE DPAWIG 7m-2,03 DETAIL •2 ATPD FOUi%TCONNECTION - ETD M71 CORNER NCLDDMN_ SEE ORRWDG 7a1. DETAIL el OF NEyq (I T II W tit I i MASTER SERIES IWO STORY MODELS HVM---TM71W— \ Oxl'T�• MPH WIND ZONE \ A�r.S5±0aA%r'ff LOAD PATH REFERENCE CROSS SECTION MUNC7 HOMES, INC. 1567 PA ROUTE 442 - - MULCT, PR 17756 DRN BY I DATE I SCALE I REV. bHT. 9 -Tm RIEN S -L42004 SHOWN 2,2004 7f-= L FQt Sib Oa'b5 gL'IIDN RL L£TgILi SEE IAG X. Wind Speed 920 3 SG Di s1 m >m Inns ,s . I/AdDf80 CLY. � D.IIL RIDS ..a• rae Frot`IaTN w m Nms roe IS INTO Td� SQIQ lET]Nn1E mNSIIDt M f9.I1R TE fR9if]FD fidJ%1 Ra RHIE T'l1O TOP U4n)R OF 1R5S TO!£l1ER m11R ig Ufil. 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[ 9 IIX41M 0=An5 FCR W l RAV DETDFTRIL nEr+rm� _ T ax.Iv+rs - Ivs oc mz surP.�Eo wo FIeLn 1 1/r=1•_S IISALEO 9. aVILCExcRVv. nls eE RmE TO RIA RmA LORO OF aC) Lfl SECTION THRU OFFSET ROOF FIELD WORK ITYP S TTDN THRU CARPORT SCALE. 3/4' 1--0 - sCaLE vr:'-P DFTRIL =8 FIELD INSTRI I Fn QQC ZMFR D TR I RV ECM ➢A2IX Iv12 R¢F $YtE115 O T DETATI uq „m,_•, Rua elu swLE: Sia -1• -0 - SKYLIGHT DFTRIL 5ci I• V J ppPRDVAL VLMR'cD TO F/.CrOiN BVILT PO(STION OCT 1 7232 NOTES L RItt£ 96P.a IP.E Lbittifl] R MpUfYA 6'3• !p].W PCRK ff P.WF TO R1W FOR RTfIC VFNIlARIX ID CIS CC O `FfOE RFSFIChL Ff4 II£ fEY TIiS STIYT OF N R O 0- YC ni (6 m C ca O e Q CL 0 CO— EI � ISI-- a) Y +�' O 1 O U m p's I N ai or i C C 3.L icy^ mG m' O N �o=oSU N N CISl�— �o O� U y 0 z ca C; n:: Y c6 cj ca E Oar 0 —r - MRSTER SERIE5 U co } cc 'a F? -f 3: a CD 3 RLL MODELS Lua) CD N a) FARMING DETgILS Z •� y N MUNCT HOMES, INC. 1567 PR ROUTE 442 ERST, P.O.'BO% 246 -: MUNCY, PR 17755 - '.N BY DRTE SCRLE REV. T. MO. tt 3-22-91 I SHOtM 10-1-2002 Bo - _ PROP, HOL ❑ MONUMENT SET 0 = MONUMENT FOUND p - ST E ou ♦ - STANE DISTRIBUTION POOLS (2) 50 S. F. S. W. A. LEACHING POOLS (4) I 1000 GAL.SEPTIC TANK HYDRAULIC SECTION NTS 9 Z het` 1 1, Sots of U• <e � a° ° fir¢ � 0 e NUMBERED LATH o -j - PHO70 WCATON + NEW DIRECMON I . S°t°oy of o SA o°Qo\o00 o . P e \ \ lb coo ate,. �e\t t Sot X05 \ oJ\�O 0 Qct \ °t SreQ ¢t\ tir¢ty \ 00 0; c t0 oc So H \ c \�0A ¢t\`1 of � P, ! So y ° °t ODc`Ai COQ\� 0 5 a` 8, 5� c o 41 I\ et\A t \ e \ �ipm �o�cf a G Y S ° 0 °t e#a\C, e C' G °° 0 r06� FOE eymt�c¢PcA� sEy d/ N W N 7634 p0� W _ 50' WETLAND SETBACK LINE— PROPOSED LIMIT OF CLEARING PLACE HAYBALES AND SILT - FENCE DURING CONSTRUCTION P, \ of \' \ 5� Ap t5 O< y eq a`° \ 061 0 lip P tc` enc AAL `d 14.- 1 Young & Young 400 Ostrander Avenue, Riverhead New York 11901 631-727-2303 Howard Ir. Young, Land Surveyor Thomas C. Folpert, Professional Engineer Robert C. Tact, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer HEALTH DEPARTMENT USE SUBJE TO�hANTS a R a LIBER LDwo/s3 �- PAGE SUFFOLK COUtM DEPARTMIDIrrOF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCrioN FOR A SINGLE FAMDR RESDIENCE ONLY DATE '2J -/''moo Js�' .H�SREF.NO,� APPRO-VED _ /YAC Ti.C�- FOR MAXIMUM OF-;2E—BEDROOMS EXPIRES THREE YEARS FROM DATE OP APPROVAL NOTE AREA = 1.4270 ACRES • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) • FILL REQUIRED = 800 C.Y. t NOTE CMMGE(8) by Dept. of Health SenIlaam ENGINEER'S CERTIFICATION • 1 HEREBY CERTIFY THAT THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. r. crl\1IL0, couo 4/i @.tvo SUFFOLK Y P,[ALSFI SERVICE HOWARD W. YOUNG, N.Y.S. L.S. N0. 45E AUGt ti LJ t° 2 THOMAS C. WOLPERT, N.Y.S. P.E. NO. 6 104 , . is 191 HBe II SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO THOMAS LUNIEWSKI THAT THIS ° SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. _. 8x gr1 / �ee�s —Cb t-�ct.J 5 c. \IANOWA16.18,25' a 79- 25,22- W D 9Y d'R�Q N aME OroL02 JAMES CREEK G e Ot�aCo\ a<'g S t of O° 0'1 s P' a � P\Oc e 04 11:10112101111? HOWARD W. YOUNG, N.Y.S. L.S. NO, 45893 SURVEY FOR THOMAS LUNIEWSKI At Mottituck,Town of Southold Suffolk County, New York County Tax Map )WHOI, 1000 Sacco, 122 Blmck 03 Lt 25.2' BUILDING PERMIT SURVEY AMENDED SANITARY SYSTEM GENERAL AMENDMENTS ADDED PROPOSED WATER MAIN/WATER SERVICE GENERAL AMENDMENTS GENERAL AMENDMENTS GENERAL AMENDMENTS MAP PREPARED SCALE 1" = 50' AUG. 13, 2004 MAY 25, 2004 DEC. 12, 2003 MAR. 4, 2003 JAN. 2','2003 OCT. 9, 2002 JULY 8, 2002 Is GGL5!11 y�eB s Hot Ho oil l EL=S.R 0.0' Bg LOAMY SAND 3.0' FAL£ eN.WN NNE TO COARSE SAND G.W. EL -0.5 50' NATER IN P. No. ENE TO COARSE SAND 1110, BY MCDONALD GEOSCIENCE 4-19-00 HOWARD W. YOUNG, N.Y.S. L.S. NO, 45893 SURVEY FOR THOMAS LUNIEWSKI At Mottituck,Town of Southold Suffolk County, New York County Tax Map )WHOI, 1000 Sacco, 122 Blmck 03 Lt 25.2' BUILDING PERMIT SURVEY AMENDED SANITARY SYSTEM GENERAL AMENDMENTS ADDED PROPOSED WATER MAIN/WATER SERVICE GENERAL AMENDMENTS GENERAL AMENDMENTS GENERAL AMENDMENTS MAP PREPARED SCALE 1" = 50' AUG. 13, 2004 MAY 25, 2004 DEC. 12, 2003 MAR. 4, 2003 JAN. 2','2003 OCT. 9, 2002 JULY 8, 2002 Is GGL5!11 y�eB s Hot Ho oil l 50' MILANO SETBACK IJNE S - MONUMENT SET 0 . IMUMENT FOUND d - STAKE SET A - STAKE POUND 0 - NUMBERED LATH = PNOTO LOCAIICN i NEW DRECTON JAMES CREEK .�yt. zi�i;reTy \ 0 "ak 4/0' Cr q, for Coro�hery n S)r % 0A\� \, 4oi�c°yyge °yam \ .o° Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Nolpert, Professional Engineer Robert C. Taet, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer NOTE AREA = 1.4270 ACRES • FLOOD INSURANCE RATE PANEL NO. 36103CO481 G LAST DATED MAY 4, 1998. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO THOMAS LLINIEVISKI THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SURVEY FOR THOMAS LUNIEWSKI At Mattituck,Town of Southold Suffolk County, New York County Tax Map District 1000 Section 122 clock 03 Lot 25.2 FOUNDATION LOCATION SURVEY FOUNDATION LOCATION DEC. 12, 2005 ADDED FLOOD ZONE BOUNDARY LINE FEB. 8, 2005 AMENDED SANITARY SYSTEM AUG. 13, 2004 GENERAL AMENDMENTS MAY 25, 2004 ADDED PROPOSED WATER MAIN/WATER SERVICE DEC. 12, 2003 GENERAL AMENDMENTS MAR. 4, 2003 GENERAL AMENDMENTS JAN. 2, 2003 GENERAL AMENDMENTS OCT. 9, 2002 MAP PREPARED JULY 8, 2002 SCALE 1" = 50' FL JOB NO. 2002-0235 DWG. 2002_0235_fou n dationJoc now \ / Ax orf \ 'yon rr61n_NQ "o" how Or q, for g Card�orj- . e .e " I E - MONUMENT SET ■ - MONUMENT Faxo A - STME SET ♦ - SAKE FOUND 0 - NUMBERED ulH - PHOTO WcATON + NEW OIRMHON —F SFED4 0.Y 10/02/k. JAMES CREEK SANITARY MEASUREMENTS Young & Young A B S.T. 29' 12.5' S.T. 30' 17' D.P. 1 19' 22.5' D.P. 2 30' 30' Young & Young MAR. ffgg 400 Ostrander Avenue, Riverhead, New York 11901 FINAL SURVEY gg8 631-727-2303 2006 E Howard W. Young, Land Suroeyor 12, y Tharnas C. Wolpert, Professional Engineer Robert C. Tact, Architect FEB. It IN IN2 Ronald E. PfuhG Landscape Architect AMENDED SANITARY SYSTEM a Douglas E. Adams, Profeasinnal Engineer 2004 € APR 02 2001 NOTE AREA = 1.4270 ACRES • FLOOD INSURANCE RATE PANEL NO. 36103CO481 G LAST DATED MAY 4, 1998. • IMPROVEMENT WITHIN RIGHT OF WAY SHOWN HEREON ARE FROM SURVEY BY US DATED JULY 9, 2002. • SURVEY AMENDED MAR. 16, 2007 TO AMENDED SANITARY MEASUREMENTS. THIS SURVEY MAP IS BASED ON FIELD SURVEY COMPLETED NOV. 2006. SURVEYOR'S CERTIFICATION • WE HEREBY CERTIFY TO THOMAS LLINIEWSKI THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. W,,,"L"'f—.l i.f, HOWARD W. YOUNG, N.Y.S. L.S. No. SURVEY FOR THOMAS LUNIEWSKI At Mattituck,Town of Southold Suffolk County, New York County Tax Map oiemot 1000 Seonon 122 Block 03 Lot 25.2 FINAL SURVEY AMENDED SANITARY MEASUREMENTS MAR. 16, 2007 FINAL SURVEY NOV. 2, 2006 FOUNDATION LOCATION DEC. 12, 2005 ADDED FLOOD ZONE BOUNDARY LINE FEB. 8, 2005 AMENDED SANITARY SYSTEM AUG. 13. 2004 GENERAL AMENDMENTS MAY 25, 2004 ADDED PROPOSED WATER MAIN/WATER SERVICE DEC. 12, 2003 GENERAL AMENDMENTS MAR. 4, 2003 GENERAL AMENDMENTS JAN. 2, 2003 GENERAL AMENDMENTS OCT. 9, 2002 MAP PREPARED JULY 8, 2002 SCALE 1" = 5G' CC JOB NO. 2006-0472 r J DWG. 2002_0235_fs 1 3/4" M EDGE D 1/2" SPACIN&-�, ALLOWS HOLDDOWN 51DEUJAL INSTALLATION ENDWALL HOLDPHDSD)O ° o o CORNER STUD ° CONNECTED TO ° TRANSFER SHEA ° ° o HOLDDOW LAN ° (PHD5) ° ® -2-16d COMMON ° NAILS AT 6" O.G. ° ANCHOR BOLT DETAIL APPROVED AS NOTED DATE:1 B.P. #.3133a U FEE: EY � �r BY; yd-�---- NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF 765-1802 8 A TO 4 PM FOR THE NEW YORK STATE & TOWN CODES FOLLOWING INSPECTIONS: AS REQUIRED AND CONDITIONS OF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN ZBA 2, ROUGH - FRAMING & PLUMBING 3. INSULATION $OUinlu TOWN PLANNING BOARD 4. FINAL - CON"c?UCTION MUST SOUTHOLD TOWN TRUSTEES BE COMPLETE =Uh C 0. ✓ ALL CONSTRUCTION SHALL MEET THE N.Y.S. DEC REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR coNsrRucnON ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY OCCUPANCY OR SOLDER USED IN WATER USE IS UNLAWFUL SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. WITHOUT CERTIFICATE; - OFOCCUPANCY ALL CONSTRUCTION SHALL MEET.THE REQUIREMENTS OFTHE RETAIN STORM WATER RUNOFF( CODES OF NEW YORK STATE, URSUANT TO SECTION 45 -IOC F THE TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY CERTIFICATION OF OF FOUNDATION LOCATION HAS BEEN APPROVED. NAILING & CONNECTIONS REQUIRED,,, 1p1���`IfS�ATIFICAif� PLUMBING nGOIUIb ALL PLUMBING WASTE 8 WATER LINES NEED TESTING BEFORE COVERING - FLOOD ZONE lf-' COMPLY WITH CHAPTER '46' FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. BLOCKING AT 24" O -G. ALLOWS HOLDDOWN INSTALLATIO 0 ,2-11 COMMON NAILS AT 10" O -C- -CORNER STUD CONNECTED TO TRANSFER SHEAR HOLD DOWN BRACKETS AT SMEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS (WFCM FIGURE 3.1a E 4,lb) -------------------- 1 I 11 814. -------------xb.�1_� T��------------ ---------------------------- -------- PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 23" ON CENTER. INSTALL RIM BAND TO SILL PLATE CONNECTOR PER DETAIL � . = --------------------------- I I 10.4"14 I I SEISMIC DESIGN CATAGORY O SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP II ICE SHIELD UNDERLAYMENT REQUIRED TES FLOOD HAZARDS FROM 1990 FIRM MAPS LIVE LOAD 40 rf P DEAD LOAD 20 M P ROOF UPLIFT LOAD PBa1MIEDGE ZONE • 3l2 pK INTERIOROR ZONE - n.6 pe WALL SHEATHING SUCTION LOAD EDGE ZONE • pK INTERIOR ZONE • 24.6 pef USE/ OCCUPANCY GLASSIFIGATIO R-3 GROUND SNOW LOAD WIND SPEED (MPH) EXPOSURE CATAGORY WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE MODERATE TO HEAVY DECAY 1SLIGHT TO MODERATE 45 qef 120 B NOTE: DESIGN CRITERA IS FOR FOUNDATION, ON 16" X 0" P.C. FOOTING, 3000 P51 6 1 3/4" M EDGE D 1/2" SPACIN&-�, ALLOWS HOLDDOWN 51DEUJAL INSTALLATION ENDWALL HOLDPHDSD)O ° o o CORNER STUD ° CONNECTED TO ° TRANSFER SHEA ° ° o HOLDDOW LAN ° (PHD5) ° ® -2-16d COMMON ° NAILS AT 6" O.G. ° ANCHOR BOLT DETAIL APPROVED AS NOTED DATE:1 B.P. #.3133a U FEE: EY � �r BY; yd-�---- NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF 765-1802 8 A TO 4 PM FOR THE NEW YORK STATE & TOWN CODES FOLLOWING INSPECTIONS: AS REQUIRED AND CONDITIONS OF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN ZBA 2, ROUGH - FRAMING & PLUMBING 3. INSULATION $OUinlu TOWN PLANNING BOARD 4. FINAL - CON"c?UCTION MUST SOUTHOLD TOWN TRUSTEES BE COMPLETE =Uh C 0. ✓ ALL CONSTRUCTION SHALL MEET THE N.Y.S. DEC REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR coNsrRucnON ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY OCCUPANCY OR SOLDER USED IN WATER USE IS UNLAWFUL SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. WITHOUT CERTIFICATE; - OFOCCUPANCY ALL CONSTRUCTION SHALL MEET.THE REQUIREMENTS OFTHE RETAIN STORM WATER RUNOFF( CODES OF NEW YORK STATE, URSUANT TO SECTION 45 -IOC F THE TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY CERTIFICATION OF OF FOUNDATION LOCATION HAS BEEN APPROVED. NAILING & CONNECTIONS REQUIRED,,, 1p1���`IfS�ATIFICAif� PLUMBING nGOIUIb ALL PLUMBING WASTE 8 WATER LINES NEED TESTING BEFORE COVERING - FLOOD ZONE lf-' COMPLY WITH CHAPTER '46' FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. BLOCKING AT 24" O -G. ALLOWS HOLDDOWN INSTALLATIO 0 ,2-11 COMMON NAILS AT 10" O -C- -CORNER STUD CONNECTED TO TRANSFER SHEAR HOLD DOWN BRACKETS AT SMEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS (WFCM FIGURE 3.1a E 4,lb) -------------------- 1 I 11 814. -------------xb.�1_� T��------------ ---------------------------- -------- PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 23" ON CENTER. INSTALL RIM BAND TO SILL PLATE CONNECTOR PER DETAIL � . = --------------------------- I I 10.4"14 I I 1 86 ' � I WIH 0" x IB" X 0" CMb BLOCK I I , I �'—CHEEK WALL, HOLD I 1 TO BOTTOM OF MODULAR , ON 16" X 0" P.C. FOOTING, 3000 P51 6 BELOW GRADE LUz z (ASSUMES 2 TONS PER 6Q FT 2-3 /Y' STEEL COLUMN ON Q D Lu OLu BEARING CAPACITT9 40" X 40" X 12" P.G. m 1 I TO 3070M OF MODULAR N H ME BY OTHERS, TYP. __ ,..• 1 1 INSTALLED ABOVE ELEVATION Bb" O � UNEXCAVATED GARAGE i � o I I 4" P.0 SLAB i 1 _ , ON COMPACTED FILL ; m PITCH TO OHD I I I - a i I I N O ; 1 i 1 I' I CRAWL SPACE n I 2" P SLAB Ll � 1 • I I ON THIS SHEET 1 DROP FOUNDATION TO MEET SLAB � I VERIFY M.O. 2'2^ ?4^ 52'0" JEFFREY T. BUTLER, PE., P.G. RESPONSIBILITY IS LIMITED TO THE FOUNDATION- SEE PLAN EIGHT FIRE AREA TYPE OF BY OTHERS FOR FACTORY PRE - CONSTRUCTION MANUFACTURED MODULAR UNITS, FIRST FLOOR • SEE PLAN NA SECOND FLOOR • BY OTHERS TYPE V Slmpeon Strong -Tis SEE MODULAR HOME PLANS FOR THIS CONNECTION LTP4 - 16" O,C ' AT EXTERIOR NOTE' STRAPS HAY BE PERIMITER AND " PLACED EITHER GARAGE/HOUSE '1 ur10oROVER SH14 NG COMMON COMMON WALL USE 4-8d NAILS AT EACH END BILL PLATE TO RIM JOIST CONNECTION 17'6" 17' 1 12" 1 86 � O - J WIH 0" x IB" X 0" CMb BLOCK ; I �'—CHEEK WALL, HOLD B" THICK 96" HIGH WALL TO BOTTOM OF MODULAR , ON 16" X 0" P.C. FOOTING, 3000 P51 6 BELOW GRADE LUz z (ASSUMES 2 TONS PER 6Q FT o Q D Lu OLu BEARING CAPACITT9 U m 1 I z N I ;.•. •.-. •. __ ,..• 1 INSTALLED ABOVE ELEVATION Bb" O � i I o I I Y = i I I , I o m • I I I a i I N O a i 1 I' I CRAWL SPACE n I 2" P SLAB i 4' 0' -G. t U ON COMPACTED FILL � 1 • I I ON THIS SHEET 1 I .' I ---------- • 73" 71311 71' TY 1 1 . • ' ' ---� — ------ --- i I LINE OF MARRIAGE i 4' fl" I WALL ABOVE 24 X 30 X 12 P.C, PER 1 . � O - J WIH 0" x IB" X 0" CMb BLOCK ; S Z TO BOTTOM OF MODULAR 0 HOME BY OTHERS. TTP. LUz z o o Q D Lu OLu U m z N Dir INB TO BE E � INSTALLED ABOVE ELEVATION Bb" O � i • i I Y = i I I j D 0 o m I I a f I N O a pcc I' I 3 O n PROVIDE SIMPSON •PDFS AT ALL FOUR CORNERS, SEE DETAIL I ON THIS SHEET 1 I .' I • -------- ---- Q -- — I 1 F"o ,i'11n i �n YERIFY M.O 9141, 4'8" I8"I 6110" 52' 0' 31'7" 1817, DOCR 4BOVE F 16 z 0 N W Q- I� Im Lu ff W I E3 JEFFREY T. BUTLER, P.E PAGE: 1of1 � O o r S Z 0 LUz z o o Q D Lu OLu U m z N Dir Q w O LL W j D 0 o $ a O N O a pcc o 3 O n PAGE: 1of1