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HomeMy WebLinkAbout30903-Z Town of Southold 3/17/2016 „,,,,11,' IIIIIIIII 1 d aii 1 II 1.11111111111 Hill P.O.Box 1179 el 0 , oilim g i 53095 Main Rd Southold, New York 11971 , i • .,i,,, ,,i CERTIFICATE OF OCCUPANCY No: 31831 Date: 9/22/2006 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 165 Red Fawn Road, Southold SCTM#: 473889 Sec/Block/Lot: 79.-2-7.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2005 pursuant to which Building Permit No. 30903 dated 1/19/2005 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: sirrimily dwelling with three car garage,finished basement &covered front entry as applied for. Updated 3/17/2016, lo add finished basement and change owners names oitly The certificate is issued to William Dratel&Sharyn Lawall of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0181 6/13/2006 ELECTRICAL CERTIFICATE NO. 1185 4/20/2005 PLUMBERS CERTIFICATION DATED 9/12/2006 Burts R-liable, Inc, Aut u zed 4 ,lignat re Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Bui .ingi (check one) ,r 'a 7 i 1 Location of Property. 1 � : '�._...._ � ... � a ^ ...... ..". � �( House No. " treet 1.. Hamlet Owner or Owners of Property: ....., .... a• '° ` L L_ l __ ._ Suffolk County Tax Map No 1000,Section block Lot rl . L. Subdivision Filed Map. Lot: Permit No. ...- Date of Permit 1 015 Applicant th 1`1... . 1 rit k illi 4° .I Health Dept.Approval: ` "'....0 Li..-. wl m1........Underwriters Approval: 1 1 751-_<,,i,--- _m ...._m Planning Board Approval: Request for: �l° raj�rarr 1 y rrtifcafe Final Certificate ' 7:- 6Fee Submitted: $e 0, P d-3-; I "7 -1 Applicant Signature 00 Olin , „rm....0v vvvvvvvvvv... „.„„„, 00 0000000)1 1110 0000401i1.000101010101111,6414000m.....mumisini 'A R o i-'1 ' !, INC. 11.100 1 il..,,,,,,,,i..„!::::::111,1,1,1,1,1,1,1,1,1111 71,1111111111601i ,,,,,,1,11,10k,pi( SIVI olllip ,!1„„::::,„2,61.1111111111111111111111111111116,1,111„1111,,,,,,,,,,,,,,,,,,,,,,,,i„:1111160111 1111610 6 7 11161,616.1,111111111,1,6„,,61111110 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 k, ,.. Lei 1 ( [J011 NO. 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Unger separate cover via __alga toiliowing items: t 1 Shop drawings D Prints Pi Plans Id Sumcies D Specifications 1 , Copy of defter Id Change order 4 1 "'"114:14"4"4"441114114,iiir444444:4444444410,014)g, pi oprapproad 1111111111 yoviikon ,44'4 444200 1 1 t pokupin ' th ! irdi'll'il'iiiiilio 440411111iiii 11' 4 14"4111411411111111111111pli14414101141 )100:Kytl,'4i,Itg;,;11;1;41,141t44t:;Ail:1444:41'1g141;4'14t1°4;dilg14'llIl'4'0144,411111:414P1!1,'I'llIlli41g4t4441'4'hilt4llitl!'IiillIlIlIll'rl4444kA'ia41111111114Logg41iIrll 1)44d111"114414114:k;rumn14444;01411m44441444041111441414"44111114411411 li04441141441144444t1101411 ' 1 r , : '''' 1 '""11,1 .,,,,,,,,, „, ,....e/Hri,^",,,) f 1,,,,,,,,,,,,,,,,,,7_,,,,,,, iv401:031 l'I'1111110111'1'11111'1fAIIII'llti'l'111111111:11111,151'!'!'1'1'110111111,111,11V1111,1111,,11,10!„111111110,1)1,1,11,11111111111,11,111,1111,1,11,111:1' tt, 1)1 " '" ''''"'''-"''''"i Ml ' ' ' AI\C 1 d et rz ' i(l.f 61 2› 67 , , , ,,,,EL, .6, eY))4 4)KA „,„.. li '' ''-'17''' ' Pk.) „i , lel a: It _ ) ' ,,1 ,, ,. „ b i C ( ) 'I-HESE t4,,RE TRANS,'rTsr8:::) as checked below: I I For appr()va0 I I Approved as submitted ' Resubmit copies for approval I I For your use I I Approved as noted Submit 4„ copies tor distribititiori i I As requested I I Returned For corrections Return corrected prints > For review and comment CI F JR BIDS DUE. PRINTS RETURNED AFTER LOAN TO US REMARKS on't ,,1 0,1 ,, ,,„,,k/ L. V 1.. .,. „, „,„ „.1 'r.-- 1^,„ I, „.. „„,„„,„ „., . - 1 7 206 ,,,...„'-',,, 'Ara,,,,,,,, B:o'.1,.01140,D14,1' t„ TO'' OF SOI)T11011) it toPoinstovevo dprt0 not os iyokeill kindly 8 hl,,,Plify US al eynce„, FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31831 Date: 09/22/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 165 RED FAWN RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 2 Lot 7.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 12, 2005 pursuant to which Building Permit No. 30903-Z dated JANUARY 19, 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 SINGLE FAMILY DWELLING WITH THREE CAR GARAGE & COVERED FRONT ENTRY AS APPLIED FOR. The certificate is issued to MCM HOMES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0181 06/13/06 ELECTRICAL CERTIFICATE NO. 1185 04/20/05 PLUMBERS CERTIFICATION DATED 09/12/06 HURTS RELIABLE, INC. 4 , fture Rev. 1/81 I\CDr) kOIC Cl/ 03/ Form No.6 TOWN OF SOUTHOLD • BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 CODate. �� LOC New Construction: Old or Pre-existing Building: (check one) Location of Property: 1,,,5 c-A\(a „rjO 02-D House No. Street Hamlet Owner or Owners of Property: ANY' \' ` 'o V\ S t t Suffolk County Tax Map No 1000, Section -1°‘ Block n'2. Lot 7 , L, Subdivision COT-- G _ AT ZA1 V t€*4 Filed Map. Lot: Permit No. ")(:)Cl Date of Permit. Applicant: Health Dept. Approval: RIO -0.6‘. — d (Q ti Underwriters Approval: 11%% Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ltd ktt . Clee Applicant Signature 6? • 7 100 Co-. 3 r8 31 SUFFOLK ( BUREAU of ELECTRICAL INSPECTORS. inc. 40 Nottingham Drive, NY 11953 Telephone:1 631 495 8136 ■ Fax:1631 980 6455 ■ E-Mail: SBEI1@hotmail.com • CERTIFICATE OF ELECTRICAL COMPLIANCE • • Applicant: SCS Associates Rough In Inspection Date: 4/20/2006 Final Inspection Date: 8/29/2006 Application N°: 1185 Certificate N°: 1185 • Suffolk County Tax Map N°: 79 2 7.6 Building Permit N°: 30903 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: MCM Homes Address: 165 Red Fawn Rd, Southold, NY • Address of Inspection Site: 165 Red Fawn Rd, Southold, NY X Residential X Indoors X Basement X Service Shed • Commercial X Outdoors X Ist Floor Pool Other X New Renovation X 2nd Floor Hot tub Describe • • Addition Survey X Attic Garage • Inventory • 400 UG Service 10 Oil Heat 161 Duplex Recpt 29 Ceiling Fix HID Fix Service 30 Time Clock 117 Switches 25 Wall Fix 7 Smoke Det 2 Main Panel Oil Hot Water 13 GFCI Recpt 137 Recessed Fix 2 Co Det Sub- Panel GFCI Breaker 6 Single Recpt 10 Fluorescent Fix 1 Pump 6 Disconnects 2 Dryer Recpt Range Recpt 6 A/C Blower Emergency Fix Transformers Exhaust Fan 5 Appliance 6 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: 2-40 Ckt Main Breaker Panels, 9-Under cabinet fixtures, 1-jacuzzi Tub, 48 Feet Strip Lighting The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. • Applicant: SCS Associates License No: 717-E • Inspected by: Ge f urdi Date Certifiate Date: 4/20/2005 Signature: r�10,,gUFFO[,�co r �� e1 00 Town Hall,53095 Main Road O a t Fax(631)765-9502 P.O..Box 1179Q�sro Telephone(631)765-1802 Southold,New York 11971-0959 6:1 * T,a•'r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: c\I �"�I 0 c0 Building Permit No. 3ogo3 44 Owner: end' C1 Ao4-1ES t-\C., (Please print) QQ Plumber: �0h to,,„et, //s/P(4//. x/i) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1 I iS (Plumbers Signature) Sworn to before me this lam day of ,5ekwbb-r , 20C±(0_ l&el ad4k. trec Notary Public, Su 4-fplk County 4TOM NOOARYPUBLIC CwYog{4893 Residing In Suffolk County Commission EaoiresNo 909 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. 30903 Z Date JANUARY 19, 2005 Permission is hereby granted to : J & C HOLDINGS PO BOX 1925 SOUTHOLD,NY 11971 for : r, CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (" BEDROOMS PER HD) WITH THREE CAR GARAGE & COVERED FRONT ENTRY AS APPLIED FOR at premises located at 165 RED FAWN RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0002 Lot No. 007 . 006 pursuant to application dated JANUARY 12 , 2005 and approved by the Building Inspector to expire on JULY 19, 2006 . Fee $ 2 , 153 . 70 �� u 0. �� -tt .e. Authorized Signature ORIGINAL Rev. 5/8/02 lik is, 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ cal. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ate- c,4D (T-Atti CC27)-7 ‘ /IC „1/47, ,ec'`'-i 61- ' ?7 c.(2.../ - ‘ DATEVICi(% INSPECTOR !-- 30903 �oOFSOpio0 iti �_ . y As II TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i '1/G6fr.--Jh Per-e_ GuE2- CT's ` c "1 . e 4 E., - „ 7.4., . DATE INSPECTOR OF ry 3 °1 ° 3 Z— id 4, of ‘i\-1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: « *9_ O �. vita ane iL - r Er / c _j -� -�- gF -J /e-4.3 . , c:z $Ef, Co\ie/,Uc az-- DATE INSPECTOR Ty QestX01011'1 ''' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [v]-INSULATION [�f FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION '12E REMARKS: '" 44 /4-���,.�-c c ,r DATE O' ©(el INSPECTOR - i , ;�OFSOUyO , (/I� +�/ / o ° l ; cr 3e1'o3`c TOWN OF • U HOLD BUILDING DEPT- - 65-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �! l 4�S7 � c 7cI c„, 7 , _ ,i, ,./0,-- cs„,,_ n 2414 ' 217 ' DATE /0 -© ©fe-- INSPECTOR s 4 mis do sof soak; yk . 'eo , .. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG, [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION TION ,W / , * 'ILA- c e x t- 'as., _ AJAA4e/L aalv)) c2-11 ' DATE 9C-21- °--5— ' • INSPECTOR -- 1/11' hOy,,,SOU 0�,` / '�z 3o703 y f (4 cat 767- TOWN 67TOWN OF SOUTHOLD BUILDING DEPT. 2 log 765.1802 �f INSPECTION ' ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. �x1 [ ] FOUNDATION 2ND [ ] INSULATION �- [>4 FRAMING / STRAPPING [ ] FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: oe- J `t a � cle-ck Ab\witoptite - —U ♦ r DATE , a� S INSPECTOR --111r-' 'a� 2:(9,7ig3 765-1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION� REMARKS: .5111/ A��t�- /4C- 417-1,50/C-- DATE A ©✓ INSPECTOR ° Jet 765.1802 BUILDING DEPT. INSPECTION [ , FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: = - 6, a / _ g-c7 asvA DATE iirr INSPECTOR ig ? 1 r. • , • FIELD INSPECTION REPORT DA N COMMENTS FOUNDATION(1ST) .,/•--� ea.. :' , /L . .. .(r di.s i_. , 0 !I% lik ...tom_ 1......- ..a.- _._,. W * FOUNDATION(2ND) Ate'... ' ...a -- f , g®/?.: smug - t -2-174, a-5I . t.. •• - 6 _ --'✓ L / �' 9 rn� In i cola ,,,�_ /Q�� -> ROUGH FRAMING& �� �" /� , �I��p- God & , 7 v p PLUMBINGIrt Cdh.n.Ptit...oy.- r ' �r iiarl ' . • . , y Ya ' I i l / • o r / free .sa- 1 ' • V , 0 • / . / ‘ ;f INSULATION PER N.Y. �+--- ..,.........— STATE -_ ice " STATE ENERGY CODE 5717r%/Cj4J 1 z , / 1 •d i 't ie....-a-ct`I mc'-' . , -,.,%i _ _ i/� 32-1- D ' --4 w.. '.' C D , VJ Jk FINAL ifife4 ,. �.at -crte.. •0441e- i 6Cosi*,A �'_A,.<L it I e T J4L � -4 �', /,,� . . �'l y �ITION COMMENTS 1- 0 51‘ %MC - ri-o 21/... 7/1-kittuaktert-, Linkii-ti tr-bint.t.b) W" -, Irk& 46 Ott_ 71A)- cieN, . if-n4 2 wit rt ii ti it , * &---4 '73 W. *S --Teta Pa. L girg- o, — ttort—ke .e9 ./. 6 eceacts-elr----a- w/10 ' n Jroc 1 \c[ ' ck 1 • li , / , / r.-../ ` \t -17 1 �Z,..e*. 4 go, • _ _ 0 . _ -fl C,lo tr- o co-A0 an.A...,42 eeL... ct- 7...., , /t i r V TOW'_ 'OUTHOLD * BUILDING PERMIT APPLICATION CHECKLIST BUILL PARTMENT Do you have or need the following,before applying? TOWN 4 �\Board of Health SOUTH( . Y 11971 X4 sets of Building Plans TEL: (631 765-1802 Planning Board approval FAX: (631) 765-9502 )/,Survey www.northfork.net/Southold/ PERMIT NO. 30903 & 'Check eptic Form Ny'8- C Trustee s Examined I/I ,20 OS Contact: Approved I / R ,20 OS— Mail to: Disapproved a/c Phone: Expiration '7) I ,20 op Building Inspector SO 2 APPLICATION FOR BUILDING PERMIT Date I` \\ , 20 03 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. SMG t'\ \\OMCs (Signature of applicant or name,if a corporation) LAGW- /(Mailing address of applicant) \)6 6 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i Name of owner of premises '4c ci (`'.s t Ac (As on the tax roll or latest deed) If licant 'sc ora ' n, signature of duly authorized officer PRt�S . (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: f V-b SA.r.n\ ?o 4 t S 0. . _. t o c� House Number Street Hamlet MHDEI FA ACIIYJ County Tax Map No. 1000 Section Sage '2(0 B1bt'cw4W to t l t (o Subdivision V0tEST@Dor4 At F{te q,; ,:.. 3 ,ar Lot (Name) "' 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons a. Existing use and occupancy b. Intended use and occupancy CV.Etk-rA-L 3. Nature of work(check which applicable): New Building >e Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units l Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 2 9. Size of lot: Front Rear Depth 10. Date of Purchase I tC to oh( Name of Former Owner SEL. \>0L-b k t\G-S 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO)( 13. Will lot be re-graded? YES x' NO Will excess fill be removed from premises? YES NO X /ac.AaRF-.( LC` 14.Names of Owner of premises i'44-0-• k\OW ES Address `l"R'- 5 A; Phone No. SW-)62)- 91 eS Name of Architect W?-t $.. %AFT' Address 4'd' K,AoapaS Phone No 1,3/ - 544-l034a Name of Contractor Address \-104- Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this — day of 2003 Noblic� Signature of Applicant LYNDA M BONN NOTARY PUBUC,State of New York NO.01800020932,Suffolk County Term Expires March 8,20' . . . . ..1. / . .• •:::; ::::-.. . • ...:: .\\ . \ . BUILDIN--G—P-EV4--ITRICATIEWT-G-14—E-GlEi€ . . .. .. • ,.. • • . ....,.. . . . . ...:: • . . ... ..,. ,_;:t..• .. . . •.:,..., • Applicant/ ... .1,— tx grecCi Date. , \ ' Owners Name: U , C . . .... •Reviewea: ... , .._ , . Architect/ , Date Engineer: 2 .,,k.4, kr), 6,, Submitted: 11 (2.4 SCTM 1/: • . . . . . • • District 1000 Section: 7 93 131oCk: '2 Lot: 4, . . • Project • Subdivision Location: • Le3- crLur d qtd Narne: • r-ore-d-k-S, - • --.17---- • . sinoc& separate Required , j/A___ , • . . 4t..1- fcrai-e-‘) • . certification: (Yes/No) 'VI` . LJ-. -#. . . Rt. Req. •' Zoning District:1 .0( i()-L , . AC1(1111:10 4 (0? I (Lot coverage .0.4-.( •Propoed . . • Req. Req. Req. pont Yard PrOpOitd: I (Side Yard 'o : J (Rear Yard Proposed- • Project Description: il a_ - :, , • • • / 0.--1 3 c4,,__ . h ID . 4-04 7 .. . . AG_ENCVIRERMITS if‘9, • , , .., .- • • Permit.. REQUIRED FOR REVIEW kLit. N_C) • YES .• Number . • (pit'3tfil , Suffolk County Health.Dept. • . • , cY • • Now York State. D. a C. • • • i.V‘ . • . • . • • Town Trustees . • • - • . . • • • . • - - * Town Zoning Board approval: • • i7 r- • • . . Town Planning Board approval: • l/. . .• • . . . . . Flood Plane Elevation??? Flood Zone: • , ,,,.2.--4_-_. X . &___„.AL. fi,c . , . . . . . . Notes . • . . . . • • - ' . . •i41 . . • , .• • ° 0 ' . . . • • . e . . 3 . • • • • ' . . .. * . • . . • • . . ' . \ . . • • • • , . . . . • . . • . . . . • • . ' . .. • • . . . . . . . . . . . - . . . • . • • . . . • •' ' • . . . . • . . --.-... --.-.L.---------' • • - '....------------ . . . . . . . • . . . . . . .. . . • .. . . • . . • • -...... , , , . • 0 .• . . . . . • • • . • . . . . • • . • • . . . • • . . ' • . •... ..,. : . . .. . . • , • . . . • . • - . • . • . , . • Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/12/05 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit - Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Mcm, Homes Inc 6 Cherry Lane Mt. Sinai, NY 11766 Clerk ID: LBOHN Internal ID: 105761 cam 1 2 RECORDED Number of pages 0U4 Nay 13 0;2.32:09 Pll Etsrc? P.Ruhaine TORRENS CLERK OF y-7CLK MU-1W Serial# . . L Df70 'f X320 • L • - i F ttg° . Certificate# Prior Ctf.# Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 4_I r FEES — Page/Filing Fee Mortgage Amt • Handling 1.Basic Tax • TP-584 2.Additional Tax • Notation Sub Total • EA-52 17(County) _ Sub Total Spec,/Assit Or EA-5217(State) Spec./Add. 1 " ti RP.T.S.A U `ti a TOT.MTG.TAX I i Dual Town Dual County Comm of Fd. 5 00 ^' Held for Apportionment Affidavit 1' + s ..1,811 Transfer Tax Certified Copy 10 MansionlTax • The property covered by this mortgage is or Reg.Copy will be,{mproved by a.one or two Tamil. Sub Total • dwellmgaonly. Other ..VES or NO GRAND TOTAL . If NO,see appropriateftax clause on page ii PROP instrumentthinstrument 1,1 Real Property Tax Service Agency Verification J 6i 1 Colnrt rhity Pre lexvation Fund Dist.Sitz Ci Section B lock Lot Consideration Amount $ Stamp 1000 079.00 02.00 007.000 CPF Tex9Due • $ 526E054 Improved Initire Vacant Land J7 Satisfactions/Discharges/Reteases List Property Owners Mailing Address 'fl) RECORD&RETURN TO: • TD Wickham, Bressler, Gordon a Geasa, P.C. • TD P.O. Box 1424 Mattituck, New York 11952 18 I Title Company Information • DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION,made this/ day of May,2004, by J&C HOLDINGS, LP, with an. address of 3400 Lighthouse Road, P.O.Box 1925, Southold,New York 11971, referred to as the Declarant. WHEREAS,the Declarant is the owner of certain real property situate at North Bayview Road, Southold,Town of Southold,County of Suffolk and State of New York, SCTM# 1000-079.00- 02.00-007.000,more particularly bounded and described as set forth in Schedule"A" annexed hereto, (the"Property") and WHEREAS,the Declarant has applied to the Planning Board of the Town of Southold for approval to subdivide the Property into seven(7) parcels as shown on Subdivision Map of Forestbrook at Bayview, dated November 3,2003, and revised March 8,2004, and WHEREAS, in consideration of granting subdivision approval, and as a condition of said approval,the Planning Board has required that this Declaration be recorded in the Suffolk County • Clerk's Office, and WHEREAS,the Declarant has determined that the same will be for the best interest of the Declarant and subsequent owners of said parcels. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the Declarant, for the purposes of carrying out the intentions above expressed,does hereby covenant and agree that the Property shall hereafter be subject to the following covenants, which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs,executors, legal representatives, distributees, successors and assigns, to wit: 1. Lot 1 and Lot 6 shall each contain a 50' wide non-disturbed vegetation buffer at the rear of the lot, and a 100' wide non-disturbed vegetation buffer along the southerly boundary line of the lot which bothers North Bayview Road, as shown on said map and more fully described in Schedule"B" annexed hereto. • 2. Them shall be no driveway or other vehicular access from North Bayview Road to Lot 1 or Lot 6. Vehicular access to Lot 1 and Lot 6 shall be from Red Fawn Road only. 3. Lots 2,3, 4&5 shall each contain a 50'wide non-disturbed vegetation buffer at the rear of each lot as shown on said map and more fully described in Schedule"B"annexed hereto. 4. All non-disturbed vegetation buffers shown on the lots are permitted to be maintained to remove noxious,dead and decayed vegetation;provided that the area in which maintenance activity is conducted will be re-vegetated in accordance with a plan approved by the Planning Board with species native to Long Island and the State of New York; such clearing shall be subject to review by the Town Planning Board to insure the proper maintenance and preservation of the natural buffer. 5. Prior to any construction activity,the project must comply with SPDES General Permit#GP-02- 01 for Stomiwater Discharges Associated with Construction Activity administered by the New York State Department of Environmental Conservation(DEC)under the Phase II State Pollutant Discharge Elimination System(SPDES) Program. IN WITNESS WHEREOF,the Declarant above named has executed the foregoing Declaration on the day and year first above written_ J&C HOLDINGS,LP By: MaTine, Inc., General Partner BY:agate,0/ MZrSh C.hrictine r Hunado_President_ \ STATE OF NEW YORK SS: COUNTY OF SUFFOLK I EDWARD P. ROMAINE, CLERK OF THE COUNTY OF SUFFOLK AND CLERK OF THE SUPREME COURT OF THE STATE OF NEW YORK IN AND FOR SAID COUNTY(SAID COURT BEING A COURT OF RECORD) DO HEREBY CERTIF�IY THAT I HAVE COMPARED THE ANNEXED COPY Q5 DEED LIBER /43.& 0 AT PAGE /4'4o RECORDED i/��iaT AND THAT IT IS A JUST AND TRUE COPY OF SUCH ORIGINAL DECLARATION AND OF THE WHOLE THEREOF IN TESTIMONY WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED THE SEAL OF SAID COUNTY AND COURT THIS /.9 V.A. DAY OF 1224,9 j _ �� v CLERK 12-0169 12aliog SCHEDULE A DESCRIPTIO'1 dF PkdPEEtTY (page 1 of 3) ALL THAT CERTAIN PLOT, PIECE, OP. PARCEL OF LAND, SITUATE, LYING, AND BEING AT • SOUTHOLD, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK BEING MORE • PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FORMES] BY 773E INTERSECTION OF THE NORTHERLY SIDE OF NORTH BA/VIEW ROAD WITH THE WESTERLY SIDE OF THE LAND NOW OR FORMERLY OF JOHN D. '• HOOKER AND PATRICIA A. HOCKFR, WHICH POINT IS ALSO NORTH 73 DEGREES 27 MINUTES 40 •SECONDS WEST 226.76 1+EkL AS MEASURED ALONG THE NORTHERLY SIDE OP NORTH BA/VIEW ROAD FROM TEE WESTERLY SIDE OF NORTH BAYVIEW ROAD ALSO KNOWN AS NORTH ROAD TO BAYVIEW; RUNNING .12.lihN52h FROM SAID POINT OF BEGINNING WESTERLY ALONG THE NORTHERLY SIDE OF NORTH BAYVIEW ROAD THE FOLLOWING COURSES AND DISTANCES: 1. NORTH 73 DEGREES 27 MINUTES 40 SECONDS WEST 906.18 FEET; 2. NORTH 72 DEGREES 04 MINUTES 50 SECONDS WEST 352.75 FEET TO TEE LAND OF JOHN J. KENDALL; RUNNING THENCE ALONG SAID LAND, NORTH 16 DEGREES 48 MINUTES 40 SECONDS EAST 1026.78 FEET TO A WOODED MARSH; THENCE NORTH 44 DEGREES 11 MINUTES 40 SECONDS EAST ALONG A WOODED MARSH 294.71 FEET TO THE LAND OF EUGENE C. SCBWANICE AND AIYOUNG CHOI; RUNNING THENCE ALONG SAID LAND AND LAND NOW OR FORMERLY OP LAWRENCE J. AND MILDRED B. CULLEN', NORTH 66 DEGREES 32 MINUTES 10 SECONDS EAST 214.13 FEET TO SUBDIVISION MAP OF JAMES W. DAWSON; RUNNING THENCE ALONG SAID SUBDIVISION MAP THE FOLLOWING 4 COURSES AND DISTANCES: 1. NORTH 76 DEGREES 16 MINUTES 50 SECONDS EAST 191.60 FEET; • 2. NORTH 51 DEGREES 09 MINUTES 40 SECONDS EAST 307.17 FEET; 3 . SOUTH 72 DEGREES 30 MINUTES 10 SECONDS EAST 201.33 FEET; 4. SOUTH 67 DEGREES 17 MINUTES 10 SECONDS EAST' 72.42 FEET TO LAND MOW OR FORMERLY OF DONALD F. AND JOAN E. BERTON; RUNNING THENCE ALONG SAID LAND AND LAPID NOW OR FORMERLY OF STEDMAN, LAND NOW OR FORMERLY WALSER, SOUTH 21 DEGREES 22 MINUTES 10 SECONDS WEST 699.79 FEET; • RUNNING THENCE SODUTI3EASTERLY STILL ALONG THE LAND OF WALSER AND LAND NOW OR FORMERLY OF SMITH AND GEBRIEL THE FOLLOWING 3 COURSES AND DISTANCES: 1. SOUTH 68 DEGREES 37 MINUTES SO SECONDS EAST 25.00 ELLr1; 2. SOUTH 21 DEGREES 22 MINUTES 10 SECONDS WEST 10.00 FEET; 0 SCHEDULE A DESCRIPTION OF PROPERTY (page 2 of 3) 3_ SOUTH'49 DEGREES 20 MINUTES 20 SECONDS EAST 211.90 FEET TO THE WESTERLY SIDE OF NORTH BAYVIEW ROAD ALSO KNOWN AS NORTH ROAD TO BAYVIEW; THENCE SOUTHERLY ALONG SAID NORTH BAYVIEW ROAD THE FOLLOWING 2 COURSES AND DISTANCES: 1. SOUTH 21 DEGREES 22 MINUTES 10 SECONDS WEST 40.76 FEET; 2. SOUTH 26 DEGREES 02 MINUTES 20 SECONDS EAST 353 .15 FEET TO .LAND NOW OR FORMERLY OF HAMLIN; RUNNING THENCE ALONG SAID LAND AND LAND NOW OR FORMERLY OF MCCARTHY AND LAND NOW OR FORMERLY OF ROCKER, SOUTH 21 DEGREES 07 MINUTES 30 SECONDS WEST 677.65 FEET TO THE POINT OR PLACE OF BEGINNING. EXCEPTING SO MUCH AS NOW OR FORMERLY OWNED BY PAUL E. HALE AND ADELAIDE M. HALE BEING MORE PARTIC;rLARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT 1Eu, NORTHEASTERLY CORNER OF THE HEREINAFTER DESCRIBED PREMISES; SAID POINT BEING DISTANT 4 COURSES AND DISTANCES From A MONUMENT SET ON THE WESTERLY SIDE OF NORTH ROAD TO BAYVIEW AT THE SOUTHEAsTELRY CORNER OF LAND NOW OR FORMERLY OF MARY K. SMITH AND NAMaRA JO GABRIEL: 1) NORTH 49 DEGREES 20 MINUTES 20 SECONDS WEST 211.90 FEET; 2) NORTH 21 DEGREES 22 MINUTES 10 SECONDS EAST 10.00 FEET; 3) NORTH 68 DEGREES 37 MINUTES 50 SECONDS WEST 290.00 FEET; 4) NORTH 21 DEGREES 22 MINUTES 10 SECONDS EAST 40 FEET TO THE TRUE POINT OR PLACE OF BEGINNING; RUNNING THENCE SOUTH 21 DEGREES 22 MINUTES 10 SECONDS WEST 185.00 FEET; THENCE SOUTHWESTERLY ALONG AN ARC OF A CURVE BEARING TO THE RIGHT HAVING A RADIUS OF 25.00 FEET A LENGTH OF 39.27 FEET; THENCE NORTH 68 DEGREES 37 MINUTES 50 SECONDS WEST 235.00 FEET; THENCE WESTERLY ALONG AN ARC OF A CURVE BEARING TO THE LEFT HAVING A RADIUS OF 101.17 FEET A LENGTH OF 40.00 FEET; THENCE NORTH 02 DEGREES 07 MINUTES 30 SECONDS EAST 230.69 FEET; THENCE SOUTH 68 DEGREES 37 MINUTES 50 SECONDS EAST 375.00 FEET TO THE POINT OR PLACE OF BEGINNING. TOGETHER WITH A RIGHT OF WAY 20 FEET IN WIDTH BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: • LEMALA -LEGAL DESCRIPTION CONTINUED- 0 0 SCHEDULE A DESCRIPTION OF PROPERTY (page 3 of 3) BEGINNING AT A POINT POINT ON THE WESTERLY SIDE OF NORTH ROAD. TO BAIVIEW DISTANT 9.99 FEET SOUTHERLY FROM ITS INTERSECTION WITH THE SOUTHERLY LINK OF LAND NOW OR FORMERLY OF MARY K. SMITH AND BARBARA TO GABR TFL; RUNNING THENCE SOUTH 21 DEGREES 22 MINUTES 10 SECONDS WEST ALONG THE WESTERLY SIDE OF NORTH ROAD TO EAYVIEW 22.31 FEET; 14 THENCE NORTH 42 DEGREES 19 MINUTES 50 SECONDS WEST 208.34 FEET; i . THENCE NORTH 68 DEGREES 37 MINUTES 50 SECONDS WEST 303.33 FEET; THENCE NORTH 21 DEGREES 22 MINUTES 10 SECONDS EAST 20 .00 MEET; ' - THENCE SOUTH 68 DEGREES 37 MINUTES 50 SECONDS EAST 307-90 FEET; THENCE SOUTH 42 DEGREES 19 MINUTES 50 SECONDS EAST 203.13 FEET TO THE WESTERLY SIDE OF NORTE ROAD TO BAYVTEW AT THE POINT OR PLACE OF BEGINNING. FOR INFORMATION ONLY: DISTRICT 1000 SECTION 079-00 BLOCK 02.00 LOT 007.000 • 0 S®ULE "B" - (page 1 of 2) - LEGAL DESCRIPTION BUFFER DESCRIPTION ALL TEAT CERTAIN PLOT, PIECE, OR PARCEL OF LAND, SITUATE, LYING, AND BEING AT BAYVIEW, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED A SFOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY SIDE OF NORTH BAYVIEW ROAD AT THE SOUTH WEST CORNER, OF PREMISES RH REIN TO BE DESCRIBED, SAID POINT OR PLACE OF BEGINNING BEING DISTANT TEE FOLLOWING 2 COURSES AND DISTANCES FROM THE EASTERLY BOUNDARY • LINE OF LAND NOW 'OR FORMERLY OF JOHN G. KENDALL; 1. SOUTH 72 DEGREES 04 MINUTES 50 SECONDS EAST 352.75 FEET; 2. SOUTH 73 DEGREES 27 MISNTES 40 SECONDS EAST 267.74 FEET TO THE TRUE POINT OR PLACE OF BEGINNING; RUNNING THENCE FROM SAID POINT OR PLACE OF BEGINNING NORTH 16 DEGREES 32 MINUTES 20 SECONDS EAST 106.26 NEE1; RUNNING THENCE NORTHERLY ALONG THE ARC OF A CURVE BEARING TO THE LEFT HAVING A RADIUS OF 300.00 FEET A DISTANCE OF 172.01 FEET; . RUNNING THENCE ALONG THE ARC OF A CURVE BEARING TO THE RIGHT HAVING A RADIUS OF 352.00 FEET A DISTANCE OF 1148.87 FEET; RUNNING THENCE SOUTHEASTERLY ALONG TRE ARC OP A CURVE BEARING TO THE LEFT HAVING ' A RADIUS OF 175.00 FEET A DISTANCE OF 153.70 FEET TO LAND NOW OR FORMERLY OF EDGAR AND EILEEN E- HAMLIN; RUNNING THENCE ALONG SAID LAND AND ALONG LAND NOW OR FORMERLY OF ROBERT AND MONA MCCARTHY AND ALONG LAND NOW OR FORMERLY OF JOHN AND PATRICIA HOOKER SOUTH 21 DEGREES 07 MINUTES 30 SECONDS WEST 677.65 FEET TO THE NORTHERLY SIDE OF NORTH HAYVIEW ROAD; RUNNING THENCE ALONG THE NORTHERLY SIDE OF NORTH BAYVIEW ROAD NORTH 73 DEGREES 27 MINUTES 40 SECONDS WEST 269.19 FEET; RUNNING THENCE NORTHERLY ALONG THE ARC OF A CURVE HEARING TO THE RIGHT HAVING A RADIUS OF 25.00 FEET A DISTANCE OF 39.27 FEET; RUNNING THENCE NORTH 16•DEGREES 32 MINUTES 20 SECONDS EAST 75.01 FEET; RUNNING THENCE SOUTH 73 DEGREES 27 MINUTES 40 SECONDS EAST 252.10 FEET; • RUNNING THENCE NORTH 21 DEGREES 07 MINUTES 30 SECONDS EAST 386.85 FEET; RUNNING THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE BEARING TO THE RIGHT HAVING A RADIUS OF 225.00 FEET A DISTANCE OF 154.15 FEET; RUNNING THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE SEARING TO THE LEFT HAVING n ve.,non •vnnr ncc.nvr txnrnwt_ nc Inc in.. a SCHEDULE "B" - (page 2 of 2) LEGAL DESCRIPTION • A RADIUS OF 302.00 FEET A DISTANCE OF 328.56 FEET; • RUNNING THENCE WESTERLY ALONG flue ARC OF A CURVE BEARING TO THE LEFT HAVING A RADIUS OF 302.00 FEET A DISTANCE OF 328.56 FEET; RUNNING THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE BEARING TO TEE LEFT HAVING A RADIUS OF 302.00 FEET A DISTANCE OF 318.63 FEET; RUNNING TEENCE SOUTHERLY ALONG THE ARC OF A CURVE BEARING TO THE RIGHT HAVING A RADIUS OF 350.00 FEET A DISTANCE OF 200.68 FEET; RUNNING THENCE SOUTH 73 DEGREES 27 MINUTES 40 SECONDS EAST 244.24 FEET; RUNNING THENCE SOUTH 16 DEGREES 32 MINUTES 20 SECONDS WEST 75.01 FEET; I ' RUNNING THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE BEARING TO TEE RIGHT HAVING A RADIUS OF 25.00 FEET A DISTANCE OF 39.27 FEET TO THE NORTHERLY SIDE OF NORTH BAYVIEW ROAD; AND THENCE ALONG THE NORTHERLY SIDE OF NORTH BAYVIEW ROAD NORTH 73 DEGREES 27 MINUTES 40 SECONDS WEST 269.24 FEET TO THE POINT OR PLACE OF BEGINNING. OMPONENTS INC. To: I OKSIDE AVE. Delivery List CHESTER, N. 10918 SIDER LBRJob Number INV32105BW _— Phone:845-069-9191 Fax:845-469-4611 711 MIDDLE COUNTRY ROAD Page: 1 Project:MCM HOME Block No: _ -- PO BOX 613 Date: 03-28-2005-8:30:15 AM � Model: Lot No: ST.JAMES''NY'1 l\87 Project ID: 314BW Contact: Site: Office: _ - Deliver To: Account No: 362569896 Name: JOB LOT 6 Designer: DAVID A. Phone. 631-265-1012North Bay View rd. Salesperson: TONY SALVAGNO . Fax: 631-2 5-1077 Quote Number: 3146W i South Hold, NY Tentative Delivery Date: l.� 17�OS P.O.Number: 35915 Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 8-0-0 1 9 RI 38-0-0 PIGGYBACKTRUS.00 0-0-0 0-0-0 11- 177lbs.each l 5 0.7_ ....0-0 _ 5 Rows Lat Brace 0.00 8 0-0 O- _.. 9 RICAP lbs.each 15-1-6 PIGGYBACK 000 8.0010-0 0 ill 11T I 1 RIC 38-0-0 PIGGYBACK TR 23.00 0.-0-0 0-0-0 , .. 239 lbs.each 0 00 5-0-] 1 RICCAP 15-1-6 PIGGYBACK 8.00 0-0-0 0-0-0 ,,,I 64 lbs.each 0.00 1 1 _. _ _..t- _.. 22 TI 36-6-0 MOD.QUEEN 8.00 o-o-o '0-0-0 !, 206 lbs.each 3 Rows Las Brace 0.00 1 0 i1 ;,I ll 2 TIG ssv lbs.each 136-6-U 9RowsQLatBnce 10EN .0 7 ��o-o oIlo-o-o il. MISC.ITEMS Quantity: Description: LOADING 55/7/0/10 SPACING 2 FT.O.C. ***iNSTRUCTIONS INCLUDED ON HOW TO SCAB OVER HANGS ON*** ***iNTRSUCTIONS INCLUDED ON HOW TO CONNECT CAPS*** THANK YOU-BRYAN WILTON ! Above listed items hm'cheer relived in good condition. (exception IntcC • i MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: 314BW Telephone 314/434-1200 Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by P.D.J. Components. Pages or sheets covered by this seal: I8069438 thru I8069443 My license renewal date for the state of New York is June 30,2005. 'StOf Nett y�Q �, GARo. Cf. • 41 o 'O o8;og\ // 9opesstaN; March 29,2005 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer;per ANSI/TPI-2002 Chapter 2. !Job314BW R1 PIGGYBACK TRUSS - gty �Fl 1 - - 18069438' Truss TrussT e O Y Job Refnce( ti nal) P.D.J.COMPONENTS INC..CHESTER,N.V. 5.200 s Jan 16 2004 MiTekoIndustries,Inc. Mon Mar 28 07:39:33 2005 Page 1 511-2 I _.._11-55 1 _,_1663 l 21-513 1 26611 ._ I 32014 ___ I 360.0 -i 5-11-2 564 5-0-14 4-11-10 5-0-14 5-6-4 5-11-2 -_ Scale=1:65.1 4x6= 3x4= 1x3 11 4x6 3 4 5 6 ice _— ,-_"- ° --- [:. 8.00 12 ix3 1x3 G 2 7.- e 1 g x6 12 11 10 9 /x8= 5x8= 3x4= 3x8= 5x8= 1149 _ 1 1663 21-5-13 I 26-5-7 I 38-0-0 11-6-9 4-11-10 4-11-10 4-11-10 11-6-9 Plate Offsets(X,Y): [1:0-0-0,0-0-4],[3:0-0-0,0-2-0],[6:0-4-4,0-2-0],[8:0-0-0,0-0-4],[9:0-4-0,0-3-0],[12:0-4-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.84 Vert(LL) -0.40 8-9 >999 240 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.82 8-9 >555 180 BCLL 0.0 Rep Stress'nor YES WB 0.76 Horz(TL) 0.12 8 nta iVa BCDL 10.0 Code IBC2000/ANSI95 (Simplified) Weight:177 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 *Except' TOP CHORD Sheathed or 2-6-11 oc purlins,except 3-6 2 X 4 SYP No.2 2-0-0 oc purlins(2-8-10 max.):3-6. BOT CHORD 2 X 4 SW No.1 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 2 X 3 SPF Stud WEBS 1 Row at midpt 4-11,5-10,3-11,4-10,6-10 REACTIONS (lb/size) 1=1817/0-3-8,8=1817/0-3-8 Max Horz 1=-429(Ioad case 5) Max Uplift1=-732(Ioad case 6),8=-732(load case 5) Max Gray 1=2425(load case 2),8=2425(Ioad case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=3473/1182,2-3=-2901/1098,6-7=-2901/1098,75=3473/1182,3-0=-2752/1143,45=-2752/1143,55=-2752/1143 BOT CHORD 1-12=-1304/2855,11-12=1056/2417,10-11=-1190/2752,9-10=-784/2417,8-9=-875/2855 WEBS 3-12=-191/468,6-9=-191/488,4-11=-760/530,5.10=585/392,2-12--537/485,3-11=576/1030,4-10=-209/209, 6-10=576/1030,7-9=537/485 NOTES (8-9) 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. I 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. ��" 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. { OF NEh,Y 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 732 Ib uplift at joint 1 and 732 lb uplift at joint 't a. kr �J]'''G4gds.09 7)Design assumes 4x2(fiat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 'f" 8)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. * 14/ 9)ACCEPTED BY: DATE: r- f !4' Y'` :$1 ' Cr LOAD CASE(S)Standard C'7 1 -- ii W m �'*a rS:x 2 y� �00� .089� � 4 � R0FESS1014 March 29,2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE UBE. 14515 N.Outer Forty, ® Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and BCSI1 Building Component M•Tek® Safely information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION P/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths Damage or Personal Injury li Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII. 0 �/r' 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack — materials on inadequately braced trusses. I-111* p 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate 0 other interested parties. plates 0- 1/16"from outside a 4. Cut members to bear tightly against each other. edge of truss. Or a 5. Place plates on each face of truss at each joint and 07-8 06-7 C5-6 2 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. — required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width 4isX 4 perpendicular to slots.Second to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use I or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. Q51 number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: El ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, ----ler-, Guide to Good Practice for Handling, TEE-LOK Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V\/V V''V ..18069439 1 IJob Truss ITruss Type ,City 7Ply 314BW R1CAP PIGGYBACK 9 1 —__ �__ ,_ Jab Reference(optional) P.D.J.COMPONENTS INC.,CHESTER,_N.Y. 5.200 s Jan 16 2004 MiTek Industries,Inc. Mon Mar 28 07:39:34 2005 Page 1 7811 ._. 15-1E ��7811 7811 �- 4x4= Scale=1:31.0 4 8.00[12 1x3 II 1x3 II • 5 3 6 12 r ..A. - 8 "-- Es ' Y•.• 3x4 :'1x3 II ......:5:1x3•II S+ .. ::'1x3•IIS•:....... X41:3•:.. I—__ __ 15-1-6 - I 15-1-6 _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.29 Vert(LL) n/a - n/a 999 MII20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress!nor YES WB 0.19 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:53 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF Stud REACTIONS (lb/size) 1=-47/15-1-6,7=-47/15-1-6,2=253/15-1-6,6=253/15-1-6,9=307/15-1-6,10=343/15-1-6,8=343/15-1-6 Max Horz 1=-271(load case 5) Max Uplift1=-149(load case 5),7=51(load case 3),2=-151(load case 7),6=-95(load case 7),9=-29(load case 7),10=333(load case 7),8=-331(load case 8) Max Gray 1=167(load case 6),7=44(load case 8),2=308(load case 2),6=308(load case 3),9=307(load case 1),10=527(load case 2),8=527(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=318/314,23=-193/171,31=-213/203,45=-213/162,5-6=-148/86,6-7=-21/58 BOT CHORD 2-10=57/134,9-10=-67/134,8-9=-67/134,65=-67/134 WEBS 4-9=-224/72,3-10=152/364,5.8=-452/363 NOTES (10-11) 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=4.2psf;BCDL=5.0psf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 1Q F NEW 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1,51 lb uplift at joint 7,151 ,`v lb Cr Ib uplift at joint 2,951b uplift at joint 6,291b uplift at joint 9,3331b uplift at joint 10 and 331 Ib uplift at joint 8, kt ,Ji.,NI GAAc 9)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS /- 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 11)ACCEPTED BY: DATE: 1ftt L.....)* LOAD CASES)Standard i. P March 29 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, awn® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component, Suite#300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,D5889 and BCSII Building Component MiTek® Safely Information available from Truss Plate Institute,583 D'Onofrlo Drive,Madison.WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property Damage or Personal Injury rte= offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII. 2 0 /1e' 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack an Cl z C2-3 materials on inadequately braced trusses. 'Maar pN WEBS 3. Provide copies of this truss design to the building ° designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate 0 u3 ^ o other interested parties. plates 0-Via"from outside a0 .0.5) a U 4. Cut members to bear tightly against each other. edge of truss. o ° a 5. Place plates on each face of truss at each joint and C7-8 C6-7cse FO embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. — required direction of slots in 8 7 6 5 connectorplates. 6. theaccord Design assumes trusseswill be suitably protected from the environment in acwith ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in Mitek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all F Indicated by symbol shown and/or SOCA 96-31,95-43,9620-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output,Use T, or Eliminator bracing spacing shown on design. if indicated. 1060 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,96046,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur ® 16. Install and load vertically unless indicated otherwise. Industry Standards: Mil ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, —rely Guide to Good Practice for Handling, Installing&Bracing of Metal Plate TEE-LOK ©2004 Mitek® Connected Wood Trusses. V\/\j I/VI i Job 1,Truss Truss Type I MY Ply 8069440 3145W RIG PIGGYBACK TRUSS 1 1 I l_ Job Reference(optional) s P.D.J.COMPONENTS INC.,CHESTER,N.V. 5.200 s Jan 16 2004 MITex Industries,Inc. Mon Mar 28 07:39:35 2005 Page 1 __.1135 ,_ I -. 26.611_ -. I - _.38-0.0 _ 1185 15-1£ 1155 Scale=1:66.3 3x4= 3x4= 22 10 11 12 13 14 15 116 17 18 19 20 21 g ! sI va_- __ 23 e e e v a -� a -4 IN e 24 em z zs 7 6 26 5 27 4 2B 4 29 3 30 2 31 II 14711714111 o v o o e e I 0 z4- , 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 •33••32 .3x4= 5x6= 5x6= I -_ 38-00 .. i 3800 Plate Offsets(X,Y): [10:0-2-0,0-1-5],[22:0-2-0,0-2-3],[42:03-0,0-3-0],[48:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.15 Vert(LL) n/a - n/a 999 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina- YES WB 0.28 Horz(TL) 0.01 31 ata n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:239 lb LUMBER BRACING TOP CHORD 2 X4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins,except BOT CHORD 2 X 4 SYP No.2 2-0-0 oc purlins(6-0-0 max.):10-22. OTHERS 2 X 3 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=79/38-0-0,31=79/38-0-0,45=128/38-0-0,46=128/38-0-0,47=128/38-0-0,48=129/38-0-0,49=129/38-0-0, 50=123/38-0-0,51=120/38-0-0,52=129/38-0-0,53=129/38-0-0,54=129/38-0-0,55=128/38-0-0,55=131/38-0-0, 57=117/38-0-0,55=169/38-0-0,44=128/38-0-0,43=128/38-0-0,42=129/38-0-0,41=129/38-0-0,40=123/38-0-0, 35=120/38-0-0,35=129/38-0-0,37=129/38-0-0,35=129/38-0-0,35=128/38-0-0,34=131/38-0-0,33=117/38-0-0, 32=169/38-0-0 Max Horz1=-412(load case 5) Max Uplift1=-135(load case 5),31=-30(load case 6),45=-92(load case 5),46=-92(load case 6),47=-92(load case 6), 48=-94(load case 5),49=-98(load case 5),50=-74(load case 6),51=-41(load case 6),52=-118(load case 7), 53=-123(load case 7),54=-118(load case 7),55=-118(load case 7),56=-120(load case 7),57=-107(load case 7), 58=-166(load case 7),44=-92(load case 6),43=-91(load case 5),42=-94(load case 5),41=-96(load case 6), 40=-73(load case 6),38=-117(load case 8),37=-125(load case 8),36=-118(load case 8),35=-117(load case 8), 34=-120(load case 8),33=-107(load case 8),32=-163(load case 8) Max Grav1=200(load case 6),31=119(load case 8),45=184(load case 2),46=184(load case 2),47=184(load case 2), 48=185(load case 3),49=189(load case 3),50=177(load case 2),51=173(load case 2),52=184(load case 2), 53=184(load case 2),54=184(load case 2),55=183(load case 2),58=187(load case 2),57=167(load case 2), 58=242(load case 2),44=184(load case 3),43=184(load case 3),42=i 85(load case 2),41=189(load case 2), 40=177(load case 3),39=173(load case 3),38=184(load case 3),37=184(load case 3),36=184(load case 3), - 35=183(Icad case 3),34=187(load case 3),33=167(load case 3),32=242(load case 3) ��OF NEtjr Y FORCES (Ib)-Maximum Compression/Maximum Tension (a`A p TOP CHORD 1-2=385/269,23=316/256,3-4=-265/249,4-5=-212/243,5-6=-159/236,6-7=-106/235,7-8=-73/283,8-9=-73/327, A JAN Rc/ 9-10=-69/291,22-23=-69/292,2324=-73/311,24-25=-73/233,25-26=-72/150,26-27=-72/87,27-28=-72/62,28-29=-94/69, 4i 'F' 2930=-170/75,3031=-269/86,10-11=-24/300,11-12=-24/300,12-13=-24/300,13-14=-24/300,14-15=-24/300, * 11( * 15-16=-24/300,16-17=-24/300,17-15=-24/300,18-19=-24/300,19-20=-24/300,20-21=-241300,21-22=-24/300 ': BOT CHORD 155=-70/260,5755=-70/260,56-57=-70/260,5555=-70/260,54-55=-70/260,5354=-70/260,5253=-70/260, r (if'r'.1 i{' W 5152=-70/260,5051=-70/260,4950=-70/260,4849=-70/260,47-43=-70/280,46-47=-70/260,4546=-70/260, ) ,l1:i .-_i[ W 44-45=-70/260,43-44=-70/260,42-43=-70/260,41-42=-70/260,40-41=-70/260,39-40=-70/260,3839=-70/260, . •+'s'4 . 3738=-70/260,3637=-70/260,35-36=-70/260,34-35=-70/260,3334=-70/260,3233=-70/260,3132=-70/260 WEBS 16-45=-157/105,15-46=-157/105,14-47=-157/105,13-48=-158/108,12-49=-162/111,1150=-151/87,951=-146/54, % 4 08 000 �1.. � 8-52=-158/131,7534-158/137,654=-157/131,555=-157/131,4-534-158/132,357=-149/128,2534-189/164, ,4 17-44=-157/105,18-434-157/105,19-42=-158/108,20-41=-162/109,21-40=-151/87,23-35=-146/2,24334-158/130, 25-37=-158/138,26-36=-157/131,27-35=-157/131,2834=-158/132,29-33=-149/126,3032=-189/162 90FESS1.00 ConBnued on page 2 ___ March 29.2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, ® Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component M iTek® Safely Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison.WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property Damage or Personal Injury MIMEA offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths '■� Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 2 0 /16 , 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack — materials on inadequately braced trusses. 511.11100, p 43. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate O other interested parties. plates 0- 1/16"from outside a0 U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and C7-8 06-7 C5-6 OF embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. — required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in Mitek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width P v 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements, LATERAL BRACING 11. Lumber used shall be of the species and size,and in all F Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1 96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. f indicated. CBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. Hnumber where bearings occur. __® 16. Install and load vertically unless indicated otherwise. l Industry Standards: ANSI/TPI l: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, ---i<L>T--..._ Guide to Good Practice for Handling, Installing & Bracing of Metal Plate TEE-LOK ©2004 Mitek® Connected Wood Trusses. V" V-VW4 • Job —�— Truss ---- Truss Typo 'dry Ply 18069d40 .3149W R1G 1 PIGGYBACK TRUSS 1 1 __ Job Reference(op8ona0 P.D.J.COMPONENTS INC.,CHESTER,N.V. 5.200 s Jan 16 2004 MiTek Industries,Inc. Man Mar 28 07:39:35 2005 Page 2 NOTES (12-13) • 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=42psf;BCDL=5.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=133. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 7)All plates are 1x3 MII20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 1-4-0 oc. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 1,30 lb uplift at joint 31,92 lb uplift at joint 45,92 lb uplift at joint 46,92 lb uplift at joint 47,94 lb uplift at joint 48,98 lb uplift at joint 49,74 lb uplift at joint 50,41 lb uplift at joint 51,118 lb uplift at joint 52,123 lb uplift at joint 53,118 lb uplift at joint 54,118 lb uplift at joint 55,120 lb uplift at joint 56,107 lb uplift at joint 57,166 lb uplift at joint 58,92 lb uplift at joint 44,91 lb uplift at joint 43,94 lb uplift at joint 42,96 lb uplift at joint 41,73 lb uplift at joint 40,117 lb uplift at joint 38,125 lb uplift at joint 37,118 lb uplift at joint 36,117 lb uplift at joint 35,120 lb uplift at joint 34,107 lb uplift at joint 33 and 163 lb uplift at joint 32. 11)Design assumes 4x2(flat orientation)purlins at cc spacing indicated,fastened to truss TC w/2-10d nails. 12)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 13)ACCEPTED BY: DATE: LOAD CASE(S)Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, r•-® Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of Individual web members only Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding fabrication,quality control,storage,delivery erection and bracing,consult ANSI/IPII Quality Criteria,DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION is/4 *Center plate on joint unless x,y Failure Follow Could Cause Property offsets are indicated. 6-4-8 I dimensions shown in ft-in-sixteenthsMIN Damagea or Personal Injury ,- Dimensions are in ft-in-sixteenths. I A Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BOSH. 2 D-/" 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack —igM materials on inadequately braced trusses. 111111.10or1 iiiiiiihLe 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all * other interested parties. For 4 x 2 orientation,locate plates 0- 1/16"from outside a a 4. t members r ly agt each other. edge of truss. a 5. Place Cuplates onto eachbeaface tightof trussainsat each joint and 0-8 C6-7 Cs-s O2 embed fully.Knots and wane at joint locations are — *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all F Indicated by symbol shown and/or SOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the output.Use T, or Eliminator bracing 12. Top chords must be sheathed or purlins provided at spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,96048,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior S reaction section indicates joint approval of a professional engineer. number where bearings occur. _a 16. Install and load vertically unless indicated otherwise. Industry Standards: MI ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, /I<>1----._ Guide to Good Practice for Handling, Installing&Bracing of Metal Plate TEE-LOK ©2004 Mitek® Connected Wood Trusses, I IMICA •(Job ITruss TTruss Type 7City r Ply 180694411 314BW RIGCAP PIGGYBACK I1 1 - _ L. __ i Job Reference(optional) • PD.J.COMPONENTS INC..CHESTER,N.V. 5.200 s Jan 16 2004 MiTek Industries.Inc. Mon Mar 28 07:39:36 2005 Page 1 -_ .__ 7-6-11 ._ 15-16 I- ---I 7-6-11 7-6-11 4x4= Scale=1:31.0 7 6 U. 8 8,00 Iii • 9 • • 3 a 115 10 - 11 fl` 12 1 2 r 13 d axa- axe. I-- 1516 - I 15-1-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) pdefl Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MI120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) Na - n/a 999 BCLL 0.0 Rep Stress loci YES WB 0.07 Horz(TL) 0.00 12 Na n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:6516 LUMBER BRACING TOP CHORD 2 X4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF Stud REACTIONS (Ib/size) 1=-3/15-1-6,13=-3/15.1-6,2=133/15-1-6,12=133/15-1-6,18=102/15-1-6,19=125/15-1-6,20=130/15-1.6, 21=125/15-1-6,22-141/15-1-6,17=125/15-1-6,16=130/15-15,15=125/15-15,14=141/15-15 Max Horz 1=-271(bad case 5) Max Upliftl=-149(load case 5),13=5(load case 4),2=-63(load case 6),12=-13(load case 7),19=-94(load case 7), 20=-127(bad case 7),21=-114(load case 7),22=-I36(Ioad case 7),17=-86(load case 8),16=-130(Ioad case 8), 15=-114(bad case 8),14=-134(load case 8) Max Grav1=153(Ioad case 6),13=9(load case 8),2=182(Ioad case 2),12=182(Ioad case 3),18=113(load case 8), 19=185(bad case 2),20=188(load case 2),21=179(load case 2),22=202(load case 2),17=185(load case 3), 16=188(load case 3),15=179(load case 3),14=202(Ioad case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-311/314,23=-221/153,3-0=-161/143,4-5=-109/136,5-5=-69/164,6-7=-69/190,73=-69/175,8-0=-69/113, 9-10=-67/63,10-11=-71/53,11-12=-143/62,12-13=-4/35 BOT CHORD 2-22=53/174,21-22=53/174,20-21=-53/174,19-20=53/174,18-19=53/174,17-18=53/174,16-17=53/174, 15-16=53/174,14-15=53/174,12-14=-53/174 WEBS 7-18=-100/6,6-19=-158/108,5-20=-160/140,4-21=-155/129,3-22=-167/144,8-17=-158/100,9-16=-160/142, 10-15=-155/129,11-14=-167/142 NOTES (11-12) 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left o NEhe and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. ,�k. y 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable Ast Jp$GA Fin OA, End Detail" CO % 9 3. 3)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 n. 4)Unbalanced snow loads have been considered for this design. * i t * 9 = r•' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. r t-,. `4- W 6)All plates are 1x3 MI120 unless otherwise indicated. C1 7)Gable requires continuous bottom chord bearing. i .�"j 'u- IT al 8)Gable studs spaced at 1-4-0 oc. e • # 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1,5 lb uplift at joint 13,63 9 lb uplift at joint 2,13 lb uplift at joint 12,94 lb uplift at joint 19,127 lb uplift at joint 20,114 lb uplift at joint 21,136 lb uplift at joint 22,86 Ib �'�A NG-0800 4. 4� uplift at 10)SEE MiTek STANDARDPIGGYBACKnt 17,130 lb uplift I14 lb uplift at joint 15 and 134 lb uplift at joint 14.TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS A�FESSVONP Continued on page 2 -__ _.._. March 29,2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, ® Design valid for use only with MITek connectors,This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury rr•� offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths ii,iikDimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII. 0�/16� 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack — materials on inadequately braced trusses. r 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all r 4 x 2 orientation,locate 0 other interested parties. plates 0- r/16"from outside 0 U 4. Cut members to bear tightly against each other, edge of truss. r Cl- 5. Place plates on each face of truss at each joint and 07-B 08-7O -7 c5-6 F embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. — required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in Mitek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width is to camber for dead load deflection. 4 x 4 perpendicular to slots.Second dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. 1, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T, or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. yy Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior } reaction section indicates joint approval of a professional engineer. EI number where bearings occur. __® 16. Install and load vertically unless indicated otherwise. 129 Industry Standards: MI! ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, .--r<>I� Guide to Good Practice for Handling, TEE-LOK Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. . Job Truss 'Truss Type I Oty ,Ply - .. 18069441, 314BW RtGCAP PIGGYBACK I1 1 'Job Reference(optional) _ _ P.D.J.COMPONENTS INC„CHESTER,N.Y. 5.200 s Jan 16 2004 MiTek Industries,Inc. Mon Mar 28 07:39:36 2005 Page 2 11)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 12)ACCEPTED BY: DATE: LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, 0 Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB89 and BCSII Building Component MiTek® Safely Inlormotlon available from Truss Plate Institute,583 D'Onofria Drive,Madison,WI 53719. • Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury ra offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths gi v Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g.diagonal Apply plates to both sides of truss and securely seat. or X-bracing,is always required.See BCSII. 0'/le' 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack _ illr materials on inadequately braced trusses. ii smaiir p4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate o other interested parties. plates 0- 1 from outside edge of truss.ss. a0 �� a U 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and C7-8 C5-7 cs-s FO embed fully.Knots and wane at joint locations are — *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width is to camber for dead load deflection, 4 x 4 perpendicular to slots.Second dimension is the lengthparallel 9 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all F Indicated by symbol shown and/or SOCA 96-31 95-43 96-20-1,96-67 84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T, or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. EI number where bearings occur. _ 16. Install and load vertically unless indicated otherwise. Industry Standards: MI ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M trek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, ----Ter---._ Guide to Good Practice for Handling, Installing &Bracing of Metal Plate TEE-LOK ©2004 Mitek® Connected Wood Trusses. V\/N I/f'N Qty Ply I • Job I Truss Truss Type 8089442 314BW T1 MOD.QUEEN X22 1 Job Reference(optional) P.D.J.COMPONENTS INC..CHESTER,N.V. 5.200 s Jan 16 2004 MiTek industries,Inc. Mon Mar 28 07:39:37 2005 Page 1 I-- -6-0i I 12-3-10 ) 18-3-0 -. I 24-2-6 _l 30-1-12 __i 3650 I Edd 5-11-6 5-11-6 5-11-6 5-11-6 Edd 4x4= Scale=1:78.4 xiiii_ 4 8.00 r12 3x4 1p03x4�� 3 5 5x6-i 5x6 • 2 6 r. 2r 17 3x8= 3:98 12 11 10 9 8 3x4= 3x4= 3x8= 3x4= 3x4= 93-15 183-0 -_ 27-2-1 I 3650 9-3-15 8-11-1 8-11-1 9-3-15 Plate Offsets(XY): [1:0-8-3,0-0-10],[2:0-3-0,0-3-0],[6:034,0-3A],[7:0-8-3,0-0-10] LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.93 Vert(LL) -0.21 8-10 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.44 8-10 >978 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code IBC2000/ANSI95 (Simplified) Weight:207 lb LUMBER BRACING TOP CHORD 2 X4 SYP No.2 'Except* TOP CHORD Sheathed. 1-2 2 X 4 SYP No.1,6-7 2 X4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 3-10,4-10,5-10 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1745/038,7=1745/038 Max Horz 1=-881(Ioad case 5) Max Uplift1=797(load case 7),7=-797(load case 8) Max Gray 1=2027(toad case 2),7=2027(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2769/1129,2-3=-2351/1144,3-4=-1554/965,45=-1554/965,55=-2351/1144,6-7=-2769/1129 BOT CHORD 1-12---1163/2278,11-12=-771/1729,10-11=-771/1729,9-10=567/1729,8-9=567/1729,7-8=-772/2278 WEBS 2-12=551/483,3-12=-320/668,3-10=-985/682,410=-733/1269,5-10=-985/682,53=320/668,6-8=551/483 NOTES (6-7) 1)Wind:ASCE 7-98;120mph;h=256;TCDL=4.2psf;BCDL=5.0psf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category It Exp C;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 797 lb uplift at joint 1 and 797 lb uplift at joint 7. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 7)ACCEPTED BY: DATE: t. ` LOAD CASE(S) Standard 111 (Pa CI r- t4• March 29 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, e Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Suite 9300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/113I7 Quality Criteria,DSB59 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury rte= offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths "iv Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g.diagonal Apply plates to both sides of truss and securely seat. or X-bracing,is always required.See BCSI1. 0 1/"� • t TOP CHORDS 3 2. Never exceed the design loading shown and never stack —EINIF materials on inadequately braced trusses. analli II I 4 3. Provide copies of this truss design to the building desi ner,erection su ervisor,pro eg p p rty owner and all 5111. *For 4 x 2 orientation,locate ¢ other interested parties. plates 0- r/re'from outside A 0 4. Cut members to bear tightly against each other. edge of truss. °- 5. Place plates on each face of truss at each joint and C7-13am C6-7 cs-s OF embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. 6. theaccord Design assumes trusseswill be suitably protected from the environment in acwith ANSI/TPII. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all F Indicated by symbol shown and/or SOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T, or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. )"( (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. H number where bearings occur. mg.ii.® 16. Install and load vertically unless indicated otherwise. MI! Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, /fe1----,. Guide to Good Practice for Handling, Installing &Bracing of Metal Plate TEE-LOK ©2004 Mitek® Connected Wood Trusses. V\"l V" 'v . • Job [Truss 'TNss Type Dry Ply • 18069443 1 1314BW 110 MOD.QUEEN 2 I 1 11 Job Reference(opeonal) P.D.J.COMPONENTS INC.,CHESTER.N.V. 5.200 s Jan 16 2004 NM*Industries,Inc. Mon Mar 28 07:39:38 2005 PageH I __ 18-30 '' -_._ 36-6-0 -_ I 1830 1830 4x4'= Scale=1:78.4 14 8.0012 13 - 15 12 16 11 r, 17 m 1e • y 1s sxs% s zo sxs bill 7 zt 6 22 5 I 24 25a41 :���IIIII 11111126 27 394- 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 363x4 35 34 33 32 31 30 29 28 556= 5x6= I - 366-0 _-. I 36-60 Plate Offsets(XY): [6:03-0,03-01,[22:0-3-0,0-3-01,[36:03-0,03-01,[44:0-3-0,0-3-01 _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (lot) I/dee lid PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.24 Vert(LL) Na - n/a 999 MI120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) Na - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.40 Horz(TL) 0.02 27 n/a n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:360 lb - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 14-40,13-41,12-42,1143,1044,1539, 16-38,17-37,18-36 REACTIONS (lb/size) 1=100/36-6-0,27=100/36-6-0,40=112/36-6-0,41=126/36-6-0,42=129/36-6-0,43=129/36-6-0,44=128/36-8-0, 45=128/36-6-0,46=128/36-6-0,47=132/36-6-0,48=128/3680,49=123/36-6-0,50=136/36-60,51=95/36-6-0, 52=219/36-6-0,39=126/36-6-0,38=129/386-0,37=129/36-8-0,36=128/36.6.0,36=128/3680,34=128/36-6-0, 33=132/36-6-0,32=128/3680,31=123/36.6-0,30=136/36-6-0,29=95/36-60,23=219/3680 Max Horz 1=681(bad case 6) Max Uplift1=208(load case 5),27=83(load case 6),41=80(load case 6),42=-138(load case 7),43=-120(Ioad case 7), 44=-117(load case 7),45=-118(load case 7),46=-118(Ioad case 7),47=-121(Ioad case 7),48=120(load case 7), 49=-110(load case 7),50=-125(bad case 7),51=-88(load case 7),52=-214(load case 7),39=-12(Ioad case 5), 38=-144(load case 8),37=-121(load case 8),36=-117(load case 8),35=-118(Ioad case 8),34=-118(load case 8), 33=-121(load case 8),32=-120(load case 8),31=-110(Ioad case 8),30=-125(load case 8),29=-88(load case 8), 28=-211(load case 8) Max Grav1=329(bad case 6),27=204(load case 8),40=394(Ioad case 8),41=182(load case 2),42=187(load case 2), 43=184(load case 2),44=184(Ioad case 2),45=184(bad case 2),46=183(load case 2).47=189(load case 2), 48=184(load case 2),49=176(Ioad case 2),50=195(Ioad case 2),51=136(Ioad case 2),52=314(Ioad case 2), 39=182(bad case 3),38=187(Ioad case 3),37=184(Ioad case 3),36=184(Ioad case 3),35=184(Ioad case 3), 34=183(load case 3),33=189(load case 3),32=184(Ioad case 3),31=176(Ioad case 3),30=195(load case 3), 29=136(load case 3),28=314(Ioad case 3) ''- FORCES (Ib)-Maximum Compression/Maximum Tension (Cof NEWH----%:%. .\\ TOP CHORD 1-2=-628/411,23=-541/393,34=496/388,4-5=-441/381,5-6=-391/375,6-7=339/369,73=-284/362,8-9=-232/355, (IA09-10=-179/384,10-11--126/428,11-12=-73/475,12-13=-61/532,13-14=-61/517,14-15=81/501,15-16=-61/482, " ,JP` RC/,9 $16-17=59/389,17-18=80/308,18-19=-60/239,19-20=-60/194,20-21=-60/149,21-22=86/116,22-23=-138/122, 1. 23-24--188/128,24-25=-251/136,25-26=318/140,26-27=444/156 /[61 , * BOT CHORD 152=-130/419,5152=-130/419,50.51=-130/419,4950=-130/419,4849=-130/419,4748=-128/420,4647=-128/420, `r 4546=-128/420,4445=-128/420,4344=-128/420,4243=-128/420,4142=-128/420,4041=-128/420,3940=-128/420, r,' ,11 = . 3839=-128/420,37-38=-128/420,36-37=-128/420,3536=-128/420,3435=-128/420,3334=-128/420,3233=-128/420, m ;,(-as- W 3132=-128/418,30-31=-128/418,29-30=-128/418,28-29=-128/418,27-28=-128/418 •y tom- . 2 WEBS 1440=380/0,1341=-156/73,1242=-161/151,11-43=-157/134,1044=-157/131,9-45=-157/131,846=-157/131, /J1 . 747=-162/134,848=-157/133,549=-151/124,4-50=-163/136,3-51=-129/110,252=-242/208,15-39=-156/26, '% 4'D.09009% 2 1638=-161/157,1737=-157/134,1836=-157/130,1935=-157/131,2034=-157/131,21-33=-162/134,22-32=-157/133, A 2331=-151/124,2430=-163/136,25-29=-129/110,26-23=-242/206 9pFEssloNA Continued on page 2 March 29.2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, 8 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property Damage or Personal Injury rte= offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths qv Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 0-3/46" 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. I 2111.1100r p q 2 3. Provide ctuld designer,erectionopiesof supervisor,histrss propertydesigntothe ownerbuiand all *For 4 x 2 orientation,locate other interested parties. plates 0- 1/re"from outside a0 O 2 4. Cut members to bear tightly against each other. edge of truss. d 5. Place plates on each face of truss at each joint and 07-8 C6-7 05-6 H embed fully.Knots and wane at joint locations are — *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. 6. the Design assumes trusses rll be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. The first dimension is the width responsibility of truss fabricator.General practice 4isX perpendicular to slots.Second to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/orrespects,equal to or better than that specified. BOCA 96-31,95-43,96 20-1,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior S reaction section indicates joint approval of a professional engineer. Q51 number where bearings occur. _�® 16. Install and load vertically unless indicated otherwise. Industry Standards: MI ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ilek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, ›---... Guide to Good Practice for Handling, Installing&Bracing of Metal Plate TEE-LOK ©2004 Mitek® Connected Wood Trusses. I/\/ ll\II'V Job !Truss Truss Type -... 1 Qly Ply 1806944 314BW TIG MOD.QUEEN ''2 1 Job Reference(optional) P.D.J.COMPONENTS INC.,CHESTER,N.V. 5.200 s Jan 16 2004 MTek Industries.Inc. Mon Mar 28 07:39:38 2005 Page'2 NOTES (10-11) 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=4.2psf;BCDL=5.0psf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-98;Pr 45.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-0O. 6)All plates are 1x3 M1I20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 1,63 lb uplift at joint 27,60 lb uplift at joint 41,138 lb uplift at joint 42,120 lb uplift at joint 43,117 Ib uplift at joint 44,118 lb uplift at joint 45,118 lb uplift at joint 46,121 lb uplift at joint 47,120 Ib uplift at joint 48,110 Ib uplift at joint 49,125 lb uplift at joint 50,88 Ib uplift at joint 51,214 lb uplift at joint 52,12 lb uplift at joint 39,144 lb uplift at joint 38,121 lb uplift at joint 37,117 lb uplift at joint 36,118 lb uplift at joint 35,118 lb uplift at joint 34,121 lb uplift at joint 33,120 lb uplift at joint 32,110 lb uplift at joint 31,125 lb uplift at joint 30,88 lb uplift at joint 29 and 211 lb uplift at joint 28. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 11)ACCEPTED BY: DATE: LOAD CASE(S)Standard A14515 N.Outer Forty, ��® WARNING-Verifye with parameters and READ NOTES ON THIS on p REVERSE odFORE 086. nY Design validfor use only Meek connectors.perr gn is based om only upon parametersityshown,and Is for r- lot truss dl building ner. component. SChesterfield, e300 Applicabilityforlateral ofdesignport of parametersw andpropernlyincorporationdti of to component it responsibility siur of buildingbduring not n is th designer.Bracing shown Chestedielq M0 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,D5B-89 and BC511 Building Component M iTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property la/. *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths v Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BOSH. 0!/ia" 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack _ C1-2 023 materials on inadequately braced trusses. li swab g m' WEBS a., 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate 0 ° ,- 3 3 at o other interested parties. plates 0-r/1s"from outside rl ." < U 4. Cut members to bear tightly against each other. edge of truss. o a 5. Place plates on each face of truss at each joint and C7-8. C6-7 C5-6i- embed fully.Knots and wane at joint locations are — *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 8 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all F Indicated by symbol shown and/or SOCA 96-31 95-43 96-20-1 96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T, or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. Q9 number where bearings occur. —-- __® 16. Install and load vertically unless indicated otherwise. Industry Standards: MI ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. Mitek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, ---r---1>r----_ Guide to Good Practice for Handling, TEE�LOK Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. VC7crVW4 February 14, 2003 Standard Gable End Detail ST-GE120-001 (��\\//��I 11 I ® Page 1 OF 2 L J�II Typical x4 d To 2x Verticals W/l d Naice illss,6'o.c. Vertical Stud 0o Vertical Stud (4)-16d Common �� f E \✓ \//� Wire Nails �``�gpACE MiTek Industries,Inc. 110, 16d Common SECTION B-B Wire Nails DIAGONAL BRACE C--. - i:� Spaced 6'o.c. 4'-0'O.C.MAX (2)-10d Common .NI •• .Stud or Wire Nails into 2x6 In 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS \ SHOWN ARE FOR LLLUSlRATK)N ONLY. - Stud Typical Horizontal Brace Nailed To a_Verticals 12 �� w/(4)-ld Common Nails 41iii il©� SECTION A-A Varies to Common Truss eAr '(,{ iar der iiiAmy iiiii, SEE INDIVIDUAL MITEK ENGINEERING "-- "- DRAWINGS FOR DESIGN CRITERIA -- aF NEW y a�I_���IN1�� _ 3x4= 4�V � , r * / ,1 . ,/ ...... /2I...I:1. f.,_1.-- _..__271 l Z:....l.T .I .�.Z_ r r r ,i ° • i f * Diagonal Bracing ** -L-Bracing Refer 11,J Refer to Section A-A to Section B-B ' ..; 2 NOTE: 24"Ma \SQA 4' 08 t"-,/ 'Gori 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. ‘•. OpESStOtS0 •2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND \ WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. August 13,2004 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. g ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO DE FULL LENGTH..GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10dNAILS SPACED 8"O.C. PROVIDE 2x4 BLOCKING BETWEEN THE FIRST 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF TWO TRUSSES AS NOTED. TOENAIL BLOCKING DLAPHRAM AT 4'-0"O.C. TO TRUSSES WITH(2)-1d NAILS AT EACH END. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x8 STUD AND A ATTACH DIAGONAL BRACE TO BLOCKING WITH 2x4 STUD AS SHOWN WITH led NAILS SPACED 8"O.C.HORIZONTAL (5)-10d COMMON WIRE NAILS. BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. (REFER TO SECTION A-A) (4)-8d NAILS MINIMUM,PLYWOOD 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. SHEATHING TO 2x4 STD SPF BLOCK 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. Roof Sheathin. raEIWVALNIIIPASE 2 Minimum Stud Without 1x4 2x4 DIAGONAL BRACESAT 1'-3" (2)-1c�r wit SpeciesStud Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Max. / / I.1 1 (2)-1d NAILS and Grade Maximum Stud Length / �1 2x4 SPF Std/Stud 12"O.C. 4-3-2 4-7-6 6-6-5 8-6-3 12-9-6 ( �• / _2x4 SPF Std/Stud 16"O.C. 3-10-7 4-0-0 5-7-13 7-8-14 11-7-5 . • /Tn1S' -s de 24" O.C. 2x4 SPF Std/SIud 24"O.C. 3-2-0 3-3-2 4-7-6 6-40 9-6-0 •� / 1E / `) Diagonal braces over 6'-3"require a 2x4 T-Brace attached to /2x8 DIAGONAL BRACE SPACED 48'O.C. one edge. Diagonal braces over 121-6"require 2x4 I-braces Diag. Brace /ATTACHED TO VERTICAL WITH(4)-l6d attached to both edges. Fasten T and I braces to narrow edge at 1/3 point COMMON WIRE NAILS AND ATTACHED of web with 10c1 common wire nails 8in o.c.,with 31n minimum TO BLOCKING WITH(5)-1d COMMONS. end distance. Brace must cover 90%of diagonal length. If needed MAXIMUM WIND SPEED=120 MPH MAX MEAN ROOF HEIGHT=30 FEET End Wall ;�- (SEE HORIZONTALSENTRBRACE CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. A WARNING-Ver1/g deign parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, mile Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an IndMdual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of bulkling designer-not truss designer.Bracing shown Chesterfield,MO 63017 Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB89 and BCSII Building Component M ITE IC® Safety Information available from Truss nate instINte,583 D'Onomo Drive,Madison,WI 53719. APRIL 26, 2004 STANDARD PIGGYBACK ST-PIGGY TRUSS CONNECTION DETAIL 'm g * 2x_xe•-0"SIZE TO MATCH 1 ME TOP CHORD OF PIGGYBACK MAXIMUM UPLIFT SCAB ATTACHED TO ONE FACE OF TOP CAPACITY USING(10) MRak industries,Inc. CHORD WITH 2 ROWS OF 10d(0.131'X 3") 10d(0.131"X 3")NAILS: NAILS SPACED 8"O.C.AND STAGGERED j SW= 1060 LBS SPF= 820 LBS DF= 970 LBS HF= 840LBS PIGGYBACK TRUSS SPF-S= 720 LBS * ATTACH PIGGYBACK TRUSS MAXIMUM UPLIFT PURLIN TO EACH PURLIN WITH CAPACITY USING(2)1 Cd 2-led NAILS TOENAILED. (0.131"X 3.S)NAILS: eA SYP= 117 LBS SPF= 60 LBS , DF= 92LBS /.!B : HF= 63LB5 ill ,pail 1' SPF-S= 41 LBS MAXIMUM UPLIFT SHEATHING BASE TRUSS CAPACITY USING 1/2'SHEATHING /// < > AND(2)8d(0.131"X 2.5')NAILS: SPACE PURLINS ACCORDING TO THE MAXIMUMSYP= 82 LBS SPACING ON THE TOP CHORD OF THE BASE ATTACH EACH PURLIN TO TOP SPF= 42 LBS BASE L TRUSS(SPACING NOT TO EXCEED 24"O.C.). CHORD OFNAILS. . WITH DF= 64 LBS 2-led A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. 8d � HF= 44 LBS * FOR PIGGY BACK TRUSSES WITH SPANS<12' SPFS= 28 LBS SCAB MAY BE OMMITED PROVIDED THAT: ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12'OVER JOINT) * CAP CONNECTION IS MADE TO RESIST UPLIFT. SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING BASED ON ARE N SHOWN CONNECTION CAPACITIES FOR SCABS,PURLINS,AND SHEATHING MAY BE COMBINED WHEN VALVALUS SHOWN DETERMINING OVERALL UPLIFT CAPACITY. IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: MAXIMUM UPLIFT GUSSET REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS CAPACITY USING 7/16'GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE AND(6)6d(0.113'X 21 NAILS: TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. * 6'x 6'x 1/2'PLYWOOD(or 7/16"OSB) SPF= 276LBS GUSSET EACH SIDE AT DFF= 294 LBS EACH BASE TRUSS JOINT. HF 276 LBS II •�.�,�..ra • ATTACH WITH 3-ed NAILS HF= 276 LBS i/�� f% INTO EACH CHORD FROM SPF-S= 258 LBS 1,''''' EACH SIDE(TOTAL-12 NAILS) VALUES SHOWN ARE BASED ON LOAD DURATION OF 1.00 FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: Fes. I VERTICAL WEB TO 1)VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST MATCH IN SIZE,GRADE,AND MUST LINE UP BOTTOM CHORDAS SHOWN IN DETAIL. OF PIGGYBACK 9 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH �-� BOTTOM CHORD SO THAT THERE IS FULL WOOD ! �'�'�Y 70 WOOD CONTACT BETWEEN WEB OF PIGGYBACK V �� -"=rii i, AND THE TOP CHORD OF THE BASE TRUSS. S V% -``1 RC F(I'-• 3) CONCENTRATED LOAD MUST BE APPLIED /'C Y GA .�O,9 \\\ )� TO BOTH THE PIGGYBACK AND THE BASE TRUSS. �� 4) ATTACH 2x_x61-0'SCAB TO EACH FACE OF (Co* / ,1 / TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT —. rY ♦ , 3'O.C.STAGGERED. (SIZE AND GRADE TO MATCH {, T. (. VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) / 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM ' t 1 CONCENTRATED LOAD OF 3700 LBS(@1.15). REVIEW ^ Zi% BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS / GREATER THAN 3700 LBS. \Oa NO,080 , �!4. / \, r sat°-- August 13,2004 A WARNING-Ver4fy design parva eters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, IS Design void for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an hdividual building component. Suite 0300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 83017 Is for lateral support of IndMduai web members only.Additional temporary bracing to Insure stability during canshucllon is the responsibility of the erector.Additional permanent brocing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quallty control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteda,DSB-89 and BCSI1 Building Component M iTe k® Safety Information available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 53719. OCTOBER 11, 2001 T-BRACE / I-BRACE DETAIL ST - T-BRACE F II I ® MiTek Industries,Inc.Chesterfield,MO. Haan O 1 1aaa Nailing Pattern Note:T-Bracing to be used when continuous T-Brace size Nail Size Nail Spacing lateral bracing is impractical.T-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.c. Note: Nail along entire length of T-Brace (On Two-Ply's Nail to Both Plies) T-Brace Size for One-Ply Truss Specified Continuous Nails Rows of Lateral Bracing Web Size 1 2 k \ 2x3 or 2x4 1x4 1x4 I-Brace ^C 2x6 1x6 2x61-Brace SPACING 2x8 2x8 2x8I-Brace } `\r� "'DIRECT SUBSTITUTION NOT APLICABLE. WEB -A T-Brace Size T-BRACE for Two-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 ,�11111111 2x3 or 2x4 2x4 2x4 I-Brace 2x6 2x6 2x61-Brace Nails Section Detail 2x8 2x8 2x8 1-Brace DIRECT SUBSTITUTION NOT APLICABLE. T-Brace NEW-- Web I Co tt 43440 Os \ * 1 Nails r / ' f Y 1 Web E� I-Brace �• ` "1'4 4-.4-.1""" ./ � \ • A, r 080O1 Nails T-Brace/I-Brace must be same species grade(or better)as web member. �f@gStO� August 13,2004 A WMNINC-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, ® Design valid for use only with Mnek connwiors.This design h based only upon parameters shown,and Is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Criteria.D5B-89 and BCR1 Building Component M iTe k® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison WI 53719. MAY 2Q, 1997 SCAB APPLIED OVERHANGS ST-REP13A �n PAGE 1 OF 1 LSO ( ® TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 0o SPACING:24"O.C. /] I TOP CHORD:2x4 OR 2x6 PITCH:4/12-12/12 MiTek Industries, Inc. HEEL HEIGHT: STANDARD HEEL UP TO 12"ENERGY HEEL END BEARING CONDITION NOTES: 1.ATTACH 2x_SCAB(MINIMUM NO.2 GRADE SPF, HF, SYP, DF)TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS(.148"DIA.x 3")SPACED — 6"O.C. 2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. • 2x SCAB . • (L) (2.0 x L) 24" MAX 24"MIN • NOTE:TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT AUG 0 21999 . _ This detail to be used only with trusses(spans less than 40')spaced f NNew24"o.c. maximum and having pitches between 4/12 and 12/12 and 0is' pf YV ko total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. t ow REFER TO INDIVIDUAL TRUSS DESIGN C �C5FOR PLATE SIZES AND LUMBER GRADES t�y r '*s' SFO 063030 it6 A�fESs1OS* SWAM'M-Waalgltinytlretpearewe and READ NOT=OK AND AiMAStS SIDS WORN ltd'. fa Depen vald for tee only Wlp Slat eennedlele iH Mean nailed only upon poanarer Mown.and I to an laMdual bulaq component to be Mtabd.and loaded vMloap. Appbabay ar dein pa an.Ma and propel rootpaatbn of component b mamma/11y of building designer-not bun Magnet.pacing tarn h for IaMdappod of Mdvldua Web numbest only.Addlllo O temporary btaobg to Mae tabAy Mlbng=na t albn b the letpont lty of ton empto.Addllloal Immanent btaetp Of the and tbuotuw b be twpo staly of ion buldbp dodo....For general guidance legaalg tawbatta,quaity combat taupe.M/yery,electbn and bracing.conal OST-01 Qua Standard.DIS-110 lmetq 1peotbalo,,and NIS-el M i'ek® Handing Waling and Maw Recommendationavailable available na on TePlate Institute.ell D'Onotb Dan.Madison.WI53719. ° STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY Mitek Industries, Inc. 2x- x6'-0"SIZE TO MATCH DECEMBER 2, 2002 TOP CHORD OF PIGGYBACK. Page 1 of 1 ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 1Od NAILS SPACED 6"O.C.AND STAGGERED PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH A//, 2-16d NAILS TOENAILED. OP ATTACH EACH PURLIN TO TOP HORD OF BASE TRUSS WITH 6' 2 2-16d NAILS. 414 Air ' / ,I#/ BASE TRUSS E > SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24"O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. FOR PIGGY BACK TRUSSES WITH SPANS.< 12' NOTE: SCAB MAY BE OMMITED PROVIDED THAT: A PURLIN TO BE LOCATED ROOF SHEATHING TO BE CONTINUOUS OVER JOINT AT EACH BASE TRUSS JOINT. (SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) ' • IF NO GAP EXISTS BETWEEN CAP TRUSS AND-BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF-BASE" PDJ COMPONENTS,INC. TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN-ABOVE. 35 BROOKSIDE AVE. 6"x 6"x 1/2"PLYWOOD(or 7/16"OSB) GUSSET EACH SIDE AT CHESTER,NY 10918 EACH BASE TRUSS JOINT. (845)469-9191 (800)269-5965 ��- ATTACH WITH 3-6d NAILS;%h• INTO EACH CHORD FROM FAX(845)469-4611 lir- EACH SIDE(TOTAL- 12 NAILS) FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: •a. 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP VERTICAL WEB TO ) AS SHOWN IN DETAIL. EXTEND THROUGH 7 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH BOTTOM CHORD BOTTOM CHORD SO THAT THERE IS FULL WOOD OF PIGGYBACK TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED _nIfii''_ TO BOTH THE PIGGYBACK AND THE BASE TRUSS. fa 4) ATTACH 2 x_x 6'-0"SCAB TO EACH FACE OF i� TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT 3"O.C. STAGGERED. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 3700 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS. • I Young & Young if I I Lot 5 400 Ostrander Avenue, Riverhead, New York 11901 N iI ook At BayV1eW 631-727-2303 ilii I subdivision - "Forestbr (Vacant) Howard W. Young, Land Surveyor E o Thomas C. Wolper& Professional Engineer gh . < 314.19' a,s. o Robert C. Tact Architect g�j`3 li Alf /3 r N84°56 48 E 263.61' Ronald E. Pfuhl, Landscape Architect" 6 Douglas E. Adams, Professional Engineer 111 9 ttt t' + R=25.00' o 7 W E N Sose' ` j L=24. 17' HEALTH DEPARTMENT USE 8 ON n7e 1 •, 6 a' O. 0 1 I � I SUFFOLK COUNTY DEPARTMENT OF FIEALTH SERVICES a lli Els EXCAVATION INSPECT!•N REl9UIRED PERMIT rOR n s3tgs:E i ra« 1... a P ..iv,._.ONLY I.- --ti 6 FOR SANITARY TN/STEM r ! e 51 r �I 8Y HEALTH CEPA-TMENT ; DATy3_12 Z9 0 / O, �i , - t�5 o1 $f tr Ri@ 0-4 _ l Lot 6 / APPROVED.. //� _ p_ / .��: I _0 S J. rilliiii FOR F.1HX'u'r.u, 't k «is L-tiei g11 • g > I EXPIRES TIME YEARS FROM DATE OF APPROVAL ha ..., 3q.Ty I poll - @ABG c 9EI I 0 n I r DC 8. qF 6 ' < � ' / my N Q C m OI vlel Q m = / SURVEYOR'S CERTIFICATIONJ o ZQits,* r / r • WE HERESY CERTIFY TO BAYVIEW CLUB o A �, i `5. b 1, ii CHICAGO TITLE INSURANCE CO m �_/ ' ( E' SURVEY WAS PREPARED IN ACCORDANCE 2� '4'. :' L. PROPOSED/ ,, '� s.T. O PRACTICE FOR LAND SURVEYS ADOPTE. i1, 4 • 1L �� 2sa ` ��, �IL 0 s STATE ASSOCIATION OF PROFESSIONAL l 5 PROPOsED O`D mry . \ ;' - Q sysys, , , '40•492,.':,. 1111 8 N X573-2>,\p �' ' - �� 1 . ,« ]:• C� apeQ Pi N i ti I le ` HOWARD W. YOUNG, N.Y.S. LS. NO. 45893 \�LAW/ $ a I h . / °mN 8 No ? �4� ^ c z vGE�oo�Reef)E °h n SURVEY FOR 6 BUFF R BAWIEW GLUE INC. @� LOT 6 "FORESTBROOK AT BAYVIEW" Iii ^/o o N At Bayview, Town of Southold" *ra.D �N/� N73°27� Liici mry Suffolk County, New York 56 A' p W /��tss County Tax Mop District1000 sectio, 7G Block 02 Lot 7.6 vg� 'YO'`TH 8 25924 C=39 O BUILDING PERMIT SURVEY PO kg NOTES Y��`Y , °0, 0 AREA = 101,105 5Q. FT. R�"4D Se•I mSURVEY MAP COMPLETED NOV. 8, 20044 F • SUBDIVISION MAP - "FORESTBROOK AT BAYVIEW" FILED FIELD SURVEY COMPLETED NOV. 4, 2004 PM d IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON ' , die JUNE 15, 2004 AS FILE NO. 11119. n� A p='tDH�err ser ■ ..MW►8tr MOO A,STAKE SET A=STAKE rc�D SCALE: 1200 rt JOB NO. 2004-0611 BP 0/5 DWS. 2001_0145_0006_2004_0611_42 la • I Young & YoungMI I I Lot 5 400 Ostrander Avenue, Riverhead, New York 11901 MI! N ook At Bay�Iew" 631-727-2303 I I subdivision - "FON Howard W. Young, Land Surveyor Sub Y o Thomas C. Wolper& Professional Engineer . 314.19' p15+ o Robert C. Tast, Architect £ E 9 Ronald E. Pfuh4 Landscape Architect P`• 6 r' 4°56'48"E 263.61' Douglas E. Adams, Professional Engineer 8 W E ',, „ i ------,� R=25.00' o 505v rill"ry N. ` L=2411 p HEALTH DEPARTMENT USE it I P, �� 9 t \ `) � EtCAVATION INSPECTION REQ IRED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES j • ea - Eyge 5 . . 1 FOR SANITARY SYSTEM t ' PERMIT FM4APPROVAL OFCONSTRUCTION FOR A 1 3 b SINGLE FAMILY RESIDENCE ONLY ° E r ��� BY HEALTH DEPARTMENT DATE ILlz9/Ot] SREF.NO. Ria-on/l 1 J ` - ^ APPROVED /�i11�"`""C ` 1:1 III lire J 1-1 �" 5• a, X OR MAXIMUMOF�BEDROOMS 11/1 ei I I •' / `l EXPIRES THREE YEARS FROM DATE OF APPROVAL Or@ T I HA: 'aT i N ,_..� low N Q y B i 1 J > o a " 'R e' 1' v Z SURVEYORr 'S CERTIFICATION 2 o z & lg. Iaz.rr t ] $f ' '� � (�J a•a1A r � • WE HEREBY CERTIFY TO BAYVIEW CLU Br,�s•nv= o 113++ m zisa.•�,�� � MPS'xPb9D & - CHICAGO TITLE INSURANCE CO i t1 4 . 0 5p��� I '. ea.�, Q SURVEY WAS PREPARED IN ACCORDANCE tip 4 3 % s Oi / seer g A I0' a PRACTICE FOR LAND SURVEYS ADOPTE7/ ' SP -N �: SS j STATE ASSOCIATION OF PROFESSIONAL I •`v 00 B e 0 n i I 5Y5� /l s r , ;:" 0 L. Iu N 5:-13;-.27,..47::-.- % De Nf.�2G'Li, / \ _J'ri'��' JQ b e R �G F / / tr' :� Q� li 0 / --. v / my ` HOWARD W. YOUN6, N.Y.S. L.S. NO. 45893 ''`ar�rJCt7 I.i\� o . r0 n in 8�� N'b/s -24 \ — It r- SURVEY FOR ETq N { g -2 T/0 �FD �l4 e" FFR R BAYVIEW CLUB INC. CR LOT 6 "FORESTBROOK AT BAYVIEW" P9f Noo ry At Bayview, Town of Southold R *:aq N730 " '*COLO 0 ori Suffolk County, New York 65 Alban /O 40 h' �c 55 R,�s to County Tax Map District 1000 section 79 Block 02 Lot 1.6 � •• iNTH 8 -26 �4 L�s9. a� • I s 1. III is BUILDING PERMIT SURVEY ke! • NOTES ' r �O Jack uU :;AY 1020 Lil J AREA = 107,108 5Q. FT. AD AMENDED BUILDING PERMIT DATA MAR. 15, 2005 e,as m - _1 I SURVEY MAP COMPLETED NOV. 8, 2004 140 BLD:. DEPT. FIELD SURVEY COMPLETED NOV. 4, 2004 • SUBDIVISION MAP - "FORESTBROOK AT BAYVIEW" FILED f1 TOWr_QT C iTflOi.D l l B d IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON ' ' JUNE 15, 2004 AS FILE NO. 11119. ".2k Rb6 SCALE: 1200 Q ■ D•MOMlBLf SET . .Wane P0.10 A.STMC SET A•STAKE POUND JOB NO. 2004-06-11 BI I' DW5. 2001_0145_0006_2004-0611_bp in f I � --- Young & Young gill 400 Ostrander Avenue, Riverhead, New York 11901 E N i II Lot 5aok At Bayview 631-727-2303 ; i "Forestbr Howard W. Young, Land Surveyor • .;' I subdivision - Thomas C. Wo Professional Engineer .�� S 1 3j41a Rob C. Teat, Architect E Ronald E. Pfuhl, Landscape Architect s ' t6 r 1,1.64°56'48�E 1 269.61' Douglas E. Adams, Professional Engineer I W E 5�'—.,. R=25.00' 50543' f` o "1 N• �_24."IT N • �; NOTES. �� Ta �` AREA = IOl,IOS SQ. FT. : 019 ! 11 $ jo • SUBDIVISION MAP - "FORESTBROOK AT BAYVIEW" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON S ry E JUNE 15, 2004 AS FILE No. 11119. 111 I Lot b s 9 rIJ a g I. I ° ^ lea � s $I «.,. J 0 fie . < lin s o 1 6 A SURVEYOR'S CERTIFICATION ,., q ggg< o • NE HEREBY CERTIFY TO BAYVIEW CLUB INC. & 159V r U y € 9: CHICAGO TITLE INSURANCE COMPANY THAT THIS (CI _ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF '''� =• Q di be , �s 1� PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK ` J 37 U �_� • d' Z STATE ASSOCIATION OF PROFESSIONAL LAND ---- of �•_. e -� 2. V` I w k O Ji I , 4' W. 0 so' I �r ws� Q Y 'Qt Q L. 11 ei 431,' O CO * �s 44+a �l'ILIS G) 15i[ E ry ry o QiiiyW�+t "' , in R o'° �ry , , \ ` ,/ Na' /'tea _4.. .893 S I N N s ?7\ \ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 LANO �` _ �s �•t' -l- BBBPe ii ,mom Np "I ? ?4- h p SURVEY FOR o z 8�G `bo" D 'e/ -- -- • �" BAWIEW CLUB INC. J A y / LOT 6 "FORESTBROOK AT BAYVIEW° VI e6 / t At Bayview, Town of Southold EE�Di N No � o Sc) Suffolk County, New York 73'? °m County Tax Map m.vrcc 1000 s«nw 74 aa 02 L.t 1.6 1k;iAcs tonNQ R=?s o , in _ FOUNDATION LOCATION SURVEYOil SA\ ?64�4� -3q? j - IPS' Is 1,< e �nnr 1 i FOUNDATION LOCATION APR. 22,2005 e �� 1 LI� `'Y 0 2005 I I AMENDED BUILDING PERMIT DATA MAR 15, 2005 NJ! IEh sz ! -_ -_.i SURVEY MAP COMPLETE:, FIELD SURVEY COMPLETED NOV. 4, 2004 (F^m GEF F. l Wt'QF .lf:ITI'n ' ' "��J! SCALE: 1•.50' FL bi is . r ger MONUMENT r rMOUNDASTAKE MOUND ger A.STAKE JOB NO. 20040611 446 !I [] 'aua l DWS. 2001_0145_0006_2004_0611_foundatIon_loc Sg Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 gil exii I I LOt 631-727-2303 lin N I I - "F Lo tbrook At BQyvio . Howard W. Young, Land Surveyor e I' I Subdlvlsfonbug Thomas C. Wolper& Professional Engineer . I 314.Iq' Robert C. Tact Architect $ Ronald E. Pfuhl, Landscape Architect efl m r I • 1454°56145"E l 263.61' Douglas E. Adams, Professional Engineer iR=25.o0' o `W E 5Os8' NOTES N t L:-.2471'x ° 8. Qc,/ ` ELECTRIC AREA = 10-1,108 5 ,1 I METEFt03 i � �t •I I SUBDIVISION MAP - FORESTBROOKBAYiIEW • r. IN stO� THE OFFICE OF THE CLERK OF SUFFOLK • OUNTlN 5 O iIb JUNE 15, 2004 AS FILE NO. 11119. 6 ctl I N WI Lot b 1, Bg°""°`°` `°� APRON - SANITARY MEASU- a t D N e o s i �1IA cia 1 esvr r srq�mac cw A y J I 11 colic. B ts,AN sewi Y S.T. IT 2•' iglRR Lll •�'" a"" K Cum Q L.P. I 28' 3- � O 422' - e . ; tS ' ry L.P. 30' 28' o gl , l 7 7.81 _ tjp O lin ins O �i 11 2.�Q i C SURVEYOR'S CERTIFICATION g 1` I WE HEREBY CERTIFY TO BAYVIEW CLUB INC. do gg t€@ it `1 Q .X Rao e Y 6.7' • 'g C ��l 2.4'_ CHICAGO TITLE INSURANCE COMP: 'I IS E J -AZ ISA' ' 4 zSURVEY WAS PREPARED IN ACCORDANCE '. s p °� n 2$ `�I PRACTICE FOR LAND SURVEYS ADOPTED /r �� k o) -i1 i cm, c,� ' �7??• STATE ASSOCIATION OF PROFESSIONAL t'?sr". 4/i -,,�/�L�{Q o IOS'-1. .O 00.2 -_� m 4.L I 0 �'_-/ /% ° 985 O '5.T O * o A" ,') 7f, 16 0 a1 ROCK ' �. Ah,L i r,r.sc,ir,: i le 11- C0 Xii) is PAL RoAD naLL 4.- Awe; itil lYD�� . p 431 ro /" 3� lin m •m HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 5' 3 AU N Sri;--- ,2-ii---- ; �j. I \ �LANDsg n � PT ar 0' '4} f, as 0 ` , - -n r N 1 —. _ ro i : z c e'i SURVEY FOR in 8 N 1 X44.24\ I- t n I a _ z 43 I- 0 Q +-FDis 1i. r -; E3AWIE.W CLUB INC. 2 (Ezra T1s ISt VI G. c ? LOT b "FORESTBROOK AT BAYVIEW" � " ::.. j ::::: , At Bayview, Town of Southold kRbp I m Suffolk County, New York EE iNO ryin I c> ' 0 IIRN H�� hry ^� 1t? p County Tax Map District 1000 section 7ci Block 02 Lot 1.6 : 73°27,4„,„ LAR n o .1 V': �.I v `., :3 6 A o . 2 ; 17 FF„ NoOilry Ar.,- R, so N ; 9-1 }' ; ' I �7 FINAL SURVEY P y. 8 6q?4' ?7' ftV I:: 4' • 7er kg ;;j n O t FINAL SURVEY APR. 2/, 2006 0 1 ROAD w O=$ N 1 �'u, FOUNDATION LOCATIONAMENDED APR. 22, 2005 MAR.sz r.E �,`_', ,t -,..i m SURVEY MAP BUIL.DI� SIT DATA NOV.18, 2004 �5, 2005 e P a 1 7. FIELD SURVEY COMPLETED NOV. 4, 2004 E u i.i _ , ' 4� 3 n to g p•MONACO ser ■ •MoNsBIT roup -STAKE ser s STAKE MAID 'a i* - SCALE: I'L5o' lg.. Q g ' JOB NO. 2006-0181 F. .. c•c*ester RO•Roar OVER s•sToor m•cel.•ec ERMA a — P . 2001_O145_OOO6 200S_O187_Pinal ii ,,. -- _ _. _. . -- -- --- . - r,:i ' , .� x. + .k.� n, : . ,rv - ',,�, : � 1 :yrV �ISYgq h., hjF nt 'on all naw Mxtesior as111 , a 6EN�E,Pen *EMS : 'll PER oa to :t ,STATE sCsad r gul0AiO` e.at , 1, ,+ ouse 'wrap.by _ Y ` tt.�+ - S, All work shall epart:e't; the NeweY, and tats BUUns. g, the rand OF 'fr,� ' :`.,� Iassah :eding - a k the 'New Yark:Stata Suilding, Coda, aka waw , , iag .auaceewtag';ob!1>Fse '¢ot less, as 1": ; nl , ' ' SoUT1iOL0 Building Dep rtwan, . I , bit'rgier - - .," +3 3' York State Energy Coinarvatfan node. _ '' ve - rat the �k ` `�... ' WINDOW PROTECTION COVERING .FOR ' WI }D BO �� y alk ldil • pbaSNE DEARSt ,g •^e isg taken in`m-- reference' to- scaling t otyZ'i't' c '4, age af,, air and' .weisturents prow _ - . ,r - . sad ksm. ail ai 2'.: Dimension figures :Shell' always 611 kseasia:as,-and .coalitions must ,+�, u' r r�'`� - " '44, I. (IN PLACE OF HURRICANE GLASS of scale drawiagsl ;All dim p;, , . , ,, : V" be rad* b7 ow#pw/,Coraik+� 1,, ' 1es's .Y aqu'alr 'with' a i� � . , „' ' , be vetgga, Don Invaletina to be verified before ordering materials. ;: +" t or barrier, :Vapor barrier. to br �'iaa so oa,werm, side', only• g' + , i ?„ Pemrit`N'umba PLYWOOD STRUCTURAL PANELS WITH A THICKN�S'S OF NO LES$..THAN '1 2 'INCH and r /, gl " A MAXIMUM °' a doetweata must be accompanied;by a written „. #stawera, 'for,All ;roo;Inger dT`;IJSt'! 3i. Aa change leo thee* Ose'oal .,4#lvaaiaod ;aails- sad:f y d ted and rwtd' ' „ EET; SHALL' BE P RMITTE INGI , . ` ;, , '''''''''''3'''''.1' area a order. Changs orders to be ntwbared, #. . ,, + +)? by- H'y U�"t{. ip of #i:Rs'tibDr•., - , " ANDSPAN OF F pa OR WINDOW ,OPEN ..''',,',:,:,'.',,_''',.:.1.,:1:,,,'7,.,,,'',1.1.',''',,,'.,',' ae, chants - _„ - N IN ONE AND TWO ST4RY BUILDINGS. ' :pANELSSHAGL 'BE ', `'�,, .' arob taps. H G, y ea s 4 tPi► PROTECTIO field :;. war a74wiiin to, a: teaderx.,4s4 gu<tahp„ at, a;<'1, rAof ,alopsa. ' i , ",, 6cJii�cfcCOlnpllatnetCertlikste CheokedSy/Dale PRECUT TO COVER GLAZEDP ail' be ,res nsib`i� far verlYicatiaa af.. •11 w3q(tt at''the 'ttrmiaation;af .s11 lead+ "+;,, U OPENINGS WITH ATTACHMENT HARDWARE'4,measurements sh ', gb attest on' of, the Architect, any. :;!,' �.. id° aplasibl,Pntca, „a; Iti�.y, a epancie and as:m . bring to the i L ' 4"0 ', N '.YpricMit,Enit CbnfervMin Construction Code mer u ', ',', »ntiawevmatoni,ettewa�l PROVIDED. ATTACHMENTS' SHALL BE PROVIpED AND DESIGNED Tp RESIST' dieerepanciee betwan 'tha'. drawings and actual field conditions. :1[;., ,44,Hr 1 l aosfitt;are to be:aoatinlwnely mated''.vinyl bead baaze. r , , 10.4 d '" L COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH THE PROVISIONS - , I f Dma fdesewa:C:Vlmgmm HBeTlCheoti\REScbecktMa4teaon LOT brick- io¢, inspeetian or r„ r , s.Coordinate al i' is scheduling ion owner. . Contractor is to „t ,^, 6" no0M5 _ S '. ',Contractor to veli p "all windows, 11 '.' IN THE NEW YORK STATE BUILDING CODES. snot responsible for su trvia administration of this '' ', ,, w•'t• STATECOD16-Le3r0 r : coordinate all work acb'edulinq with overs• - I,� ,;fes 4efore cammeeastaent of week. All windows 'are to' eeet INew York, . ja*H� , 4, PRWECTTITLE.Newham:foci ¢ architect ie iepropet „ k ,M T " ;+ or to provide 'adequate shoriag .to insure constriction. aafaty �`e `rr,yF"y' a pint s'specified. for'i� a 't�* .,dt wywiaa.,p api ,, ar4 to be T:.-,,,, tib', : - ; .f,y�;3u�.D " .` � 6. Contract pant and minimum stresses to existing structure, during, oonstniotion. Vi +, ' * b nigh'PPer'fermanoAi'l Priaele ' e'tel4 BO ,o ararare' lfcr' rroi#I14; F;.,', STATT?:14pwYgk '- - ,�1YSP"i . Contractor ,shall provide a waiver of liens, for himself and all r,; 1 • ; ' screens,t Laand 'saddies.;' �EM 3'4a . ' � r ,'e RiAussiso' ; : WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE T ° FOR WOOD STRUCTURAL PANELSCIONA COVER WINDOWS subcontractors at time of final payment, This into be; notarized fats • COT7gT`RiJG-17DN TYPft Deuc6adlorZFamily (indemnification) . +. 'r, All glazing in exterior glans' not sore tb'#P 16" above' finiabad l�>YI f REATTNO'I;YI?E;Non-Electric ,d "A r t0 ba- t rad•r Ap Window witbio 6d" horizontally of the bottom :xttld �' . WINDOW ONALLRiAT1O:0,08 rhA WOOD ,/ FRAMING emps " poolwalk surface Pant, be towperod, >n "ht,r- „ _ - FASTENER SPACING 8. Wood sills are to be (2) 2"x6"' (4'-O" Osed lumber), with 1/2" :.,: , !!'a stair; or.within ':60 'Of' , ^ fi: :' diameter. anchor l :2ts x' 111," 1onq .at 4'-0" O.C. , with 3" x 3" square ° q.: ' are to he made b -Aaaereen apd are to be ,aI ` � DATE: I'028/04 4 FOOT' 6 FOOT - of '2 per wall. All skplitta, (if any) .: , ' PLANS:, 29,1004 washers. Min. .s- af gl,kss. ' PxM.ide doutla frtMl.s4 on a 1 four aides of aky].ita. ' � ` DATE OF . FASTENER PANEL SPAN 9, 'All headers are to be supported by 4" x 4" Rood posts unless - PE < 4 FOOT PANELO SPAN PANEL SPAN ,t Rah raL ` 4a0t o vs a and " vide allow style. r PROJECT02SCRtY7gON: - FOOT p otherwise stated. 1 � Dor � �� p ohf¢nd. ± , , ' r, FOOT n �� �go�All interior doors cant to � 4 1 .laaonits aoloittiat < 6 < 8 � �;a,a� alt and confirm with owner)-,,HA1 I 'doarY shall be re aim - 10, All columns or solid framing shall extend through all le 1 ands ,for alt-d knobs and install' !,i : , 4j ' Lot 4'. ' - 2 1/2° {6 - ) terminate at a forting, designed to carry the load. IwiTALLATION : Dqrompp y p 4p71j„`5 s, Noah Beyvicw WOOD SCREWS 16" 12 9 - ., w l e1 12��"tonlell Wale and cella:¢a taro bout the 'addition, ' t,,1 m" - dNeWYork . • I : b. All . " to be screiwed ,tel the''walla e: at kitchen fak '; . . ,_ NTRA 11., 1111 genders shall be (2)2 x .8 unless otherwise noted• l drywa with Ch tree 47 of U.R•C. a• Provide 1bd, etude, ' No nailing 1 • 2 1�2• " 8 a + is " bd, sbel1.'be used } tog ' NERtC0 CTOR: 12. Provide double headers under all partitioaa runnipg parallel to ;¢ e, Mata: andiallabath gppnemrBrian A,Rapti,Architect,P.0 WOOD CREWS ' 16" 16" 12" same unless otherwise noted. ar ' arena and allrh+tthzoaats' new and retmodeled. w #Nas;Place - T 13• ' All framing luteber to be grads'.marked and have E • 1.2 and ,+j; ; 4.. chasm board 'in all 'hoar end bah areas• , i ; AIN park;New York t l7sa - " ' * FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD, STRUCTURAL PANEL' re a 650 P.S. I. and, shall be one of the following P.S.I species: " ;. Gypsum wail board shall' be ,paeific 'or appiroved equaal. ' All , � + - a. Douglas ,Fir, Construct. Grade F1-850 P.S.I. - Georgia forxr�+")1'""A. COMPLIANCE:Parona t b•, Hemlock, Construction Grade F1-850 P.8•I'• ''' ''!','-'.;,:',,wilts and ceilings shall be taped and spactc'ledr ready painting. bTaaimum UA.76R * * WHERE SCREWS ARE ATTACHED TO MASONRY THEY SHALL BE' ATTACHED R.w 14. ' Provide "TECO" Tie Down Fasteners (Hurricane Clips) at all Nett , provideheadershh`ceramic urn.tile all a ism sabsrtph ootay$ 11 tilerasawelloas li ' 3 B�en`e° c cDA> UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE s��' conditions. dish in tub area, toNal her and tyilit tlsaus holders Lap tiles � aI Grose Glazing ' a � 3411 - {q i , ; { Armor Cavity Cont, or Door WITHDRAWAL CAPACITY OF 490 POUNDS : 15. All lumber in coated with concrete shall be pressure treated 1 awls ► , , 1 r , :. }„ p R\�lrg.gy U-Fecmr,� J 16. All wood studs are 2" x 4" in else and are to be ,16" o.c. unless a,t,y,.y , 444...,�#g a ^qty I.F mg PLYWOOD SIZES ' 4 y �11 ^' ' Y ft. otherwise noted. '''110,-.1- 1---* p 1t .. . - 1- w.. ins '',Tie ay -e IE ,P i - a �,b::letad MScimor 7kuse, 2402 30.0 0,0 84 - -----_ _- - e+ ', ..-i'.:.. . .... ... , J t x r 't._i ,P iilr�; 'V: ui ,, by shall be miens"2x !' site iFi f""�:L !'r;,, tt, 'd ° - ' b ': w41I Lwow Fmmc,16^o.c. 4319 19.0 0.0 248 SE 603 5'-6 3 f 4" L X 3'-1 1/2" W l" ;i,, , - 1 ' ' f' . ;. Window 1:w I(rnme:^0.c. ePane 311 0.310 115 la• Hip, valley rafters and ridge boardsl tv , "'' '•.t '1•+"?A '+` s 1r L`� ;ll CODES R8o2 . ,'.,�, l lectrica /' ry' e Y 2842 4'-4 7 ' L X 2' 9 5/8"W . larger than connecting rafters. AS PER NY STATE ' ' work.,-Phan bs gidesDriterhs apppprarred +wc.�eaIF a� Drpr l:04u - 11' 0.340 4' / vv. ' �oirb"eExt n all1Nne d , :,-.` , m „',i,h all state and. locah Gott. CTzlICAL''MAT>sR{`_ BOX79 2852 5'-4 7/8° L X 2'-9 5/8"W i'5, disturbed soil a a minimws �, Y, I . + "� Floor I:Ai!-Wood Jo'' . _,.' , " . fa R100CATE,SIasVFrota:Over UnconditlonedS a 2B. 30.0 0.0 bearing valuell nAllfootin s to midi' y new footings shall ba 3'-0• `belowtgr°dp. The : ,1; hall u grade to 200 AMP' (win) service L° COMPLIANCE STATEMENT: the proposed building represented this is co 3046 4'-87/8" L X3' 15/8'W ,, i exterior of all foundation walla below grade shall be damp roofed aith The main, sarvi: e d opstemw;temshavebee '' ri ppk�;y, 3052 5'-4 7/8" L X 3'-1 5/8''W In elastic coal tar base, ,bituminous plastic cement. Any diserepaacY 4h a ihork airouft mr�"„-k d --'-q is required by (IF i- - " p .AyP�tficatione,end Mho cdcubtaom submitted with this permit application. Tie proposed systems have been ,, Should be reported to architect, immediately. �LICXphE) designed to ma(tbe New York State Energy Conservation Construction Code mquiremenn. Whm eRegislered Design 3062 6'-4 7/$" L X 3'-1 5/8"W `� ist fhetmade by Malo' or approved equal. FWH60611 6'-10 3/8" L X 5-811184"W 4`a 19. All exterior concrete, is to be airmentrained. New poured concrete d!v is pl raceaaa,o of, all yap confirmed by owner x r is to !be a minimum of 3,000 E.G./. compressive strength in 28 days. al instaaat o#' all '°k / +fi / minimum amount of the4 .de to X+, ere iestallatien• Electrical 'iapout 'shown on plana is a ui C235 3'-4 13/10 L X 4'-0"W 20. Gravel fill shall be clean, washed gravel 3/4" dtoe 1 1 2" in sine fixtures, messed• a or crushed stone of same size and shall be placed under all slabs where .', CW 24 4'-0' L X 4'-8 1/2"W ay' Install HARD :1011.8 smoke detaotaars in any new locations ae per New N; CTC 2 (- 5/16' LX1/2"W indicated on plans at least 4" deep. <' d°s, SectLaa Ak317 ,fir §1 rk Stets tuilding C16 6'-0' L X 2'-0'W and r knowledge,belief ;I. 21. Footings shall drop below plumbing lines. Step footings shall All .plumbing .tV omtply liar- state and ,local codas" Contractor , ,� Pmfeenoant lim awmped and argued this page,'they ere attesting that to the hest of hiePoe kn g , have' a maximum grade of 25 degrees. {��t c4 !"'',,',-' •-,. profeeatomtl"dgmett ova or'• Baliona are b compliance with this Cade. AN 41 1'-$ 1 2 L X 4'-0" W abnll obtain all permi.ie aeaetaarp: for the installation. of the work. DHT 2817 1'9 5f i6" L X 2'-9 5/8"W BIDING' „. . .,,,,,,00. 'N� ,i�►,rf.,A Datc �/ ' 22.' The residence is to be sided with HARDIPLANE S;n1No b Certainteed 4{ ', , all new hot water',li.nes are to be insulated. �� BwldodDaugner - DHT 3017 1'-9 5/tG" L X 3'-1 5/8"W or approved equal. Provide 6" corner boaras• Fasteners shell he as 3 � with_A.0.11. by manufacturer for thickness and substrata eoaditieas. At-i'',,,,..44,,,azt ada°rds Heating o ut pipes a i'9nllm Witt hin or ceiling cavities and SITE NDRIC ' *ot t'o, require furring' other' thafl am:shown on the drawings. 23, SOIL, TESTS , - ' AS PER ■.Y:Y STATS CODE 8401 4 In': areas likely to ahaAl, ba iaPported near or at Deer hub rid have expansive, compressible, shifting or other unlmowo soil coil waeta'and' teat npjtpVite - _, characteristics, a soil test avail be performed to riatermine the smile ' intwgsvals qct to sxoaed, 5 feet. ,.., . , - characteristice at aparticular location. This 'test shall be' mkde. by - ` oatrrctros ;to verify all work, esith mecitanieal' and eieatrL:al an 'a proved agency using an approved satho8. itlt pntraetore to coordindte'xith Owner the location of sleeves, pipings. W act i el ' outl alts. 8" pressuretreated sill qq'�pp condo t and el r C „"' 2d. Finished grade to be a minimum of below 'drteta, i . , � � � ` plate. h rfotmanoe. . - All baseboard heaters 'are to'be high II , t,;', 25• ' No backfill shall be done near foundations until adequate bracing PLUMBING has been produced and until all proper Town and Village inspections ALL PLUMBING WASTE have been made'. Grading of site shall slope away from residence :and, -,' ,, aiX structural steel shall te '4 36 dto?bf shop eoatedtandards of " yryj blend 'into existing contours. A".LB.C. manual latest edition• Al. . . &WATER LINES NEED �^ , TESTING BEFOflE COVERING { rt 26. A11' setbacks are to be verified and staked.out prior to S(�88 Anchor bolts to bel 2" dtex 18" long• Install bolts l'-0" COMPLY WITH ALL CODES F ' excavation. wail each corner sad 4'-0 ' on center mixitme. Minimum 3 bolts per NEW YORK STATE & TOWN C IDES Will, Provide 3" x 3" square waabera. -, PLUMBER CERTIFICATiDN AS REQUIRED AND CONDITIC JS OF f ROOFING / THERMAL & .01,9TthE PROTECT/ON num ON LEADMBRCERENTB�FORE 27. Flashing to be ,xt9 thick aluminum. contractor re to troof8a � A11 microlama and wood I bads are wade 'by oaorgia Pacific. SOUTrIOLDTOIUNZBA '�riiM flashing at all new 'exteriorwall openings and where n x roof masts Enstillations CERTIFICATEOFOCCUPANCY ✓ .',.Ya.,': �I1 existingf roof or walla. Stepflashingat all chimneys in contact with , of.'beama mast maat'all crita is eros manufacturers RT,FICRUSEDINWATER SOUTHOLDTOWNPLANNI • GBOARD � � 1 g, properly ` lenations calla. eems.merplabot'e l to it 2408.,G�'P- Lam LVL. In new roof. All vent pipes or other.protrusions shall be , ; uestioae call Deo fa'.Faoi;fic Y 1800-43'5»24()6 '. FOIE Inc 8Y ANTHONY. flashed with base and cap flashing. k SUPPLY SYSTEM CANNOT SOUTMOLDTOWNTLNNI G ':f4;,k 8. ' Any 'miarolam, header Swypear th#b 11 ;//6Se b eboeld' have a 5 1/2" SEXCEEDUPPLY 2/10 OF C LEAD, SO T, OL 28. Asphalt shinglesdoubl (Ass -ppar 8905:2) moat have a minimal of 2':12' *ring onptb on each . , Load' th�ldtellllar conditiopn`, 1allpycolumaa slope; With a double uaderleybeat for roof slopes 2,:12 up tp :4:12. ;' ounda'thave wall* if neo ed t ' ,receive wider Fasteners to penetrate through,roofing. materials into sheathing at ` " hoeld have. 1/2" z IS"' it 6" ate. :pieties -wei,�¢ on op. LL CONSTRUCTION SHALL RETAIN WATER RUNG" P . least .3/4" inch. For Long Island, there will be' a minimum,of 6 read loads troy above. ' PURSUANT TO SECTION 45-10C " leatepers per asphalt shingle when save is at least 20'-0" above„grade ' « These plans mast ,tile ltew Yor1�' stats ruilding Code 8330. 1. 1, 1.2, ME T THE REQUIREMENTS OFTHE OF T IN STORM CODE, '(4 for under 20'-O") and in 110 or 120' a1PH wind' tones. dtrr 3, REGARDING IfGRESS CODES OF NEW YORK STATE. O. Fir• stop 'raalL akd' Boor rmnstr¢ation in iccord'wos ,with New York tt r� 29• ' All Chimneys building avail extend at least 2 feet higher, than any portion titer Anildiag' coda asctieir etion of'ark, -all surplus and waits ' of the' of the building within a horizontal distance of 1Q feet. y,. ,. -C7JtAtf 8P u8bk aonrpl CERTIFICATION OF APPROVED A$NOTED ' NY -STATE CODE 6.2426.5.3 ' b tai ii.roselting floe, and wbrle -shell al bs le f €rom the t::emises NAILING & CONNECTIONS L the entire 'structure and tbw`site shall ba left in a neat clean andN dceptahh condition• 1.4 REQUIRED. DATE: '/�/9/S B.P.# 3° Sp.' $ill plata insulation: ailla to be set on fiberglass sill sealer ��'p ¢¢¢ by Certaiateed and caulked: FEE ,A./C3• 7D BY: m4&. DO NOT PROCEED WITH NOTIFY' BUILDING DEPARTMENT AT r-;, as1� M' FRAMING UNTIL SURVEY 755.1802 SAM TO .4PM FOR THE OF FOUNDATION LOCATION FOLLOWING INSPECTIONS: 1 � 1. FOUNDATION - TWO REQUIRED ° HAS BEEN APPROVED, til .c�z � v ,C3iT �� U FOFS'POURED CONCRETE �+/� p 2. ROUGH - FRAMING d�'PLUM8ING = 7 IA 1:2� U OCCUPANCY OR • 3.3, INSFINULATION STRUWTION MUST " '' • , -"' ', �1 '°�q� � USE-IS.UNLAWFUL `",, �• ' I:y v 1 BE COMPLETE FOE COC.O.'- 4fl_ � r ' ALL CONSTRUCTION SMALL MEET THE , r`' G , WITHOUT CERTIFICATE REQUIREMENTS OF AHE e aESOFNEw '. �+V YORK STATE. ,NOT RESPON518LC FO ' �� �., OF OCCUPANC ! DESIGN OR CONSTR�G ON ERR S tr+ "J UNDERW�RFRSCERTIFICA1 ',,, r( �V�RFrD ?° liA; CLIMATE AND GEOGRAPHIC DESIGN CRITERIA PRESCRIPTIVE DESIGN FROM WOOD FRAME CONSTRUCTION MANUAL BRIAN A. RAPP R.A. A��HIT'�,"r Tp, 'AFcfrllaclsSatil,! :Ras , 4 Nan Ploce 1 ( 63 ) 544 834p GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD 4 Nyo Park, New York 11754 FAX 630 54A 6358 ED AR t I N HAllARDS OalloriiialpCampatea �S��Rnlgy oy% �, r FROST LINE D SG NEW HOME FOR MATHESON / R SNOW DESIGN hiL�O ' OCT 29,`2004 /o , LOAD SPEED (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY T MPS MODERATE TO SLIGHT TO AS PER IEMA/ NAP LOT 6 BAYVIEW CLUB JabfaanOD 114j5,71::-;v:H42'-:Ii::: + :111;;;;;71:1::,,: 45 120 MPH B SEVERE 36" HEAVY MODERATE11 DEG. F. AS PDMAPs SOUTHOLD, NEWYORK 04-036 ::::: 'sheet s N fw 1 A' TOLE ✓gyp`" _ t µ #wI4d 411 23'-0" _ 2'-0" T-ID' 2'-0" - 45'-5" }. 11icy,w1 12'_2. 101_10" _ ' 6,_II" .-. 39-6" - fi.r ,jJ'•y! 4i4 14'-2' 5-0" 20'-4• 7— _ . till - 01 ady Flip • 10"PC.FOUNDATION WALL 'n .• - - - - .• Step footng as nec'Y ;;L:/ b 3-8" Bb 20'-4" 25 deg mm.sopa i ' r 3 :I: METAL WNDOW WELtr—• 1 '' •' ;� ' •• —2lZI` _ _ _ _ x J/ 2B4 I •, I r _ �� 1 - i 1. i• 7 A A I` 'A •IP I' i• I '.' H ":r� 22 5 - f tT-5" . F - - - - - - - - -.•I IT- •1 ,r - - r-4"- - - FYI In k I'l " y� 7 UD Wood SteD4 u nreaet Ti 1 "• I 1 •'• 1• r 1 I LfE OF 5/8' TYPE"%'GYP BOARD ON CELMC °.3 '^ I •.s 1 ..• `� 't PER to \\ I AS KEW YORK STATE CODE — r _III: HAUNCH FOOTNC IL � r I g\ ' y �•' n l ,vi r — — J .•, I 1 59-2• _ 14 - , r - - - � - iit'�0' L —1I b 7•'Y — —,� .• .i r f CELLAR •,• I Imo,•. I X .4"Pe.SLAB W/ 6" X6"X10 GA WWM ^ x I '{y - 1 , -• ' I .9'-0"CELNC HT. C c 4 = •- I •- is. in >Nt ' . ...• ^ — p3 f - - s , I gaA1 m�arQ N _ _ _ N 5... '� !•_ i` I F i J � • .�01 RI�. 7_al© " 7_t• J 5_0 6_6" �_6• W' 4'_I• 6•_3• 6'_4• -- N`_4'. - - - -5=3i 3'-ID' ...,., °i 7T�t1111 0, r r p ' ' (YI BOLER NOTE; I I = h 1 ry rS 1 I , _ _ 1 \ FEST FLOOR AW 000R ABOVE I I •,• ~ . r�".I 2-4' ''' - ; - 1 I ' 4 X 17 B MICROLAM BEAM r I I : • Lower to 1f foundation wala • TYPICAL B AM PC CKET • �/_''L- _`i^Y BEAM OCHE TO E E 6"WOE MINIMUM �'''• J I - - c _ L .• 24"%24" X 12"P.C.FOOTNG to Wow for a e doors AND 9 IN DEPTH FF OM TOP OF WALL _ - _ _ - _ 1 I Irill e- _ _ _ I r - - - - g - _ 'I,l-y" 1 1 1 (3112/4"X 11 7/8•MICRO •118EAM 1 I I I I 1413,/4'%117�6"�u{�m, 1411304 I "' L31D ~ rI - r Yt7 F4 I -t1 I _ _ I I'•_ 11'-2" 1 1 I 11'-3' '' — un M in �- 3 t� L LQ$ '' . TYPICAL BEAM POCKET . 24' M2 24riE?`AP:FOSTNC ON :.)\ yl O' \ '• AND 9AM @w DDEPTHOFROM TVOP CrE WA R\ y ` "' '' Rio ••• UNE% AVATi ' ; ' zk2 -\ 14-1" yNZ ZN T _4f _ m Oo .'' i q t ' b Qn 1i i t I - m` a. Y ' �sy GS c� in I ,__.1: 3 ,•, rla •'• ® o F w $ ® gi 1' 1\:° o \ '.. II'-2" y� 11'-3" OI , • , I .1, - I _ . sfi tir „ two..r. r- j •,. rrr • I I k 1111 -„-- I IIs - • - - I I ''' 7I 1 f,, 1 .�I to 13'-10' iI •A• •''' , I ...g, •-• •,, L 7_ A I L _1 A I•,• r - - - -� 1 I 1 I 1 1 2. - ¢ •• - ..,, I 14'-10” ,,,: . •• - - I _� ,•,, + 1/1 L to sp1 r t,A _ I - , -I t -c -1— 10"PC.FOUNDATION WALL ® t 'I r '• r 1 ''' 1- •r' - rte`= 1` 10"P.C.FOUNDATION WALL .., 17_4' 9'-10" 2'_8' I ••, - DROP TOP OF FOUNDATION WALL �''•.' 1 I '•• , ' I I !• ,• A - J t� L • L 1 A I I a —1 T '^ b STEP FOOTMG AS NEC'Y w a thr1�•1'•.-- -.1 w• • ''" 25 DEG MAX.SLOPE r'ti•s. • no-- - -.- I '.' SLOPE TOP OF FOUDATION -'--��I I --I i:, I 1µ- TO ALLOW FOR STEPS ' J—!. ]—J- "' J-1 J SLOPE TOP OF FOUNDATION - J ,� TO ALLOW FOR STEPS 14'-8" 16-6' 14'-6" 10'-5' 23'-9" .. 80,_3. -6 p" , F0 , \ JATIO \ PLA \ 1 - HOUR BEARING WALL AS PER ANSI/ UL RATINGS — DESIGN N0. U337 1/4" = 1.-0- 16" O.C. 16" O.C. .e._ 4 ve: NOTE waN PROVIDE SNGLE STATION SMOKE OETECTWG ALARM DEVICE AS PER NEW YORK STATE BULLING CODE ALL RALWCS AND HANDRALS,BOTH NTEPoDR AND EXTERIOR . - , MUST BE ABLE TO WITHSTAND A LATERAL"PACT AT THE TOP ' N z.EOUVENT TO A NWMU11 LIEAR LOAD OF 50 PONDS PER FOOT, IIIINOTE: 5 1/2" MINIMUM BEARNG FOR ALL LAMINATED BEAMS OVER • 11 7/8" IN DEPTH, FURR OUT RECEIVING WALL F NEC'Y. rM 2" X 4" STUD WALL FIRESTOPPED ' Arahlte4t's Seal Revi8lorlB; 1, NAILHEADS--EXPOSED OR COVERED WITH JOINT COMPOUND. GARAGE SIDE BRIAN A. RAPP, R.A. ARCHIT ;T P.G. , 4 Nan Place 63 544-6340 2, JOINTS--EXPOSED OR COVERED WITH FIBER TAPE AND Kings Park, New,York 11754 FAX 6311544-6358 y'TRP�ANR�iiy� w , JOINT COMPOUND, EXCEPT WHERE REQUIRED FOR. Do1i0r,"2Y completed 41 '\' F • NEW HOME FOR MATHESON ,a%�'` Q S. ' ' OCT 29r-2004 �. m m ' • , irr� * . � I, ,in�� • 3. 5/8" TYPE X THICK WALLBOARD, 4'—O' WIDE, APPLIED VERTICALLY LOT 6 BAYVIEW CLUB job Nlmb4r * I,;� '. IL. r L, iist ,14 4. 1 2n TYPE X THICK WALLBOARD, 4'-On WIDE, APPLIED VERTICALLY \ SOUTHOLD, NEW YORK Q4-Q36 l a 4,' '7 i 'z .-1 I , r<4 W-3 12'-2` _ 1a-10' 1'-0' 3'-II' J'-il' 2'-U` 5'-11• 22:_10. p ... ;y=-^6PAWC M `S10R r r ti/ I P.C.STOOP WITH RALNG - �I� - ra r CAP �ry ?II II �i� ��' eocec.wtx Aram �'I -. ,--..4").:1 LI' r _ FOR com :1(10RK ,^, II1 P.C.STOOP WITH BALING$ _ '.1, i.'' -r RALNGS AS NEC'Y TO MEET CODE o AN 61 -.: . . ,,- .` r� , a"T FWC 6r 611 2"X 6 STUD WALLS W/R19 BATT SION=IS NM QOM SI leff DHT X617-4 b pre--- ,. ,,-,: ,;;. ( VIEAN 41 SOLO BLOCKNG - _ __ _- :' _1 285 4 1 -`�'�_ tr/ _ '/ �� - ; i' i -- ' 290 4 I!lite Z2J tJ X IICRpLAAM(T'� O' 8` ( narFrq acendJ ; t! 1!:r' to „ � WIFLOOR JOISTS -to 221-C ^^.72`X12INSpE 'fEACOTTAFL6E II J'-o 1 =_ '�_ ���� �- I ���l C, v :Vi '! II � 1 •I „,..M % %I.to t FAMILY ROOM ' o � I .., g cawaa oGRE"wir �I sxx .. Iwe �� /111 to _ LNNG SPACE g� 4"FRE BRICK //� HEART TO CODE _ S" I -"� - 'Il 'l '. % .. yo /i °� fRECLAS' TO CODE O >e bGY ,�� �ic� C II 2"X 6•STUD WALLS /R19 BATTto: . LS Ica �)),% $ rou uWIPE!.o1 _ y pOPTOpN�AEL B�PopC�I(pF{ACNG '�////// ,' I ry B I,2" x 1;'TC FURNACE FLUE Iii 3 i Gx1L v m 3 I 66 u n o TO WOOD FR/Ii Y 'rY - da (2)2" %12"HDR , I,, !71*In L o I 2`X 4'WOOD STUD fRA1,fJO- / � 'f 4"BRICK VENEER _ - tl'S/Pu�n 74J.3 r. FT. ; / / II • OPTIONAL (2)13/4'X117/8'LPSET HDR (2)2'X12'HIXt -1 I���t ' R� A[: - "' r BEARNG WALL _ _ _ v 'b+ l {J m __ _ _ _ _ III �S --13-- _ 1 YM 5 1 = - � • - -- I _ _ _ L � Try I (2)2'X12` n. ' / }s, ° , : - - "Li- D• - Mooµ / IJ/4' 117?tam 1 (3)13/4'%t17L8"IVICROLAM I'll WOOD MANTEL: �) / % ER pl,nh�.,_ ..A •s� �/�- •r �' � b II L 12"MN TO FYiE80 �/� �;,uY7 I 9'-O'CELN6 HT.THIS AREA r 3-0 � B'_5• L I r _11=4' / - r Y 5 `ul .�� 11 r • � r , SHELF ' �� - 3" r ♦ ,, NOTES:TY' AL ry �`r�%� •�� ( - 3 12`STE L LALLY COLUFI ON (2)S I/2'%31/2"X 3/Ig" �la I 1 J 4'% II 7 B"(ACRO . t I, / `+ L, m r-Y" �)� O / PINING 'DOM 24 x24' It PC.FOOTNG r STEEL LNTELS r pr 103 I o r i i, LIVINGROOM r D L / to n o a FREGLASS TO CODE 1 TANG 2000 OEC.F - 7-n // -O pp,, r r N .� c c , n SOLO BIIOWlG s • `� I m �� ,. � +',i J Ill' - _ _ wAL4 IIB V x x �'• '// b _ _ _ ,r'R 20'MARBEL HEART / "r2 J STAR DESIGNED BY OTHERI ro r _ + o _ / 2 4'%4"OUT$DE ARFFIAM �y^7 M: ©�j i ^^ o ;,a o - 3/4'NN PLYWOOD SUBROOf� I- ED WRH q.OSEABLE DAMPERS 'li:' ' 14'-2. 15'-6" I. 0 14'-2` 10'_g• 11 1 rriiiiiiii. . .v '{ ew • -1'1- - _• 1' �.n. '" I l Y r r I 3 �T 1 y I (3)13/N�X 1 7/8'NX;ROLAM I _ _i_ Ft ./- 1 I; . •. (J)I J/4�X 11 7/8'MICROLAN Id _ " '� OVOE CLEM{QUT DOOR r:r / • T�'• NCELLAR�OR EXTERIOR '} '> 1. r in It W.tFLOORJOISTS/%'r CUTSLLAWAYAT(REPLACE ^ • I: • •.4--•---FOLMATION FOR.CURRYr _ (2)13/4"X 91/'`LV HDR �d 3'-8' 6'-10" 3' III my RESOENCE B"FOlN0AT10N WALL 1 (2) I (2)2' x 8'1• 2'_OB" 10-6. R * (2)2 x 8" (2)2"x 8" I I OHT 2817e:rABO _ tc ^o Yll 77n17.5,5yy�� 'Y 1 D 017"ABOVEI _ 2 2 "; x� x FIREPLACE SECTION DHT 117 ABOVE TT 1 rt'- T DHT r 17 ABOVE 7o OHT .117 ABOVE .� •+ p0 :r. o _12'-0' ' TE HEIGHT THIS WALL 1va._ "SII _ N r. N ^'g 1/2'. I'-7 ; gI 1? NOTES: I I °0'x" °"1 SII i >o FOR A 36"WOE FREPLACE,HEIGHT MUST BE 29',FLUE 12'X 12` ."" ¢ I I I 0. (© FORA 42'WOE FREPLACE,HOGHT MUST BE 321,FLUE W"X W" 14" Wpop COLU�$ I x I I b I n 0i� '!ISI - ltw� W/ 6'P.T.BASE AND CAPITOL I� 1 I r xl y . �L ('I 2•x12 (2)2'x 12' _;; ,1 ' rr✓D� 1 ill) A - A A 12'-0' ' TE HEXIIT WALL r.2 .o rY:i }-__l. t N I h iYN� , . ". ,3r) EN itil 14O cti 6'-10' 3'-B' I 6-10 4'-2` P 9'-11' W-11' ft ' ' 5-4' 6'-1 S'-4' 23'-9` 14'-8' 16'-6 14'-8' 10'-8' r ., f HST FLOOR PLAN ' � : 30 SO. FT. 1/4" . I'-D' n Ief IL 20 c,1 f�I� NOTE: 5 1/2" MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER �(I\ 11 7/8" IN DEPTH. FURR OUT RECEIVWG WALL F NECY. ) 99 9;.'ri;: • • . . . . . , . . t . '' . . ‘,,* T M,: kr'• • • Y f BRIAN A RAPP R .ARCH /� 4 Nan Place ! R A AR; NIT ' P. r ,, . 1°fi- I Rav Mi aT, 1 I)� Kings Park,New York 11754 FAX 631 544-5368- Rp0 NfiC�i. i 1d �' NEW HOME FOR MATHESON DotiOtk!l9GPm9Fied �? " ?1.6,1 r "z°" `' OCT 29 20(?A.' m 'in LOT 6 BAYWIEW CLUB � ' SOUTHOLD, NEW YORK 04-036 A ZØt7f r " nb )r ,, ` ' h ' 1'I V4 "er4 e • '( - -- - - ' v ' na , , : g_2'f 14'-515' 13'-3" 14'-2' 9_2• IB-3' - 3-9' : ROOF BELOW _'•�� �Ix. 4 / ?1 ADJUST WALL HEIGHT TO RECEIVE ROOF 'AFTERS SO THAT REAR ROOF IS IN SAME PLANE �1' \ 3046 . CTC 2 25 30 7 4 I R- !.5 x,11 ��e 3 1 -=- - Iui1 -_ (213 4X91 YLVL FqR _ I� (3) ' - .-- --1 26%6�1 _ `2)13/4 X 117/8 MCROLAM MDR X 8 1 I N in B_1 12"-7" '� - - 10' �� B�, v l3'-3' 11 � ' o "114.111: 'r ' : BEDROOM N 4 '� �7 3 0 1.1 d .1 �I•IIS _ MI RI AIIIIIII ; (ll•}? le ?i RARY M ���� BED Qo �� _ � �:{Ie - tit T RPPT69F 0' M 2._B. .� _ ELEV.IF-0- I' '� 'IFI o ii 4 e alTi Y I ��" 1 % (z)117/s' AYCROLANS ALL 4 SDES $ „+I _ NOTE' �� e[rt0 .:-4- Y-0' " - �I W110111111111111!I II, I 3 - - Y%12'RODE ABOVE °i - • 1 APPLY SOLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS ) r I' x M iiiro r� —� _ : OR HEADERS . 11 I n S •,• , . „,„, — iS 11'-B' I 10 • '-8' .III 10-81 in '21;4.1+0,:m�. 6'_1• 61_8' 6'-11' 7 :. _ � I m CLOSET CLOSETWM .-1 I 9uR�NI _ _ • / MI _ _ _ _. 1 F- _r , ` IWI.CLOSET III 1 I —/, rd �L' P,\IN 7 RISERS / 1 . - 0 2 13 4'x 117 8' r wA FM(UPSET) r,.� - CO�L CELN�JOjS'. 18 b 11_4' - I • - •_- _ _ : a rk , + xp, Jq YEAR ARCHTECTUTAL ROOF SHNOLES .. .. ' '„'. ."•:.r'.,47.134. r6 . ROOF GENTS TO COBE 'PEA Fl ENATIO t Y F 1441 J1 �. T�4" = 1' 0.. NOiE ChnlMy W61k1 qOt b�Q1YM Wul BRICK CHNEY WITH TERRACOTTA ELLE Ur top of anp wkgor less oak 21-011, IG'-doyley oointw�tW Part of Ur mot, - ' a liuld'nq wOin t7-U"Sr4once. � � . v`zf� , "* 9" 'Rr^� �. ,fr it aEu I k7M 1 f4 tlIn5 {l \ . m t ,,, 1n° rc;: , I � uq` zsq a urt " x ,✓7rvr' r e rn T.x t1+ Kr4 :� 4 '�'vh` iz- 9 bD " �, a `bf; y' a { .,_ Af 4, ;116 e4r + f >rt i �i q1Y r{I MIt iVI INI Vali hg601.S . v y rdp !.;H+,,::,' : + A �p�y `4' C I M1 if W I IGfi Ty 1 i, y { r ib l t#k i 4 T1 ft .'g. , +.,v {L+ afWV.914 ih „,atE i COPPER STEPPED FLASHING, " " ` r' v �^'%'o- + n ( + I. tr ih,, 3i, r- , r y ?c,,t NY ",, r�I,y. ,,,, . , Ll� ': k t r r -r4 a P 1 i v N §: b i ITtI Id i 4;�;A��lke 11 w r i s . r ; s v y ) ni A !` rr }'Hy "yn 7� :� ' r;5 f+v ilp L 11i�,4 f yx4 F t t p _ 3x eL A it �+ 2 - ' dt+4 o- INu 1n , r ° y — .Th: J s f i - ' t i , t /j �r 'f•,W '' yt > . x ' I { T ► + ?ns ! sa c, w r x . .� rp� NER, fu ,y�nt"' s ii sI"; 12",* , Y r f. e h s >' T' r'b' v I d ,� 'da f'114041,0q: <I Ai Ott ' bi7d P s� i r^ rtVwr e( 1'�I t"i"t AR .� .� ei , t^3u ':"k'..,,,,', yyt v. yt .��-,� Cifii ru r d z r I [+, . + + h I. C,`'4+ af s{!kt ti ° t4,i '1,: :4,',:! i: Er T/PLATE 1ST FL001� * ''iii � ti� .t 3r At M ''`Y)144' '1''F ab it� sr Yj dp �� le. �Y � ELEV.20'-0 * '2 yyt '3f1' '" '• ' .dA;:n*. n: wArit a ," , J lyr + ti a + ti Iri 1 ` .n "' y '14.00 '_ I ',tit!?al F w z t4P:34u + E,,' �11■1� 1111■ 11111111,1111.111111111111",' ■■■�I iiesf � Ir � r " "�1 1111I ' 1 Yl 110111 1 1111■1111■ ■��■ 1111■■ a 11111 limo ��� 1111■ A � l " H RDPLANN SONO �' d ! h d ° t ib + 1111 1111 11111,, a � ',.#k M t ,', . " ,• " I, i , r: a It � s`. f �. ^- is $* k 4,.. ."' �a n ,• w ° yo`m + r, lu t x",1 fi; h1 IIIII 121.1110 Mill MINI, * '„ P u • 'I "" 1 M" ,]33013' 33 'P r,fi t y�'x '', e}y`,^y 1111 • O X , it I d Sd. {b+N .�s !i" 1 S l -. qn d "i`hr i *131 , iJ'i� �,' ,� nt? 11111 • 6D/SOLE— 2ND FLOOR -. ." 4+ •� w � y' F, a .i1iC�"u & TvELEV.11'-0' ., ,t{, .w -, u. _ J' Sio e n 1 f , , 5 4r 14• �I,D ',fl,i L. -_ -- T/PLATEEIEV.IFL00 Og ��k31 a �°'r t5 �5'*� �Ir 7j v '- r"yAk�: ��� S'" fx„s■■1111 I,■■■■ ■■■■; ■■■■ i'1 7F 4 'I� ' si.l f ' . t4 dl `wtr Mv t v c a .'11 ■■■■■�i i.',47,L.:1,:,:701T,„6,i.,4,,,,,:i' f Ii�k Ir t ' t J4” 7 P J X�r■■■■■'' ■■■■■■■■, * w My �y `r "'+f �P rn `��viii :RR'°'RU Bill 1111 �RR� ���� �Rll R��� � �, ;� I r HARDPLANK SONCIIII 'o * ��/*Mr. Y:. I"rtr,? I ., � u - ,�� �� $ ����� ����� 111111111��1 1111 IIIA �._.�10 1 �I ��SR� ���� fill RRRR RRRR RRRR RRRR�� Q "� • r tt '' i��i '1111 1111 * 3p,r � , , � � , , ,�� 11111 ���� �!!!! till till till lilt * r < ' � ,� ;` o� I ��roa°v � ' �, r • • i. I��1, 1��1 �1��1 * ��' ''' " LSt; " . . � � " " � 1'1e K !s? " 10:e il �B SOLE — 1ST FLOOR _ + s .J` e s + In, ti "v & EG.O'•-0' * p + car m° „r * 1+M� '0,..___16_14- 4�. M • 'MTI� -44-:%•4•4;•'• "' Xd"" tir`I '" Artgx7F t4,e �' .tE�t q• • I i I l � ]k �v n �,1 � r» r r�"" ry IIx k 1 1 r`y " I I"y " f' �"� - _ ••,,,,„,,,,,t r y°"tu I+r „ a oI r I " SE ti r l * uY ' t _ I _ I �/ '� �wtb.. t t v k u VY � 1 L I _ IHl'P.C.FOUNDATION WALL * �', i ` '� MSS, pp �'� wy' AG I dpi y. ,i.¢4 t' r a 5 a' " P A:�„'il i' 1 $ h V'x9,i " "}is l 'G r{ +a3 STEP FOOTNO AS FfC'Y 1 - - - 'I * Otl * • t. n T`- :�r T," i wf• • "Y"v :' d rrrti>r `tif" A"+� d t , 1:,.. z ,:,', p4 Wt�'�+'�� :,',:t$210: t M 1 { tl l l 4 f n i 25 DECREE MAX.SLOPE - - - I - - - I * 2�, t 6r 6. ..tl * - -yip r l ". ' L n `' t � [t 1 hi ""5 e ., 4�t JI �' BRICK OHWEY WITH TERRA COTTA FLUE I 7 I '1R U ref om'°+' ROCE VENT ` ` ROOF TO ROOF FLASHING _ 1111111 E-0" door.gabled root vent TAN careen 9� - Jfl YEAR ARCHITECTURAL ROOF"INGLES NOTE:FRAME OUT ROOF FOR ACCESS TO s s I + n t h h r �e ', yup I fi RODE VENT DORMER WNDOWS.DOUBLE HEADER ALL SDES OF DORMER 1. ' r, ' ` � • ! 9 .� 'y ,' Sn } •.. •!! ^!,••!•:•!9::::•,,,41y. Yp Th r •r • �V"8 _ 1� �-- ' • 1.: •ht" "r t� • t w�'"L r rtirrireft'tI '1 s Cut -�` = DENTAL MOULDNO ON FREIE BOARD + 72 " N:•-t SeT'hhu% N ` � � � �� NODE VENT ROOF TO ROOF FLASHNC • I. ■ 1� -alg — _ NOTE: VENT ALL CONCEALED RAFTER SPACE y =F ■ i— • ■ ■ — ABOVE WSULATION TO THE EXTERI " x °I �" — �� ■le — e ■•alo = AS PER NEW'YORK STATE CODE 800.4r. a Y MMUS ■ OOP • i:: ■ ■�■ _ _ wa. 7 T//PLATE IIT FLOOR - - --- -- _ - _ - - --- If/PLATE DORMER -x+g ELEV.20•-O LI LI LI LI U 4 U U LJ U LJ LJ a LI LI LI LI LI LI II LI LI LI LJ LI LI LJ LI LJ LJ LJ i u L LJ LI IJ U U LI a IJ LJ U U U U LI LJ a LI U U IJ 1J a lJ LI LJ LI LJ LJ IJ IELEV.19-G_ memormar 11�� ■1■■ 1111■■ ar •I HARDPLANK SONG _ L 111111 = •� , � - _1 1■- -�1 '� �• o {"t _ 1�1 ��1�1111111.11 LI _ X111 1111 _ t . ���I 1111� �' 1111 � ����I 11�I111, 10 i. �� _ SILL ELEVATION 12-II r.1,..„:,!..:" {{p{� ii B/ SOLE - 2ND FLOOR T T PLATE PORTICO //%%� r ELEV U'-0' ELEV.12'-3' �— - ti ` 1 C B/SOLE /2ND FLOOR ....,::::,..A .44 0. T T/PLATE 1ST FLOOR - - SE 60:III - - - " � ?; ELEV.10'-D' _-7�-=� �—�_ _ I o,ouuuouuuuouuouuuouuuuuuuuuouuuuuuoouu t " :� t ■■■���� 1111■■ 6 ��' �� — 1111■■ 1111■■'I ... . . ■■i ■� 1111■■ ■ ic;i 1111■■ • 1111■■ - - - _9 ru id _ �/ 6 = ip TOP OF BASE �■ ■ ® � ® �� -� _ r�., Fl20NT WND WS ,,, �■ ,,,, III / ,,,, ,,,�' _ — ` ` 'a P '1' ,, ... . . . . .. , .0 rHARDPLAM<SDNCcw . „ , :., . , ::: pip::q ;= , , T1 411 Oft :, 9 ',•,••,'.'1, _ „...._- : , ' {{ �� /.'''''',:'',4':01- .,= caw t . . .._ 1111111 a - � '• . a/ so - 1ST FLOOR �� -- - - -- - �[ � � I - i, - '",;k ; ELEV. - - - - , thl _mall ---- FRONo. T ELEVATION L. L. : ":, , I 14'pAAETFR'TUSCAN'NDN FLUTED COLUMNI S I I s . I ' . o b r'r 't x' a� WRAPPED ARoI)!06'%8'3000 POSTS I ; I I b ,BRIAN A. RAPP R.A. ARCM" 1'4 PSC AFS" Qc�ssg `� I { '�BGTSIOTI$ , ++ r I r r - r --i "' I K r ge Park,New York 11754il FAX 631, 544-6358 k %tD ' ' e4 I 1 _ _ I _ r ^I .. Dole' y-' x L4NN ! i r�st y� I • - i r - - r NEW HOME FOR MATHE$ON or'Py • 1 • • r - - r - - ���' � I 'F4 � of t ; �n'1'`p- . '`--.--___,..,,,,4_, i� 1 LOT 6 BAYVIE'W• CLUB QCT 29, 2A�A it _ "t‘'''' �,1 * , y�,�. - ,, 10'PC.FOUNDATON WALL I r - - r - job Numhsrr, L* • ul��l�. �ft;y�lm } aw `--STEP FOOTNO AS NECY SOUTHOLD,SNEW YORK 04 L1036, 4 ,.� r r I I 1 F -T r r - _ -r - - 25 DEGREE MAX SLOPE TSMeI N mMr S T�. X�'�` o I "• tit J," r• aY Fr :. • { , • - • • ' a x q Ly4;� SET TOP OF ALL FEST FLOOR WNDOWS 8'-0'ABOVE F OHO FLOOR - NOTE SET TOP OF ALL SECOND FLOOR MEOWS 7'-0'ABOVE EMBED FLOOR 1212PROVOE SMILE STATION SLAKE OETECTNC ALARM 2' x 6'1COLLAR TES 0 32'OC. 8 8 • DEYICE AS PER NEW TOW STATE BU.DNG CODE 12 2'x a1'ROOi RAFTERS 0 r,'OC. 1` e . ALL RALWGS MO HANDRAILS,BOTH NTEROR AND EXTERIOR 7 /� IT sr - \� MUST BE ABLE TO WITHSTAND A LATERAL NPACT AT THE TOP /1 tTi-' �' EOt1VALENT TOA WNW LNEAR LOAD OF SO POUNDS PER FOOT. Y x10"ROOF RAFTERS 0 12'OC. 7 30 YEAR MN ARCHITECTURAL SHNGLES 24'DIAMETER CABLE VENT WITH SCREEN 12 k I r x 6'FREEZE BOARD - 6' - tF ' 2"x�8"COLIC JOISTS 018`a i,. • / �� Rap BATT NSILADON • 7Ip+ / 1' x 6'RAKE BOARD c°�� "�AtY�L`�isAsd`rnBVET� 1 ! RSiflJllifSlflfMRltAflMflSlA4AA1t {� w ' 12 / .0 13 4' 117 B• Y ND ---�, 7 / / / / \ N R S T R A 11�TLLi•:t! lil lttiLi! „,STTT ry!]' , • , ,S / / 2)13 4'x 117/8' eet MICROLAMS —� - T/-PLATEr A 'r ° �,; / / / \ T l�t1 z' 6' LL FOUR SIDE'S of TrpExEo cE Lrrc ELEv.20p', - / l _ 1 / - _ _ - -- -- 0 T/PLATE X11 ® ® ® (z)2'x 6”PLATE 4 ADJUST WIGHTVMYL sows' " a ;� 7 SNPSON HURRICANE CLIPS tOF WALL TO 1011111 L�WA KIN I T �� 2x6 STWWQOS OC ' SONHAIECLPS ut _11111 + 11 U U RJO BATT N50.ATION - <,y HAR ELM'S(SONG _ ' B SOLE r1.J UPPER PLATE FOR MOOLE ROOF / .�--- a T PLA 1ST nom - A !tft TU(IRiSUiligligtiftUiggtifitigginni!M litil(AS$ii RithilitilRifigini thihili$nialithiSltililUilitillfiti61iU1i1)tHR11(tilkiglithiggini tUltilitilitiKtl)liflii$ititltUiiii �EY•Ir-o � Elm.; 11'-3' - / / II.B/SOLE ELEV.IO-0 /� �0 E V.11'-0' ETL/E T7PLATE 0 GARA - / �, - - - G (2)2-X 6'PLATE 1 gyp b0.an woYs WI : SERFS FLOOR JOISTS 0 0 7/8'DEPTH Y.IO'-0' .. w �' 5/8' t x i •�' and cep' s common to residence 016' ' t;1� GE 2_p• I —f x 6' TWI BOARD(A um.Capped) E�0 0' W„9 space ELEV,10'-0' I (3)1 3/4' x 11 7/8”11CROLAM BEAM b THREE CAR GARAGE 0 ( \ I 31/2•STEEL LALLY COLU4! ' -I „, dk M i ON 24'X 24"X tr PC.FOOTNG y ` R r e p o i -- 6/SOLE 1ST FLOOR x� :kflj 11'� FI � '� , ELEV.O'-0' _,_i,�,2j - - -Sole 1st Floor- - - - - ;4 �- SOLE ! _Ebv.o'-D: Il I - r. ----- B/SOLE , t .- . - .. . •. _ ', .,;i X .at I i� _ — 111111 ELEV.O'-0' 'o - - I _ _ �.�1 ;i,`1n,'il( `� 10'PC.FOUNDATION WALL - •- nn°17_" W/ 10'x 20' looting ,•,- 'b I ,,=!?j91, 10"PC.FOUNDATION WALL I. s 4'P.C.SLAB W/6' x 6' x 10 CA RIM PC.HAUNCH FOOTNG " C SIGHT SCE ELEVATIO \ 24" ATTIC VENT W/ SCREEN 1 SECTI3 \ 1/4" = l'-o" , . .. ,.. ., , . .,.., . ,.,,,„::::1„,„ . IkFI I I I ' BRISK CHNNEY WITH TORRA COTTA �12 6 `�• 2x12 RDGE 2• x 6'COLLAR TIES 0 32'O.C. �� 2'x 10'ROOF RAFTERS O 16"Oe. r NOTE 12 �.� r, 7 „,//// Y z 10'CMG JO15TS:0 roe. _ "" 1 a�{t Climney outlets shat not be lower lMn 12 12 RJD BATT NSULATION AR4 the lop of any window within robust trot 8 2"x 10'ROOF RAFTERS 0 I6'O.C. 1111LISIhiTt8L.'";"11 { ,3' less than 2'-0°above any canbusfbb pal of the roof / _ .:I fre or baling within 10'-0'distance. 30 YEAR ARCHITECTURAL SHN(,LES (3)1 3/4"x 91/2'LIXY20LAM BEAM /`1�1���l, N (2)2'z 6'PLATE 1/2WT FLOOR PLATE ELEV. +\- 2O'_p• ^� � t� . ,\ RIDGE VENT j,,1��1 7' [• �, Q R30 BATT NSULATION i , - 1 A-o := NALIwAY REAR UPPER FOYER CONT.vEFirEovNVLsGFTITs „ i1r � • LOWER PLATE BELOW CELNG JOISTS i I /2 i I Al1NDRY ELEV.IB'-D' r i ID 1 1 1 - (2)2.X 12' 11111 (2)2'X 6'BUST LP ABOVE FLOOR JOISTS I ffi' ,1 3/4' x 117/8'Mksolom 8eon' ' 1111 - r'a� = I EV.Il'- It 1�—• %i i 1 l 111 i i i i i i l"1 111 i 11111 I~11 I 1 W180 SERFS FLOOR JOISTS 0117/8'DEPTH \ ORALNC'C PER CODE W/COLONAL BALLUSTFRS .j o, 11111 T7�LA1Fr / • >4 a HARDPLANK SONG- 11111 t EV.IO-0' �y_p• (2)2'X 6'PLATES — - - i tF g B/SOLE 2' X 6' TUD WALLS W/RIS BATT —/ , ` wM1d ELEV 11'-0" I = • i' S B'-4'SILL ELEVATION r �r, • EEV.IOE O' ) / I s STUDY BATH j' 1 ;R 2" x 6"STUD WALLS 016'OZ. SOLD BL CKHG N WALL BEYOND - ! '' ..I R30 BATT NSULATION B/SOLE 151 FLOORI I 1 ELEV.0'-O' 1 - q 'LLt Otltittlitl2SIiUWUNSIARCIRR WA 1Y180 SERIES FLOOR JOISTS 0117/8'DEPTH 016" C. ,i ;;;',.,C,;..,((11.;:.f III - A +tnil,`k GRADE (2)2 x r P.T.SILL (3)13/4' x II 7/8'LYL BEAM • L 3 1/2' STEE}LAIJ,Y COLUMN ' \II. - y on 4' x 24 •x 12 PC.FOOTWG - ✓i , B/SOLE T e} • s 0 / ELEV.O'-0' 1— T1 —FTC STOOP �'� CELLAR • - 'w'Pc.rpu(oAnpNwu. i „I.,i ; GRADE 10'PC.fOINpATION �'` w/ 10'x20 FOOTNGS .• tln & F. RALNG AS NEC). TO CODE W'PC.FOUNDATION WALL I- - - ' I L. --I - „ A y u���yy.,.. n 3vyww IHG�4R 1'��L i d kyt: BRIAN A. �RAp 1. I �,A. , A LIT ;TIC' p :° , V4 Nan Plo'ae 69 644=63v1Q "i Cyt ti< �� ' gasPork, NewYork11754 4'Pc,sAaW)6'zriloCAwlw'FAX 631 ),544-6358 til r ,' l I r - - µ l O NEW HOME FOR MATHESON.�+ D°te dNg u#/compGlea ' m � LEFT S I F F I F V”A T I O (\ 1t'DIAMETER TUSCAN COLtlW W,/FYPON CAPITAL AND BASE SECTION LOT 6 BA Y VIEW CLUB' t I* '141'• „;�`i';'''�' : * 1 .1 ' , "" NON FLUTED AN)TAPERED410 OCT 29 2004 I`N�• 1/4a = 1'-0” t/4" = t'-o' SOUTHOLD, NEW YORK, 04.- 0365-' \ • of 21 '' 5._ r STT , M1,r - 1 ,' Yq A-6 YEAR ASImuT siN4 E To w1p�Ews / 40 YEAR ARCHITECTIRIL ASPHALT SH / \ W 5/8"COX PLYWOOD ROOF DECKNG I I ISTA 36 - 36"LONG 18 GAS A$PER TABLE .10 I); TRUSS DESIGNED BY OTHERS +7t lot r (3)BD COkBgN NALS- EACH SDE 80 COMMON ROOFNG NALS 0 6"OC.O PANEL EDGES y kTRUSS DESICIED BY OTHERS AND I2'OC.AT NTERAE04{TE SLPPORT 1 W/ 5/8"CDX PLYWOOD ROOF DECK r i�\ N THE PANEL F'L1p ' y rTRUSS DESIIX✓m 8Y 0 ❑• r l .. 7 5:SIIPSON 16 GAIgE H15I "+Hl1RROANE CUPSilk A-6por v�VVV�I � �wi �� � y5/ AS PER TABLE 3.10 �� - ,0 BATT NSULATON SIJPSON HURPoCANE CLPS BD COMMON R00FNG NALS 0 6'OC.0 PANEL EDGES,', T PLATE AND 12"OC.AT INTERMEDIATE SUPPORTS MI v N THE PANEL REL _ ^§i ` I I 1LtiIi2it }/ D _ ELEVATOR 20-0 =� ,,_ i I B°EADBOARD SOFFIT v� '-� = (2)h x 6' i 2"X 6'WOOD SILO WALLS WITH RI9 BATT N50.ATION (2)r x 6"PLATE N. / © RIDGE C O \ E C T IO N SECTIO \ TYVEK BULDNG WRAP V2'crP eDArro NTEwOR cW 11/2"EXTERIOR PLYWpDD$HEATING T° TOP OF PLATE - 71 1 = 1—O" HARDFLAN(CONCRETE SONG PANELS _ BEDROOM #2 BEDROOM #5 CI RDOF TO WAN SECT10 \2"%4"STI1D WALLS W/R15 BATT © w � 'tt"f g/5 LE ZN� 2'X 6'WOOD STUD WALLS WITH RI9 BATT NSILATgN 11' - )�-o- o pow 0- FLOOR - i / " ` \\ A-6 - - - � IA 1 / it, r WL SERFS 80 FLOOR JOISTS it 7/B'N DEPTH I j II 42) 0 CEI NCATIPE Ell B- TARE 358 - .�bE D" — _ v / (2)2'x 8' / W180 SERFS FLOOR JOISTS 0 11 7 8'DEPTH 0 16'O.C. (2)2' x 8'PLATE 2'%6'SRA)WALLS W/RI9 BATT - - W/ 3/4'PLYWOOD SI.BFL00R l CS 16 COLED STRAP ' i "X 6"WOOD SRO WALLS wow tog BATT INSULATION BOOR TO FLOOR TE y_ _ ��t " ' w 48'OC. _.- o 2.80 SERFS FLOOR JOISTS ; 7 'l 8'W DEPTH o.. CLEAR ��' DEP 0 OC. 0 SPAN PLUSH' „ION", / 16 MN OF 11 4X20 CA AST •_c; EACH END LENGTH Bi / N •iv 'J9 �� A635 GRADE 33 STEEL STRAP,NALED TO STUDS W/ I'+,, DINING ROOM KITCHEN © 22- 10 D TOTAL NAILS - - I ip I (4)BD COMMON NALS.STEEL STRAP IS TO 308ATT NSUATON M BE LAPPED UNDER BOTTOM PLATE,WITH 3' " "k7 -4- SQUARE WASHERS ON THE ANCHOR BOLTS. r. Lci ` A-6 •• ilillu1HhifIfffffffffff14;r WLSERES 80 FLOOR JOISTS 117 8"N DEPTH / = i '' `y�, Elev.°'-0' / \ I/2' GYP BD. �� I 'ori ....L sins? u�nnszns?as�nnns> /1S1 52RSZR50156 s02nk52C1C1nfs1 I � I � :' A y \ I r 2' X 6"WOOD STUD WALLS WITH RI9 BATT NSULATON ice^; t ' • 2 C1dDpATS BRlAJN0U5 • Off " a 1 • (2)2' x 6"P.T.SiI (3)13/4'X n 7/B'MICORLAM Bean - ' APPROVE° G' %�P• • SEALER CELLAR © FLOOR T O WAIL SECTIO \ r x,B�STEEL ANCHOR gO ,SAT CORN�5 0 4"-ON OC. I, GRADE — FABLE 3321 W/3'X 3'SQlNJ2E WASHERS 10'FOUNDATIONMir = 1'-0 _ N WALL _ - I )- - • '1'' I PC.FOUNDATION WALL W/ ' +� 10"P C FOUNDATION WALL —�� (2)/4REBARS 0 TOP AND BOTTOM OF WALL „x' NOTES TYPICAL _ -IW-(1 ��3112"STEEL LALLY COLUMNS ON •, =�_ 24 x24"x12'PC.Far" = II, ,{ '' !b',T 10' X 20"P.C.FOOTNC , / , �/ I — — —II — — I \ \ JO YEAR ARCHITECT ASPHALT SHNgLE BY TAk11f0 6 W/ 5/BCAX PLYWOOD ROOF OELTWG d WALL S E C T I D N• ' A-6 1" = 1'-0" 4'PC.Slab w 6'x 6'x q'Co WON - \A-6 AD COMMON ROOFING NALS 0 6"OC.O PANEL EDGES ' / AS PER TABLE 3.10 j. '1 S E C T I O \ AND (2'OC.AT NTERMEDWTE SUPPORTS N THE PANEL FELD �r111, • A-6 1/4" = 1'-0" r x q"ROOF • SMPSON 16 CADGE H • ` .. F ,)I HURRICANE CUPS WAIS BOTTOM OF FODIOATON WALL y,h F, _,Y1 L 80 SERFS FLOOR JOISTS 0 II 7/8'DEPTH " :s n, it / 'PC.SLAB W/6'%8'%.q CA WWM ;I7*'IT' C n n1r nor/A. 'r} ., 4'VTR 4'VTR �� ��J�•I �V ��V V J J �' KARNAK BELOW GRADEL6RDOFNG �•s+ a� I I CONT.VENTED VNYL BEADBOARO SOFFIT \ 2 COATS enumo1!$DAAP- 1230 BATT NSU.AMON APPROVED°FNG°� `" Hall Bathroom t 2' Master Bathroom - /2'GYP BOARD SCREWED 2" -1 J I T t r'%20' C FOOTING.W r r I )2'%6'PLATE - Q /(2)/ ' •ebaro � - I I I I I W/ r X 4 KEY I I washn mach1 111/2' 1 11/2 2" 2" I1/2M 1I/2" I1/2" I _ •x,, Nih 9 I 21 LAV1 LAV LAV LAV I r X 6"WOOD STUI WALLS WITH R19 BATT INSULATOR 1" "^ �, t� I 'Mir `'� N (63 FDDTI\ G SEC' - 1 —�I 1 I i I i TYVEK BULONG WRAP p N�,77--� I tt185/B'CYP BOARD NTERgR 2' J lush •-� /2'E%TEPoOR PLYW000 SHEATHNG TO TOP Of PLATE�(f 9nvm I WOOD PERFECTCN SHAKES C re " co , ,,2. 2. CO 2" 2C0 CO FP0 \ T OCF TO WALT SECTIO \ �\ 2. 12 I IUY % I y., i LAY n/r .< Kitchen sink • T we 21U 3" r sawn FN 6'Mn above G ads 1A N�1 GRADE r - yl '" `�-'�1 t 2' co \ e�r �� wr CO CO , ' I 4.. I co Co —a T� .ry F� .:11.:11:: SCWA approved septi:system - ' . Y`�F U I p •, +V? 1 xl�Ir , !lv� House .w. P I U N 3I\ G R I S F R DIAGRAM BRIAN N, R APP R.11. �RCHI1' 66331144-43, 5840 ArGhlt6Cts SeQI RBnaSbils , 4 Non Place i t FAX p3i4-63 ti 1tEp'gN NOT TO SCALE • Ki7gs Park,New York 11754 �� `� Akq I;# NEW HOME FOR, MATHESON OCT294 2004 ' �c'�� r ' q�tn� ',1` LOT 6 BAYVIEW CLUB . S SO,UTHQLD, NEW YORK 0,4.--O36',: :r *� • rtw�:� ,� 1 ' A ' 6 • ir ri% ® Yw-It eiNubr j` > 1r{, h- n5 • ill "T :E •... .,•,,,s r-v ^-+ "+1- .,y. .. ,- • ' t ..'�" " . .-.,., �_ 'r^--^,wc., .. __"T"' ,+ -.,,r.,,,.,.rT..-,-...r.-,.�; _ _. " - Wil" ' 77 ¢. 77.1.7767:777‘ ' .. , ,, - __.._»-,"'•SF,,:X1_0^' l''1'4..177' i p��� , .n, .:n- - t ,ey, >e,✓•.r 'nxF . ,y�' 'rNF,+a.,..<, yyq .!., :i _ , ,, 4 4mA.. uN,.54,arv,tn"' '..l I' :'k� F'ty ,,,v -'" .: rp .. I'. .t ., _ r �' dY. .. ' j - Si�1"N8"'}If ��.I��.� l!i '. � in-„%' 9 i TIS . coaled anal liable ' ' �J':. • 33 ��yy �( P " ,,,, `:mi.;..-4,.. 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I ,aa�•ndpp,.yj• a4M, uceu CNlire.Jo519u NYIb' •.�' _- 6! i►'-y + 4 Asa i l� Now :lista al}e_arTe S. )7 '/ , I:gIK N ];i}7 ", ii'f' °e'✓i+lY';J i f i +, '�Jr f i 9s 2 ri' ,�.:a u �` ♦ ' 1 6 a IS 22 T b IF•.+M ti r d i '1 aP: _ r/ 8M' - T' � , - 7C 11 17 R(4oKVI IPR6�EYrRn'nb t� -3-- /1 11` '`._ �� ' ].12 .16 S } 13 . 5 10 IS 1. 45 22 50 20 Tq IUmtlabdb}•aa I : .; :f r % 4Y 1 `I tI ♦ ..j Ji' Ci N 12 Ja f Ya 29 IR 24 33 I','"_,i lil 1y M ,s!1;�4 v r, k Ye" ,.> M yv�;..T, .; �.aa 'e. , _,'' ' 34 , 7 20 44 T4112244•467411531144w+IInCtl4 lie,s',, ;, ,ii,',.., . '''i.,e.1' . ''A:`'. „ ♦ ��✓� , ' 44411 >f i i6 A 7 1"},?� bA4m5- _``- ` "� � `rr 12 3 le .a: 3 b 9 6 II 17 1. 11 IR Y k[el�, • 23`1414 `. „, 3 y" , , ,k 9elid Coder Wells•t Ur e.e. r." 1100.....°....; $"xe{"nI**Y milled t0 'G�� � � a1T., IS 12 ' 1/1 9Ambsmd(torWp IV 10 4 t f2 BmdbN HtMler(Fsceml9cd) ty f - a ' i: r li " ili Mae*with 4.10d mile i �. 411 1� - IA.2' i e IT 5 9 44 7 14 20 9 IP 22 ' ,,,. y{_ ik'' �. H x "," _'7, BypYp �. "� /�i' > d �� ' 24 5 10 IS 6 12 17 4 IS 25 ❑ 22' 33 : I IMiMI- '2.( 84.4144‘113140463 SAW �.�/ 12 .3 4 6 } S 7 M i 0 5 9 14 20 lip Soy �,) V"�/ �� H 3 4 e 3 s s 9 i4 4 Iz d e (m.+W�11444041.11606/4444 ', � z _ ham!. ,• .r�. > a.W:>* a " ;i, . 1 - ,t ' : Cagier Neils at 7"ao: � S:I �! 'I c r ' m w w - ,, .• <. 10-/41!4114 - i}7, . 4 '7 10 4 1 In1:, 6 Il 16 7 14 7.t N- 1 F n ". " 71h yNd?i Ji 3yA T •. 'a 4 ; 12 s 9 44 7 14 20 0 re 27 '- -- - - .. , '... a _ 13' 3 3 5 1 4 '} ' 3 7 e 4 7 10 raWbEill;Tqp PNhwwled) :Ra•+r•IINlr Indwell stud Js. 4 6 7 4 7 m s 9 13 Rp�yµrox� am+welD .i S , horizontal ♦� - limit Solid Flock all 712, "^ " + t Wa I . Sacker ter I,Aflzo11LO1 �.,.�` JIt 3 s 7 b 6 Y' 4 a J2 s i0 IS 9brtlymsiR otTap'Nib(I'glean'Nd} poata g►vyglg abet! . , is... 3 s 9 4 7 s o u 3 9 WV/844101364444134244454/4 4 ws4 aiding or stg4ao can M to headn�g beic r: a 00• ml4 ba°b Clae•d ,a� kn1 . , . •`t6 �e4r b - tT, ] ] 4 3 3 i 3 4 b 3 5 E lNM5aw b2as(744:.ikd) 664411 41641 k k'' thatki<p 919 wT be added as needed. 9:12 16 3 ] 5 7 4 3 7 5 e 4 7 10 ?e (Ta+��1 �W ~1ii Ig a" 74'3/v , lel ':rvpp x r 'qJ, J , '41�a�r Jv r*ty�gy{!� r 'r . ,,,,,,,,;:,4;:),34 YIliL1�CYA'Ni-retlf 1F fJ6^_:IG11'11 _ K`�+d614'�. ' ^rA F"�� ',x!�'L' 9{663$\YS�i '�' " If.2. 3 4 0 1 4 4 3 6 9 4 ' 8 12 ' ` P J„ " ' '. 2., ] 3 7 i 5 '.� { B II t 10 1$ EYnembl b.d14' • I}e '/gybt f^ yff� ti L11 it 3 3 3 7 3 ] '3 3 5 3 4 6 ltrldNoteAMR wnd BorbtR lJmlts 4"lolstB9YNCatIm„ ia 'm ;p°�j ' ,,i6 1 3 4 3 3 4 , 3 4 6 3 5 e ' "n,T;,• _.. U's2 - 3 3 4 3 3 0 3 5 7 3 6 9 r,$9V 1 GI c JTm 'n? ,,.y r• -rY l� Nailing mMdmolai _ ��a. i'• .5:J'"'�'R. ,r " A W ., .".....w k1 V rT °A r sate Nangslio� W' " :: n; ' 14' 7 4 7 l 4 b' 3 6 9 4 8 ❑ ' MMI WMItin(JNeb be 7354 ensile am dim4•d'. _ 11 .4 1 (3ypsw ahlarud � ,:, r 2 ' IS•djototematiPPla41mtn1}sbe4Nb42beeWenbmPalledbYn Widbbii•g rdl,heade or ridge beandeugaod to ruutfhan1Rlmd I .'i :,.l;s 'P"' ' '!y l{ "i.iy''�lu! 7 Sr ..;(; _.. .. n.,L+64 Fi`(uN � "k' " y:.F' ""e(a�s" ;>'•" I�rcid`"m r,�.p !SV: .� 9huvmel Poach -W- JM NOt� w/ 3 What 41®md4.tllpm/ofI*oder 4pmvided byrntticd mins w polio So•lo•dbearine wall the tubulated heel Joint canoecaon FiberEosd8me4, �, [olst h.yonAtI',tnt e ` dpeh<i%MI i of mei �-y� *���,,� 0454446:14341411441663•144410 ndr be Woad PmPoagar 10 de mututinn or apeo. 7n6• �+ - Heb edge re,of WaN+- �j py BeYring:/A�rove 6ynir•N4gaeomi4ngna lalalmd rw4:40441414116 smltmgJmm lW Wawa ill 411/3/110*aB/a' J/ a Lnee dew wet 64440644 rWutmmson do eolmeWde the nddition41040 !>tefthe tailing wembN. � I :,rr • ' «. 4s" arp•em'Ws116osd 5}ar•eyt, , 511Ylfiw 1 il""odill(4it' Qatar 1/3 of A\ �'.+./� s '1 rn 1 b oro 1th Wemeili tt .:` apart only wwr 7maMedb.ijgr u'ai.e0m minteelmt4 n•s.•intl66Pumo war smwfoanisd stir m o Sean gine a ng JI•nibssld Ma' G(wit'.Sx tY , III " es!! nRwti4isirshdltil+ikhtOnarin.,m.tcebnaeN•uunsd.eWfbelabWsledbml Jauuaooveotioeraoimmrmldmll Ihlavletaud!'mHe' ad' - '' aJ (i•III A �I -r, 1 /4< tinMIMS _ behwm•ed by 47r*4*ius brans•:, . SI Stud H44 diameter • Diagonal eenealemb�,' 2401 _ ti>m,l EE 114 sinlet.gs* tbaiq H+h161ltoofilldge F4ellmdcamlm0ueISA"et Isst i/-' <a/rd < 4. Ni4M,044110 ANmassmte•dam 01410 4wage al i� + - !; :' �' DOiMfI*i*Id . ,I • <� t " 't "^ f IS i+ .l ' ;i' E i :,,y i,ai l'Jaa.'Ril C '� '4 :. 7;77v a . ;}>um�ArI� " J J y i wr, „,,,,,,,,,,:,,,,,,,,m,, la 2 , -- z .A^:LrP'9fe41«1 `R 9mrrd L4o9s q I Mab - I 1+4 1$ rwl4n :� q , i .�(/y 137 ' amserdee it stab Sr461;00 . . ,,, ir�!o Wotan .b/d :J '7i L2 n1•e�eI*zI w w yp Ld"9rt - R:1.. $' IOw ! " /Or 1.31x3a•nr '.,es rill • , '. r.. 4bn Jail as Sidi f i :,. J 7 .m doaslmblriotlal e Si7 9th: , ,4t - bupdn Jiwro•pgY6pYlarwarEY111RAaX4GWy/ ,r , I•/�' M � CvwYmrmilun yt i r>•4 [1141 With R • ini 1MttlydMlbwt4tta 14 t, Iteluet 'sea''Wind Leads - Intoe wmmm�ManAmla•dmmoYir;W4whbirmgMg'nfmRr.Mte!fbPdmiapi;N'4rtp(dsiltX Yip, 'rY}gr" i$ r fa+tt Imo. ,„r-'..'- 'Y` . , ,. :�� IYagemmre•rhra(saw+ J.,ytrwp>dlMte(:kr+MWpelnl�It+lsni., �- Vital alit ifl! CAF, iyUf�/1etll.W'k. • • ® i- t blocki� ",6 .tom„rAr44 to'p7orlde UM readied ,L,---,,, , r4 tYW_, "16 IA tYO, Man 1� ,i;,AZ to t Oki banr111d letlo- for Ole hist W6 :''r aMgdY}p1O a �'I;.I .wv^'j,-"' 6"r' � t r+ ll y '`' ""�' p • q " rt S 1-i2k i�p�tR...i 1,..• . E 1 1 H 1. 1> 1 8 1 F a 1 E I. ! 1 8 1 F 1 8 I F ! a i J I . �"r 1 J x 3 ' ' Q h I is Y ,Y la a i i a!, girl F $ n Table 8 of ENI , Alo. W+� u � J, � r91 �s+' d: . Rim Joist, "rnt JmMw.n, ll > Satenl lt4 4e F9nndatbli � .t ' y�, a aMib®W4 tNemg foNtLlmsle 3W se 144Bas NUY(4ebs.0. n I Nail to R with 841 II w I f" $.a n ''15 12 4 12 6 12 6 a a 12 6 12 I{ p '' at 6 o.li., la to e u 4 u s 12 ix 12 6 12 12 : 54 .. i In ix Y 12 6 12 b . 12 a a 4 12" lookrras 12. ) ., ,� , ,•a k i „� �i x4 0 6 Oz 6 lx 4' is JT sx 4 1Y tP p�y}11�e'iN(eltY 'T ' Comer Stud Noidd9vnl �I i" r� „/ „ _ "tz q 6 Jx b 12 6 341 iP n' 6 6 6 S rBGvs! Detail - $ Stade With r Id 2 6 11 i 12' 6 I2' 6 6 ie e ' fi ♦� v�� �� Awdg4r3da 7als 194 lilt 4 IZs. 4 12' 4 e 6 W 6e fe 6' 4• f' , � (lll i1Rv .' 6 n f �, Blocking �� `'_ '\. r '' w�•dji Z! „ie. 6 az' 6 6 ♦s It e' 6' a 4' 4'' 4' 4' Connma4on: \r r . _ ��y '�,, OItY14aasw}rrwr T's•s11,411gsyateb 'e 6e f' i' 6' .f N' 4 4' 44 _ _ of (R.)' �� �6 fbe1M114dNd14N�Tnit.nl4YYtd.4 } '6 4 6 6 g �' 4 6 4' d° 6' 6' 6' fi' 91giR•: P4 �14 p ) Y-r-y 77 r•l' elgoklrtR at K"*.0. ,tt �4 71eAertsp2�a Sill data to 12 50 r "4 , f 1 4Y {IY f + �d', • YYeb stiffener tach alder . YMab atlflaawl^esch'slde' 402 un ret as �� '-i . .. • when nqulnd.,((typical) MdMn ►aqulrut i4Yplcal ep wear i.b+�irJyasreea Moemli ebrafWd4emNdY a e;� 36 n us ur a dao- , , F ' Ny al O AS� ion alwleei . 17*ssat 7 2 2 2 '✓!• x 2 x 2 Splice 430 - 1 Litt $ 1�, , I r 1 !i ver 1 " " footmen 1 2e 1413 ,"214 :r tw Jo mama ��. 1t�1 4 3 3 3 3 3 3 (Frmv19 a ce a T4 a dFl '"i"' F _ > `�1 I Bnsrm nCY 2i 19,'1 2366 pr rR ' c J , 4+� a Wasik .. E ' Nnlmre66lioW6w(IOd� ..__.J1���.. S� ,�, 4' 'PYn �,!f'" - .' �`sV tt 8 }l <'t l.r 'I 1, • e- Ha> Cont n8'ts Oar a Sevelug whit a IS", Abut/ } r' . nsrtre144 lrgelmersir el'Ir roof,44144116646M e4m m14 o64s wtsei.4446ntpmmeredenmenmab"mlmacab,mn 2' 20 1 • 4661 213 •, �,6p„ ' `s fi ! f{ �a ,_ ' 2 r }h,_ t ?`7 r .5 tiowdown _ • +,tardi "�! - a17aeis• pale.i4(r) 22 22222 •er .r y, 2 i'4rhwdixadae.u•04944444606444444444**+wdmnnmtms 6'rtm.mem6s1%S sa.9. Or 6®lumemb..rib Oh2< c<ow.lr Dins 36 '17949 f y53 ' ' J { f s '< , si r 5t ' " ' q'Y 36 179 f 79M r ) it ' : r Nr n t r to Jin 6aru$61.1 .a�bb+.a'etN. , i - t 's, �([,�,t t"r( �'' Load bearing wall above ' t'.buWed6im1ae,4a•4.satare,6.ew,gemebediondbwrobdemlgeamlxm"n(1'I,o,N. Fs ambgemM.wib0,424o<'a49:a"mil } 1 i ... Ij;. �a y" �, ttyeabi shear + ,ryimepshm radssdb4lmbeYsf 266 e1 _ • nail' �2�91 + . ?'}rip # ` ,;. ' ,:,r , ,'i : •M�l"r, _ ! (*tacked over wail belOW.1 F'•^ TrWwd4Jwaantdy.3elq••ILimerrlyrlm6mnmRNnn.eminen.mtma+dl4>O.q. Fwamlogm•nw.H6a42.11<aa9,m.mdl 3, 33 114 1 4 1 Sr- ,1. .. ��� ° t'sbttledady4ty s 9M11 Nmbdinl win B. - 36 4 , ''Wa '1 ! 'r 1'7 /Fr' ' ' '� 1 1 1� e • 2 eri tTtA •,'' . I Jt', / Nail Blockin to R.: with M1 v WW1 aonoln I7•m 12 50 1 3 421' " 92 176 t,4T1', ,lya�b 212,-p?4'3ie lay j" i :„:20‘,1"•!',71,;!!‘:::[...17:!:111:; ��� r ">^G, • iYr 841 at 8 9.66 , , - m Fnvnd tion :.16 279 •R' x G s£• d *91^ a Ix X41 `���y'� , ,.. T 1 20 i}3; 169 ',dww • r2 i Jw'=4.; i` ^+'� 'F ' italpl i' Wind, ,�y�,temietinag (Sintran-4mde) 24 ISP t ,f; ��r�g 4` Ln Aa W � : a laT; ^ as} '' ;� ''s A ri 'b 61+4,` R _ \ :, sl:', • " " u`+ v - i i _ X344' 27 ' , Jti'� tt a w d J R Sa i • _ ' woo t }�III�M vo•R•'al �. 1 ,� '1i; 36,. 441 3(S ,_! y t� 7 , r 'y`h ' Int Shad 694118 . Top Ply Intersection i ,, ;; 4H.' �' $ a'`''t _ Detail when re9ulrM til ]01st blockingI r ' :' s, .� , m #� ' I,;I' . ,T 1 Fa' �� L31ir: 1!114 , iJb • • r- • • ',n." 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'w � "�f" li , • R 4 '° st aa0nai¢on ihnl b6 kr - "� ' ;`>1'4'k" 4SaG x' ',�` `Ti. {e(y� {{ S h'I; y J 1 'J .n ' - _ . . .,e ,x xidag.A k^t 9"1'� t • ' l4 i,' , Y -a s i e •,'7Nn•erds►epasladW,(N7 a4. • gN N r � 1 II , - 1St"mina 4ilNm6smmNlsYbildPp!Iam(ay - t�A� ., w ; - 4 .,9, ,n i e - 1r4fw •.s n1q•ieisfansW rvsq. • . n p'. - n,.. • '! ' ',4. lw+f•UrdWhd tyi'•1'94�Pxnn, •dN 'e!d!PA^t bPs, 'A , V50<0.49.4b484114441:44 .cu " '.{, 9.h a•mMwIb0,4xr. ,• :+' azw s,+w „1, i b 4nlnblmmhbW td l'' 4. "" „ t I-, �'' x �nq{ronm.dlea�'a4i' .14. A - � � 1 i4n .ul•bwni94�a6tah.alenvw+k+a,,,,, - BRIA ! 'A: RAPD. . _ . • _ ,�' ,� .� ,_. 1 2• i Faemwwv� w.w?•6+kd, �) 1 r .� `, - I kn . .it - , ' t 3 ..s � p i. .: i r �1, 7;.,Cilmet„.a_tet4>4,4rA " ; t � ti:V' s ors n,�, � efi(,142,':R . ' • is � ,,, � K'n s Park w Y k 917 4 : f�.,�: J - 66,..4 �, n.a," , ;.+ +,_ . 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'She tNunher `✓ / • ij• '!rtl xt a '2'" k, .�nom- .. . "311-23- F..• ,.. '.. -_. .., .r __ .. .,_, _. - - - - .. (00:';'' _a. ,�.,44.1,.;.(...,•11' _ _ ,:. .i': :. :.. .. Z ' ` .:-b,:.ydl.., ._r. - � :.. � ." .,- .X i .,.r ...... �. z_ ��...., _ .,_ .�"_ _ .4.. .w S �- -1. LLi . ,.,J I " �':>z:__ „ f. � . . .E+hy 'k�..,_". .� w uo'ru. 4 ..,•t_3'. g� _.a � 4a",SIeS� trih ' r - _� _.. -. _. . _- , - ___ _- -- - FLOOR DETAILS INSTALLATION DO'S AND DON'TS . •• "" 1 F7 ATTACHMENT ATEND BEARING ®BwaOOCm6PAtl cTERJOR JOISTS DO NOT - �.I HOLE LOCATION FOR MULTIPLE SPAN JOISTS HOLE LOCATION FOR SIMPLE SPAN JO .� DO nm ddil orcldtlanges. Do not drill or cutflenpes. DO ' Orta pmn W,rwrwwYWUYY. I� ` 1, 1 //�� Jl., } f 'l,, { �'� 1 IleaaWwa . • - , •` J „ .11 _ r/r�'cl ' s - ' .__ • aau alai 11 wrodllmlm• \; i 11�-41mWm , .-wt1 a-.-: v-' Mona " 4 �ar/ ` .r--dlmmmba-'H Ii-o-.1101:14-•-i +--nn.IaIO +I' , � ' `• _� I avAaYPms . ". I ' . Chaddlmansion Is minimum Wrote In feel NW Inches from Melds Bice ales alt M nearest ale al hole 24 euals 2' • -I pp g ( q '�}' Chad dlmeaMon ie Mnlmam dlManco In feat and taches ices Inside t��of support Id eaanm cepa al aoBi(2-0 aquina 2'-0'T. ,.'),, 41 I!,2 , .„ ;' „ 4,,1 i A 'tl�J CM:::mansion Jurat CmularHoIe Mamas Jas Jeal Clresmr Haa mamWr . . .,.';`1 t ' . 11 : r 'r .1 .. fro-..,,r, ..•5:Wi 1•v t 'rd,7", .15 .'x .01 'd'' ;w' I 7'i - .e . W fY W" leve i1 tr 12W ., 4 Y 8Y T r B Begat Span" r r r 6• 6W i' r awe- 1r 70W 71' 1r tiri' Depth Epan r 3' ,.a • F.JI,Y f,, a. i t Tky r..-s 4 'u"4trk .,I,Apr '116,1- S A »r, '*t �� J}y. JSI•' .>t.. MiAa. h Ina. r �y ! gra c�_ 'sigi 08 ; 'I-0 : 1;a 24 �' r� a s_ 1h • 12' OB 1-0 2-5 3-0 5-0 12 0.6 e-0 1.0 2-0 3.0 DO NOT DO a:>i,1,� a " fraFr'-'�";t r 'q 1. �T4, A.47414.1.SR: ,Mm,YS" 4°e .>. ^tivi ,,. F `.w7 u.:S:"'�.'Y's.'Sf1...ntiru.S1:,.:-:..u17Y. I+,vA 71,'11 sero . , n :7 n , d, r . : . 61, 'r i + f�i' 9%' a 14. ,. 66' , "1-0< 2-0' 9-0.' .4-0 9W 1e 2-0 9.0 4-0 5-0 68 16' 16 2-0 38 A-0 5-01. -�.I I.� l,W oraabwn'W lmlleo aauaurMmeth / '�,'7,!�;Nf7 .'ks ...n ",7a�sti'il' Pt r' J 1 rj ,,.'r' c,+. N'i'li "'Y �a�qe" p a '^ -rg7}'';jS: 9-0 �„ .._ A:l ><SK ar t_n - ' r i ay .iiako 1„Pi flrt.}f#fire JI'Ii R orJdti, +,`" I J ai .;... 7.4t.: ' ..18•, P6. . s: 04 f . . 1, :_ 114: 1, (S 111111141�mw,Mtagwn.�mr. uta- eyi.; ,T l° -.'.p i .-aith . ;':htir.RY.r14li�71c. 1hL�a' }' 't'i5. ,4 t '.M ";:)'! RaT,' *Fa.:.�t : ;amt __- • 08:'. 1-02-0' �, t-0j8:1 2.8 • 54 - - ,:':h''.ir�� F kl".y�6`..`: ', �:i '1S: -• • .• . . �� is avoid spas Dram minas M log 1.1W Iron m are rt Inrellalon ati om n.,, v • a ^R � ' 12" - ..,. .� „ - 1 .. ' 1•fi 2-6 38 40 � : • • • ., , Igo amrb penal Wilk a WAN". 14 IFe 1-0 14 2-0 38 4-0 5-8 6-0 ' 04 0-6 1-0 1-0 ;,S + y ;. 4 . a 1 '7 '1;'2.731.16-;:, ..fth- J:v,X$a,0% IT let r ,�. 48 .5A T.re._sVik}W , ti 9,k;1 s f WODDIBgu� RIM JOIST SOI/ASH BLOCKS I SINGLE RIM : (•,.. t,.{.C�..:'•.'t s - 7n�"..!4':Y,t'r+:1 'I�'67Ir. � s%S,r 3, 1B:• I' D6 .'_OS' 1-0 1-0i': �,'$�_-+� _ h C. v....r'T 'r I_J' � v..` - , F3 wuamamoAr. ptaa w.wmm.r.awo r :., 182-0 3-0 4-0 5-0 6U 7-0 6P 86 inc. 06 -141 .. 18 2-63-0 4-8 5-6 6-0:F OrrMMrWmWnwr. a1MImW . _ , wrwmmur�wbu mY mane* I,:J 11W 4.5f •l ' '. , Y ' '1y . .1�j'J'�Jit}r �•�5'^ tt . ati Clg / ':, ". �, Fi`t ! d Lv _ I- ', .^A.':,I 3.. f fir.14., . ' ' ligin. ., p ' H�i.L2 FONM '.' i!'1 ' i; ;> .4�oi.•• .K • ,mini ,. __ __ - �: _.__. .:. ..._ D • DO ". 2r 2-0 3-0 4-0 5-0 74 6-0 OB 106 d, 1 $�'...;. I-p 20. 26 •.94 49s'. 6-0 i86 ;-0 Sri "4 pT'1j, x;i s;I '.,, ., r i;? he "t kkLk'.YZ' . 't , r .+ .'^p{p' zx' os o-s z-0 3a 4-0 5-0 e e 78 : dkdY+'i ;; ro •, O,NOT 4 'I • marwuaPa• :hr ,,; Ig e- Illy.- 1. ,....,t ,. l.°3r'� ALI A+'., 'm`-ri-, d.ts', ;...ght:- . .�a nfilTlYYtiR ger OS 0-0;,_ TO >216., 9-0 : 9'd �' . :..7. !ItaS_ rp;. ,>:.t, ,. . _ Wwalrnemwrsr a reel so Wood wet )� reenadro _ ':, a-,.:.� .,. . 40.n^ .„Y68 74 8-6 100 11-0 vsyx"a} " r'...i"ttw 0 . 1-0 1-0 2-0 4-0 .- 8-0 1-0 I. :MI k{ ",s ` `r',ytiD .T �.. 1 � ; l tit i; o.'z.r l, ! 4k.. 1..,;kJ..�e .;a I , G, �,,,. ,�•"� .+.;i�{r. lrff`{::, r * � . ' ii 1-9 1•B i.e, �9ry"� kT•Q• ,�'S;.� tiJ"�t'��' i9.xY Imo\ sense mei "� :,� 12• 06 1-0 1-0 1-6 /{ 14 1-0 28 28 38 4-0 . 26 OB t-0 t-0 a,�'�F ' mI.IMdnlm, ., ,. la it '94 tl-'. +1 •+Pv t ^l - .• r � ,r - x.•,.�. maid 12 0-0 0-0 i-0 1-0 ` 1-0 1-0 14 1-6 X78 28 3-0 , I,r, ,t,Ld'I,n'. I _ ..'', . ,.•�: :: m:e i'�_+ikr Vas " r, 'mv3. a a'r'- , , '.:n� 0 •8 ., 4'6,. 1.0, '1-0'' j*.l.T1�8.:'.- i-8 -12 r.'., t? J. tilki.`.1+ r1*.2a.1.4n, 1;:riuk.•'a" il rmmmamn Mn,.n f ✓ 3 '"I & 1 nw; ♦ / ,I, 16' 04 1-0 1-0 14 2-0 34 4.0 SO 5-0 6-0 7-0 4-6 5-0 • mgr � q o-s 10 1-0 W Ian / '>. Ir '“. .'ir:,.' . .J rv,::x„ -b,.'1 z), 1 a 47Y",Yri S=i!o^,� gi rile L,i" r: g `slit{4.-iiea:kt'nitfi i�Fw,. a.co" $, x ...f• amre.o arae aero f , 76 06 1-0 16 88 9-0 38 �I W, lea . to .� ldvl zw '": 3-0 I '• '4U'� a.en�lrtse,�`�""t�t"�,3`'�,µ'� ��mF �;� Arnim lar "a YII� / 21Y 0-6 1-0 1-6 2-6 34 44 5�t4��1 6-0 6-6 ri-0 04 Ar.1 14" 2A 06 06 1-0 i-0 z-0 30 4A 5-0 5A &fi 7-0 n., . r. ' ..' 'i,. .. ,,...'r}I" °`Y 446. tion }6,10., ,I d4Yg',1p,.'R � ., '. y2.;0.120 . 12•pr. ' a0'd iA-0 : ' b'4 ;x f r J:.e,-,.IB-' ._k 's 7' h &'. i rag:: armmesaU I wbrmemaW / 'ro .d 'I r 1K {e 1 , r 1, rr-n. - Y , P'E"J(19s T' / es-Weer + z4 os 1-0 26 4-0 s4 68 7-0 e-0 e-0 106 118 2ib � _ 1 1r +. :t e a+ as ar __ , �mA 24 . ,„,„:;,,;',„4."64;;,,,,;;;,1071 . OS 1-0 3-0 4-0 5-0 8-0 7-0 7-0 ati 9-0 DO NOT DO or DO • ,� t��I arrlmaMrM ale ora f} , 1- I,Irts P” ":0" :'-' ':;1''':1;: l'Is: al6P.T14:.. ,'{vd c 4 ; 2l . .13 w4:403 ii..:'.r^u(1i+A .U.'.U$:, 1fi .4-0 'x. _1,66 " &6� !tT�ff;.:1**'b.' 14`7!e.t.'e" (l�s�F�a,t e: lk"r, i \r steer' W�Yfon fns \�� - d } , , e m r S '{8• : .x '1! 1 _ Jfu"':�,+ - " F . - = I rrmprr algg _ _ _ , 25' 06 1-0 24 4-0 64 7-0 86 9-6 100 114 13-0 Y9 -,.. 0e p6. 1-0 1-0 1-0 i-0 2-0 3-6 +0 8-0 e-0 n P i r,,; 4':> r�rjw.,erV•` „ '' s'I '4''I :. tr;+H."o.t.cm' r"` 41.r%"YII. flY:;a' ,wr,:`M1,.>vtuhv�W1;:°,,.- e '. ,3r':''' :06�.', 06 1-0 - •(.14i. 1fi, :,14-0".', t3-0,:.r.44ia ...:6q{ .r1f,77.A)i^?'ni,r k kt'4 k *` • lei _ mr.rmwaomoWw \ 1. .`1:x Rt;v. Jr. n. o = _ _� Mpu'aeladnil an r"WrewnaewoeR 0-6 1-0 1-0 1.6 4-0 5-0 74 9•B 06 11.6 13-0 - Of 9r14' 04 0-0 1-0 1-0 10 1-6 1-0 14 h6 2-0 2-0 2-0 3-0 4-0 o = /S1 _ a amraesyrrannines ememomssewn mars ma ` t' • ,y' ly.,,,,`? ,Ii.F F.,ht.,., i j. `1 a l ta jC 4- I, . ' d = N. m/ �- = c FlBERSTRONG• a ,,66aa r, I t ., r I , . } b, ' 06 c 0d.• jA: 1ili±:i .'Iiia t1.6(14,%* Q� ) r. 1-!hA'ltYFrn rl' .,YI. ` t. IR*- 'n, hY. �[ ' 4A la , .,In e F,SL'•.aJ '". ";ti" �� 6� '} F6 RIM BOARD CLOSURE F6 DECK r tq. p8' 1-0 1-0 1-0 1-0 1-0 2e 9-0 30 M 5-0 5-0 G-0 74 = _ _ _ _ vaaol Yabayr.uoo.0 OATTACHMENr 511nIbW ,ry.• ..g+- +Tn' .g, ..0""T,"°I�r,�",�•rz.`;i`�n �t�•r ' "a,01"I ii'`;". ii4'"i"!r' •..'"y" ;(AmM1 Int tin' O'8 06 1-0 1-0 1-0 1-0 14 2-0 2-0 3-0 4-0 4-0 08 _ B-0 Wrmwwwarmrl4Wsmmamr.r. aaW -_ =T.- - C,r,- y.`>,VI. - II i int:., IJ,1 'l •. '.., c ." Bek 4i :�77,, .maid% ti :4,1.14 t�`II:ilai4, an. .,'1:* :20. : 06. 4 "OS' t-0 . .. 144,40 !1 ' 1 t12-0} . 'lav +3s"11th 4er. f t ai _ _ _ Q. _ maaloH.mam I•' 5 . 2.8 ''J't4, a.,S.Y 2'"nett - - °{ �- xo• 0-6 i4 1-0 14 1-6 z6 3-6 4-0 4-6 5A 6-0 0B 74 e4 . a 2-0 , �b I - a -0 w s'� . u a ./.. .a _ _ --JL.-7, _ _ - 1-0 14 3-0 4-0 a-0 5-0 8-0 B-0 7-0 a-0 -• 'I nnwr 1 1e• :,4' , 'J.w ay �1yf �y 1rr • ' 1 "� :Ftfq," ..�. e'�3�°1, -s 1-0 t-0 16 9-0 96 5-0 B-0 66 7486 90 110y0� 11ry4 . 01 - I� nlsMWb I'_� un.. .. , k n - y , t+k ."'' YIDAr� 1Cu. d }2', r, fron� .U6 1-0 ::1!0' 'R•OJ, § ,r �,,. y1' .4m e" 'n.: Y 4,3'1 5�jr (F`rlr*; 56L��c' 4v'S� / - • d . al x4• ae _ 2e lea as 1-0 2-0 94 4-0 s6 66 Ba 7-0 eo ati s-0 0-0 DO NOT DO Or 'DO p ux�YUM• ' ra ter ,u ' I :i't^�lC+ '454L'44"'fiaf l .,Mks,�.�uT ' ,r�. .�G,TfPs.A�' x I � i ��'FI6M� ".Shx�3fa' L i'"'1400,00.4. !.fLP,. 2E. D$ 1-0 . 7�UBr.;,S'4':' 4.0, 5fµ 64. il ' 7rt>. " •t I - '_ . ; 2y' 08 /-0 i-0 14 30 A-0 5-0 68 7-0 e6 e4 10-0 118 130 ___ - ._ 4,. .E 30' 08 06 1-0 1-0 1-0 1-0 3-0 A-0 I. 4-0 6-0 �7-0 1' � 108 • mrMmarmar I =� .sr, ,i r,l°7., e r+,t .,.. ,f^•IA 1 . i f^�". 1"�".T. ' ',,'"-0!° XI'UF}''!,l:i"r, I "?'3 Lam.'. r: ..) 1! ' e 1F I Wow= TN,: ith ..r«u.r.<''.t iF,J!',Y„,b,?r1 'soli` ,r erggf f.46507RF ,14 �1f� 1z4 k198 ? r,-:,„. , 0 .,..:'':U•e, 1.0 I":�I, �i'. -1etiq,-�16r... 1<8.., -:1." :r. z4a:;T:'40 -s,1•G`Sa`:ggirid'�6.7' e'I / . .k•. , eaMW eon o-PArrmme - �. 06 1-0 1-0 14 P' }}�''! +.mil" .'0a'fi :,s:tn`gn{''FiIF, �'�+r'I''1%'4' $l:u,b,'f1.4"q•,�y ''".,F NOTES: EXAMPLE: 6: seems - soma. a 1.rAgNt£:- , . 3 .• _-� �, m W i blurw •��� - 1.Hole locations are based on Simple Span Mists with uniform floor loads of Determine the allowable location of a G"round hole In a 14"deep joist which - -� -;' ' ._.. .... _. /:� Map ram vers 5.For with more than one span,use the longest span to determine hole q0 PSF Ilvo load and 10 or 20 PSF dead load,spans from papas 8 or B. spans 2D'. omrl Wwreuramm r s" AOI L NOTES: elfiaWas ' f fndwde A/i i location In either span. 2.A 1H"hole may he placed anywhere In the web of the Joist Enter fhe chartIn the telt column and fintl 14"loisl depth,save t°the right yMad 3 e,,,,, /r awWw 1.Hole locetlansmhaeetl op worst case of MmDla antl multlple span randflnd20'in theolsts .►�.I� °mvoi0ivr conditions wxh uniform floor loads of 40 PSF Ilve load end 10 or 20 PSF E7(AMI LE: 3.The longest side of a rectangular hole shall not exceed three-fourths the 1 pan column and move across the chid to imenect emaWe er ' . ' ' ' . Vi �h , as rt awmedetQ•drvenl g the 9"mond hale column.The nearest allowable location n either bearing eamn5arem� awe Wren mala \/� I� anal `lamaaerrWardw deed load,spans from papas 6 or B. Determine the allowable location of a 9"round hole In a 14"deep totem which allowable round hole diameter. gM ummbre Mleme ma Im+ub a aux aper \'Ira Iv tam Waaw),a tpvsa wmm sande alma AIM aamalNseem renaa - OA iW hole may be placed anywhere In the web ai the Joist has maple spans of 16'and 20'. 4.For multiple holes:The clear distance between the holes must equal or 58 or 5'4°. 0 'mII1 �� ��OttWar ma Onto autism War Inloda r w a The longest aids of ansianpuler hole shell not exceed three-fourths the Enter the chart In the left column and Md 141'Joist depth,move to the right exceed twice the diameter of the largest hole,or twice the longest side '! I amm"°"rMaemr r 4 4WMwpYW,►4 NWM 'me'm'o allowable round hole amebas and find 20'In the joist span column and move across the chart to intersect of a rectangular hole. �a mos .m�mM der 4.For muMple holes.The Gear distance between the holes must equal or the(4"round hole column.The nearest allowable location to either bearing Is • WWMdlper ma p 6-6 or 6'fi° . weed twice the dlanWMrof the largest hob,or twice the longest sure d si n rep/annular helm . -, -. ^I tLUUR DETAILS F7 BLOCKING PANELS USED FOR BRACING f8 BEVEL CUTJOIBf ^n' (I�fllaar 40117N .K CANTILEVER DETAILS ,� ar �p�vmd amenMw 4`1f a011fII'mrxa i°n"tlooaliAiYw1'� ws'rlrWb rw.dmIpuW Cl CAHIIIEYEIL UN1fENaGmCEB mamoo°po'w n:aW 1 O teionillaW• INSTALLATION NOTES NA• rmesmer.s OCANIIIEVFA,HE7NPoRGm n + rl . "� 2 101.1.0 a�Wdoms nPemdMmnammW Single . l ,ate dim ISIS R. I krWawWuaMW balm .'r Mw�'WOprnr01or sheam6ro(Option I) i, w , f�WaaNa'M� �MamylpmKtaelaw•satln � "t , Y a �I I I 7; •yh. iu onsta altogiewseilarea A. Eiueptforcullingtolength,topandbottomflangesof17117.47 ,` i '•i Waled I Beam'Iolsts shall not he cut,drllUd gr n0tchad. ,;w� �,' f 8. C0ncantratedlDedsahallontybaapplledtotheuPPersurtaca td ai j Y �' , •'' •i of the top Hang;,not susplende0 from the bottom flange. _ . ` ' a r ; Contacta-PforexcePgons.1kk„ . ,madd ..1. MMMm maiarilw"'r ;:'414404„/, .; �� C. Mylaabning resistance touPli}tormemGernotapeellicaliy _ ." rr' ' r+ 7 'r mrs•ab w�wuawara I . :..I �� _ fj ' •h�''' Y' pldr!aF14"1LrY'bf } I Yr ' - i . ; `� demlled Is sab(eCl to loser approval. * arra. Mqa 1X1ov0«W a,;w '� `� D.When nalltnp aheatQlnp to top tlan0e,follow eheathlnp • I. • ` el urNwt. Www I� I�r •cmaWmeumvml , manufacturer'snailNpmcommendaDans,hutmalnlain • r ;4••-•,•-.•,,•,"••;t4.14.1. ..')..4-4`.1.1 Iq MI ,i last I�a1Mr.Wva+dmp4 maw* : P p g - ' r.' h c'� vr i `*3` f t",I Ia�Ma` [...:tit • a acin In the ran ea shown below: II esMmrmlalmes he arlwMMemwm Miemems rs. awresagr W.rWW.Wea snmMNpWNmat ereeedeka. V' MOM Maa w ,p,flWPIW War. sows :.,11 YTmu Wil Sparing RaqulremMa mmr1Ia.ws prtare•. F9 flP SQUASH BLOCK, INFERIOR IND etaioasens , m c - - w1 'rl BLOCKING PAN IN19110R Nan wdearaW.-pm �o dn,s.a Nall Stn _ I a. �T app 4oweoawesllmw[m � 1a°°WAay.MoromrwlWw, wrMYMWrW.w00lmWdaYmawtea*pr wmon* Wm UMW*u heaplr buelaaW molWWspla•Paeale. ikeensesaerasorthhotesnleteat'daalstoso A"ma�'Wlelasam IWli'mm*1a MILI. 24" - f.t ". 4 . i Mak '2 13,41/774,.:;..77i7 wNtenes vaunt. WWnmY-0'. at Mex. i + l ib I� 4eM warrw I� rmWisrrabrr• 8d,104724 siffecr �. , IY J't a a "c�. fti` Yn EWWIa allarwrWa• • 11 I Q CAtBhlJ':VEa,RDtaORCI'ill OOUa;ERBNPom2MFNrNAWN0 mega N01E9: F 1 :.,.y r7 � a,J,�r �; a'4 , wWo rmroaao- 1T bin sBhwmMgloPdan pi) 1.Bmeormmmon mM,atrs 84104 ar12rL h lel ) re aloe srlreeampW �II� ` Vlr no°MMrmanr0.4 'r lue �'b / * lr est}' 1 . �I� a C°w a1.M �m "II wwW.u� gmgtelta �y. tabmrmdrw 0» WMwM.Mrwrp i' N°hrtllarllmm 24"aa 'r "ptl Itf 1 f �° . a+a waWsswsrnMaarm N nwrade&taw r'''i y' , Mswbawadrraae'mlwpm . 211 mom Wnan swot gala amquhatl,stun meatMmhMW ' f II a .4.i.'.4•4' r rye " Al 1 I411YW VM �+� W4•mum 4aauwwgmF opmW UWsarmampimly. , mer q.r.°�iirma : ' rtleasl>Y end emppenG • i Y ° a „ t in ' M74, 19q J^1 + 1'rt;4 -0Oo trot use n>ib lNpsrtlun120mnmpcewMn ax r' �, CI+ t aP J"^ 5 ,, c ler a 0h'' 74177'4'10 ■■ straWnpmflmpesalWnutl[Bam WIW. r ' k �:� :,1w id z17N310374: 17�{ Y,mr; �� •�p�' ,��' I ,�}'_ 4.14 gauge staples may M substituted nese labs a 5hpla6 Penetrate - - 44: - m- r " atirla e®' rl " ' tlmlal+palleast 1'. 1 rJ sty s� , `n atG g ' cel . . 0 r°k ate+, I' �a� - � r E End bearing lenll�must be at least TW.Intermediate • .yr v4. » i. f,s , ` •E'''::: }"; ' " `ii „.',c,-lot:: c� J F 1'. ^ ' ,I'.''. • r '? , Fv'� wraMrm Wer a 'i' ore I� _ rw �a11 bearings of multiple span foists shall be at least Pe ,pl. - ` arts rrw+vsa arca rammara ' 0 ' r eta rein �/ norms f } F Engineered lumbar must nol'remaln to direct contact •'. ' " . ,., , leu , ria;a 7' ,rw'-• , r (4,644,11r�y.:n r k 'r'� `'� �a • i� y q� �..7" 6� ry a / V b1 < Y� 4 d e :s IIs �d 11P , �I., t 4"'"°"el a.aalerar•wLredmew^"""•'�' "a4 'I I eanerela or masonryconstructlonantl aheli heused In d •Nc.WwIMYbIYralaarwswreYr. l I y. t .r r , X t t „ ri yIii , } a l v�•' i!r s , .v, 4�I: rrrrWar,rrarrore4MursrlmerWMWt OINK rrmm use candlllona and 1 F _ µ ry S Y Y A N 1 ill . DoueLEJOlsrcoxsmucngx a G•Wood I Beam loisls must he rastralned apaklaea r0tagon • C'tr r r "I I, ,t'i' Y k)k; y l``ai • " Y` a r, r m i I .: orf ':4111:'''‘I':' K . d ..7f,,Ia,1:49 ,1Ifd -. f inIr!k�8dfes'Y16 z 0'm ,N, .,t ,14' ® stsWWrpmearamauxin•arnowtmrMaWawnlmumemeu.MpWnarommwu. attheendsof(olsjabyusesfdmioisla,blocklnpdIOlSt, _ .. r� 4 ., I „ , : {IA r ,E f),,;'; ramose wrwa.e..auArrMrp..awAmmmowmerMW.a,nuews. orCross bdd In .TO lmemlty suPportpnglevemdlolst8, }" , ,11t^r~ 1 � t y , , g aarrmaawawvM",I blocking panels must also he Installed over supports -'I'' • raid E.1gRfd[� {Dina , 'rel 19 4fi 4.404;1‘ r f' J a1 a le s 9 ! d T to 4 ¢ , r,,, , .�.+ JON nac.Iw 7Urmmtlep' rawplaferarnq' "G4 i0101ETanEuwoe aI D6 CAMBER DROPPED bmgrt aluot aw nearest the cantilever. .. �" t It: s �+r•'t' 1 T ' . a a d^' .Ir rP G„ s'`f lel TI 14 n1k>"s 11 Um mdddlsP12,Gim UwaddaiF17afl4 muNenae ' D88000nloRanllq mWs� araro r xadbMgrwwrwn•IWmarrr .4i; bd"roN100o4wRWa` H.AddtgonallyrimJours,blocking panels or squashblooki .'..,� f,_-q�. ., -- , , •'yf„ . r ,«�•: i war ,~~ m "_- Iyer t �, „ I�'h' '_ 1 ,s � ,' ` 40 sur m.W m.W staled Mr> iers ohc aMa____elleamraWdq IW rFNIMMMsaaYwmw ,'� �', ' I, tear.miaaWBMtawaM ct' 44 ' � A ,yy' -, , L - '11'i �, I ,r9 Wd G GM r Iy,ry 1i, , Y,1j < t �I.,; t p4vxw ata must be Pmvtded under all exterior walls and imides r.; \r y'a ,. "•' " ' I w W 4 r ✓tom'""` '�' ti's :Y'47,411; o t'su : W I1W Ed+14'Wad m.Ypewod - tea sin*MonMwsvm ' aaMblaroWrmmaaW ,r� MaMWasara '''J bearing Wails to transfer loads ::above mod the Wall - + +>Iae.Mora, play; tieeRvm} ,.{r Jagm.al a r y ' ' :1 �l r<r '; , 60 14' m.Wp4mxad ad0.Wp0mad '/"' 4 .' I US W m.Wp4wmn zxlz.rpUrmm . I;; ""I,/l prloundatlanhelaW. 1 Irra_■■■ a i„t tI y„ ;,'+l a I tizi fy„., • .-,,1 • t fj -..chs 1tS ' , M ! , ?D„'7, Ik1.� �sedrn4 'Amt "e � : : , I M"r 7 9', fro r ° n, r ; f,.vin Al yv�s Prl b *ign;.� !t };� , ,f at`1`'r .". r ° i� :.: ° .I vneo nal mm Rim - ,�� , " I-„ I. plywegtl gr OSB aubllaar naflgdbthe byflange oma Ra er „ , r; '.,, sin, ., 1 ..1.}"1 4$ It , - , t ' le Rlm . 'nanoIle '',':/. ♦ �,f / WaedlBeamiD(stlsadeglnubprovldeletamieupport. , ,rr: ' h�aY; F r s `'" f•t* s�, lYr4Y1 pilar ' "i's " ,,' '10- mm mmz /' ' "r ",:, n r°..W1 z n . I w r ,r*IrI n .. ,xt kYf '� , 1I.'.' I J, The alp flanges must be kept sWght within Vtlf toe �"":.S.4rl:I t .44 X17 . , r I4r*k "(1061P a ' - c " I1+ ` e Y+i. rG ", f 'f°•IsomKOwarm'Maluraalidexoeemilme eadieloon p PJ a I� a , ^','r ,�,�11 errpporl Mak ollwbdudlpwtlagfopravan tlswpaM 1 ell nmeQl. lM4Jk. L'!a,�IQT�b • "wt ti: "w ,i jrN v� yf` J' s t Y Ne4� vn' tn'>gtq !„ r ,w t ' �s'd ,l"' aea . i ,r! \ I IC Id all details wham plywood is referenced for tetter block, • , a 1 +r , Y I'�*' t ?'moi�.1t be I sin Pl'" ,S,�Y�'` r+'„ w'"r" r"6 inti P"ti I 'I M Lean lrgep Women topoftrMacking antl hdmmel footling,: rc �s�� , - s wasaMraspt«wnlWebMrhMlMolharapm. 1 err 1111Arblsckoragganermatedal,mhdDSBshaetllingotthe i . , - ,.., s , pp, . , Mi5 "4) IMaealslW t11pa1dwand, womn mo ms rend lad naw rMMl+la"rrsta4' I* : `,�'� same ihlclmoss may be substituted. _ : - . • # <"� 3la1nLl■ I■1sta o o r I ,4 fd,r• nr- g1r4C,WIGedw11AIPtlleStpyN mwslromappeWa a� ii" . , In the �/f� /1 a , ! � , w - yr.aaldeeY ec ootids amnpdeMaaaWro `I• L marrkinggss forerspan rraatingsb determine foisonUintat 4Gn PIGce54. , - g" ' ^ ` �. /'[ . •a114' otlwr�l \� erorminelataton-ante? Kn s Pork,NewYork117 31 644. 834.' r` I 4th � ` ` F1 '� %:'e• "�'' ' - rbrbplmdlYlaWWqaaasaIdbpIrtleNra4d 11111 rsafrarMlarmM umebWWawaMree A eladbawYwesd spacing and maldmilm spans.PRI span ratings assumeI em,a„�, a7"~, , � , ; ' { e, ` • .� Whale ollakiMromr\srsaamae rrdmpMsndrWraar.WamrM arandrmMrma Fwlr mwwrbaW 40 PSFifve load(W480)alitl to PSF tlead load. - , gill:r , q r r ' J¢'q' ' r+ 1 ' 1nsmMlrYLferrmrlagaysrriaMNlmeaVraaMgam,rpma. dYWdtlnertla a'mw WrMwWnw y " le r I' lel e f ♦14 .�I.I,.a+4I, 'dy "`'Pa .Fi,, a t Dry* _ 1 ' rw '"K.h.A M � _ 9 ii- oaf ' I �= t„ dd�� I L ^ I '� r x 4 ' , _ - _ - l ' „ 6WQIi»r . "- ,A OS* .@' ®moi 51 ati, i� aate�... 1 • .� , _ y , 1 �.� 'I°I •- ,: - ., - , . . ! r" „ I _rya Alaaigll'?. 'mss .. . :, , . 1 .. _-i - _ -.r- ,_ p � , . I '• - -_ :...,k . �" y _ _ .. _ _,_ 1 „i } ..- � _ _ ,�_ - - rv ' .I . .,, . _..w..irr _ ___ - _ . �. _. _ ...`+ '.'1,. Y .1�,-Jtp&":34J„cetl'.✓,._", dl.. +` # - 34•-2" I 5" 5,e4" ie-4" e-4" Er-4" 1 B" FOUNDATION WALL l�\J 461 I . -1 1r LINE OF DECK ABOVE 'I - IT Ir LL kir) `J' T (2) 2" H I2 BEAM (D P'•X 19�BEANI r (4) 2'rXl]"9E4Mr \"I Tn IB' 10" i - ''-- Ir m'I�� `13'' P.O. BONOTUBE ON 24" X 24" X 12" P.C. FOOTING -r D / - �/ - - lD� in IC m E3 IT_4" • - in ' ry 39'-I I" 9 sz Q • 556"' 0 w le lo" P.C.. HIUNDATON WALL V m1F i A . W a . 0 U m 5 ❑ a•-2'• B'6" b O O I X p A-6 _ METAL WINnOW WELL " n Step footing eel nec y U \ 25 deg. max. elope Deo f • -__ "j, O o °v. D - --�� ° QI _ I ',NJ m n �__� - - T X 10" LAG BOLTED NAILER 0 I/ 2811 --- - --- - - - - - 6,, -- - --- u; v J• p LI_ 1 I____ • t. `I — v . - v Se v - - De o n De- n De`v De•O v u v °- •De h„ .y v •De O v p. .D.,O P. ._ v "�—D< ' - v . ° D., �.v D. m \ " a e� • o • • " _ De .v I D, m O Il'-0•' I a U',_; a ` e 9 B 10 _ - — LI PER NEW T ORK X" GYP BOARD ON CEILINif d =Le a RISERS m " ' p o i. STATE CODE • °- m o - - -- D HAUNCH FOOTING °•Q In - RI3 BATT IN5l1LATION IN Lip e —�6 °- -— = 1 II '^ ° (3) 3l4' x II l/B' MOROLAM _ 1W �OGELL14R " i __- L - . nD5 e o _- i 11'-IYR± 1 •�e, _IIIII Q BE•M (3) 13/4" XII 1/e MICROLAM BE M O mN _ © o In v O m • TYPICAL BEAM -OCKE • 4 • 4 P.O. SLAB W/ 6 X 6 X IO GA WWM _ r II - N, y/D • U • 9b" CEILING HT. YBEAM ROCKET TO BE 6" WIDE MINIMUD7 •• NOTES TYPICAL B _LLL I r, e• AND e" IN DEPTH •ROM OP OF WALL - 3 1/2• ETEEL LALLY COLUMN O• � d r. _ d • 3 -LL - o° •c 24' x 24" x 12" P G. FOOTING \ T'l" -Q" 56'• 5.-e. I'�n a 4• I" 5'3" 5•-4" 5-4 W T• I" 5• O L_ °� u NOTE: e in V •°v p m j INSULATE BT•IRWELL TO , FIRST FLOC- AND DOOR ABOVE ' / III ' • 5I r 5 �" I /3) 13/4" XII T/B" MII"RO-AM BEA _ 4 " _ Lower to- tit 1 1i • `` of fo ndatlon wall D u --_ __ - - '•-- '• -O /4" XII T/B" tilt-CLAM BEAM "0; -- - - - to allow F•r gara�•e doors `10 gu a • -- --i (3) 13/4" X II T S" MICRQLAM BEAM --i -- *� ,•1 �, ----- ' e 3•-10" - V m a I -- - + 1 ii - TI - fir—, �' D m pev do ° Q u m u \ v - 3 m d a N p NOTES, TTPIOA a 3 • TYPICAL BEAM POCKET_ 3 I/2" STEEL LA LY COLUMN 0, 11l AND e" IN D SOCKET TO SE 6" WIDE MINIMUM /'"' W 24" x 24• x 12" -.C. FOOTING C-j BEAM m O T I ❑ a - " IN DEPTH FROM TOP OF WALL b —(1, _ ~ – m - ro m a Ill ❑ ❑ m J ro m e 22 72 I ? 4 0 ° ii p UNEXG.AVATED - • •De o-4 _ - e o• - - 're o _ - 1.5 = 2 u - w 0 6" COMPACTED GRANULAR FILL D` • <9 in 0 4 99 an 3 ryry LL n. 4 N � 3 R . • m D • d I P b a• 3 1'-5" Y-5' 10" 13•-10" 1V-21L 22' 51 H �Ib" l ' -a D P P . r/ ' ----'- e�� . xII III/6"„awn _____ ..o Pa• ° o , o . - eI. .v l3,. xuva svL - ! - - <I.• _ _v vl D I,__ o. I. D• � 14'-10" • ( Iva •H° — m _ -. 79 •_� •` —_ e.D� m Rx D .o :ao • r / Nm a2.-e v - 10 P.G. FOUNDATION WALL ° 2 Do° 6 18-0 _� �. '-�10" P.G. FOUNDATION WALL ° '2' " v ° 9=10",<- e° 2-8 a f vA3 „ • _ d d • DROP TOP OF FOUNDATION WALI�� ., o�� {— Q _ _ - _' _ — Q4 Q _ • ral'c °a-,-___° 1 °' / _ D�° A L I FLAN -A-3 - -- --_ -- - e - --- Q _ \_ -STEP FOOTING AS NECY FOUNDATION FL ` I . . +-• I 9}1 25 DEG, MAX. SLOPE • 114" = II-On SLOPE TOP OF FOUNDATIO 5D 2 4 10 ALLOW FOR STEPS .4 + I SLOPE TOP OF FOUNDATJ TO ALLOW FOR STEPS I. l6' 6" 14' e" -el wed - 14'43" l0' e" 23' 9" 50'-3" NOTE BRIAN A. RAPP Architect's Seal Revisions PROVIDE SINGLE STATION SMOKE DETECTING ALARM - - / R.A. ARCHITECT, P.C. DEVICE A5 PER NEW YORK STATE BUILDING CODE4 Nan Place ��\ Kings Park, New York 11154 (1631 J 544-6340 OCT n.coos ALL RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR if I 1 Date Originally Completed MUST BE ABLE t0 WITHSTAND A LATERAL IMPACT AT THE TOP ) NEW HOME FOR MATNESON EQUIVALENT 10 4 MINIMUM LINEAR LOAD OF 50 POUNDS PER FOOT. �e'e / OCT 29, 2004 ' - ,, -7-- LOT BAYVIEW CLUB Job Number .- - NOTE: 5 1/2" MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER SOUTHOLD, NEW YORK 04-036 r1 II l/8" IN DEPTH. FURR OUT RECEIVING WALL IF NEC kr.. ,J Sheet Number i�� �I_ ." A -1id 3O9D-1) 34'_2" 41-2" IO'-O" 5-10" E-5" E-5" 3'S" 3.-5" 3.-5" 3.-5" 3' S" 3.-5" 5-0" X 6'-0" -GREENS 3'-0" X 6'-0" -GREENS 3'-0" X 6'-O" -GREENS Lai L 1 Lit NdII Lit IiiiAU (2) 2" X e" HDR (2) 2" X 8" HDR (2) 2" X B" HDR - Q 44/01M1- 3046 304- SCREEN PORCH - v 1 EGRE-S EGR SS 1 Q • VAULTED CEILING I-1 I I • 540 SQ. FEET (3) 2" X B" IJD- (3) 2„ X 8 HDR 33' 4” -- �- - T n o - Q 4'-4" 3' IO' S6' 4.-6" 10'3" 0,I 6' l" ._ 6'-3h" a'-e" 14'-6" v II un L Q Q m V Q �I 0 0 1W -8" n O --P.C. STOOP I\ X , _ x, 8 I/2" x 13" TO - RNACE FLUE \ --4" FIRE BRICK \ e - ' UD •LL6 W/ "19 BATTSI 7 6" MASTER BEDROO \1 kt ��1\ II m SOLID BLOCKING/ Q w0 D T 3411 Q � gt =-= DHT 3411 AN 6�� u 3 52 .I Ij-0�I 3452 Pilaw,. SIl - / "°32 ARITa 9%O BROKE TEC TOR eD VI 1 1 i 1 �- i� \ - ,' " I'- cel 1- 1�'_ 6el 1 (2) 2 X 10 _ FIR=GLASS 8 „ ( "Ih1 = SILL ELEV. l'-4" - -��' -Ill-2" Il J Sal 6-UP TO -.NOS ROOM iI � �i'11'-l0" �� _--15I HEARTH tt ��f 1 \ FIREGL4 TOT HCR OPTIONAL m � , -DIRECT VENT GAS FIREPLACE \I (2) 2" p p CODE 4' BRICK VENEER m o \ -6 TO CODE \ DINETTE — <I CHEN ANTRY _ Imp/ _ -5' 4" a 6'-s' 6" - FAMILY ROOM 0 m _ 0 "" � m- 3 � E X" G . BD. ON WALLS II" UP RISE- �' ry 9 \� Y = • 6 1.' m m 3 ° • g 6 on m LL6 B' 6' 4' d'2" Q o) B : Q a COMMON TO RESIDENCE W • N e • \ LI !NG SPACE p W.I. CLOSET: 9 W.I• C • m 0 1.a 1- 2 • e'°� A F SMOKE m R° a e, - m °c�RARCE,PREFAB FIREPLACE X x Neu TRIPLE Nm a e� - 4 1 1 IP ' 3 ,.T_,flR��e6 3 CAR GARAGE =' _,C,'' m ,< Q oAoa ..-cm Isom— . 1 ,^ , e'i, 1__ __ 4e,3 SQ. FT. a E __ ig7 e (D 3/4" XII l/B' UPSET HDR (DTX 11" HDR I i I II Ina 0 ____ _ MECCAS "ry , 10„,_ - III } \ -- ---- r EARING WALL - - ' _ - - it - MASTER BATH o W, 1 9'-O" CEILING NT. THIS ARE 4 G - O pF' LAUNDRY 'COM ia N N \* _40•011• 2 • • PROVIDE OVERFLO DRAIN FOR WASHING MACHINE 0▪ a (V 3 4" XII l/B" MIGROL• F 9 • VENT DRYER To .tERIaR s �\ m DININ CEILINGROOM B i m 4 o �iili�l o 4 4 9 O 4 to LIVING ROOM6,,,,, 5'-0.. ro N I. _ - m�� rywry 6 / __ t- u �H�� /W.I. 6016'Ea cs o I6" DEPTH X z (3 2 X IO HDR W d m i \ • r U HI j1 a a • III 1 —� ml• 14'2" _ I� - ETAS D DESIGNED BY OTHER O�9 4 2" m W 3'-4'" ? l O a- m - 1�1�1-1 _ -1 lin • • -N Id 0 6345 W 22'_gi, I� ma m iklII 9 3 m - _ II 3 s v I I _ 9'-2" B'-1o^ I 1 PO DER// - I `j I I EE s 3'116" 6._ -' 1e'_o" m - 1 : 1 1016' 3'-B" I 1 I I o3'-116" 6'-101.6' 3' %1 - 2 6'. 10' 6" 2842 J O°O Q i NISI p 30+2 3052 3052 3. 2 COVERED P1i'R H x X Ht 3.11 ABOVE -2' Qc - DHt 011 A60 E DHT 3011 ABOVE - - - - v Q D T 011 ABOVE - 2 ry m 17-0" PL HEIGHT THIS IWALL 1 1 - 10 °�_•"-• al Pure°R Q 6 - - --- - rm v z'° SEAM x l2"1 1(21 2" x l2" 14" DIAM WOOD COLUMNS, -. ■ 4 N- ■ (•) 2" 1 /fa W/ -" P.T. BASE AND GAPITa N ry V X 8' COL MN _ 1■ X12'-O" -'LATE HEIGHT THI- WALL 062 30-2 ■ o1 1 b `�--- / / 1I-6" 1. 6" \ '- 4'436" 6'-IOtt 3'-5' 3' II - . 1-3'' l- . 3'-116° 6'-101.6" 4'-2" l'-l" y' -II" 9'-II" 6' " 14'-6" 10' B" 23.-5" FIRST FLOOR PLAN 2,616 5Q• FT, TOTAL 1/4" • '-0" ( 660 SQ FEET - NEW MASTER BEDROOM SUITE ) BRIAN A. RAPP, R.A. ARGI-HTECT, P.G. Architect's Seal Revisions 4 Nan Place . _� °`�7A/� ^�� Kings Park, New York. 11154 ( 631 ) 544-6340 q Zt ./IN /. I (( Date Orlelnelly Completed ,�" NOTE 5 1/2" MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER NEW HOME FOR MATHESON r /<kT 1 ,'S0 I% OCT 29, 2004 II 1/8" IN DEPTH, FURR OUT RECEIVING WALL IF NECY. �� ,' '- �I,;r N I-� LOT 6 BAYVIEW CLUB Job Number I,,- , lk , , k, h� SOUTHOLD, NEW YORK 04-036 , ' I N' 1 Sheet Number A — 2 ... 9'-2K" ..J... I4' SK" I8-1115" ` BO'3" l lK 5 f 3 2 4'-s" .. / / -___ 7" - -_: —ROOF BELOW ---_' / A� LAUNDRY ROOM • PROVIDE OVERFLOW DRAIN eENEAfl WMNIVG MACHINE \J l- - 7 � \\ CTC 2 / /; 191._ -_ 3046 - 3 2B42� 304E - 2 ]042 - - - G 25 9046 34�s \ T- , I I I . I I 1 Ieereel II \ "r21 3/4" X 1/2" 6'-4" !3J :" X e" / - '/ (1) 1 3/ " XII Wu MICROLAM HDR (3) 2" X e' ' 3 VL HDR - -14..- (3) 2' X 10" /31 2 X B II I 1 // 3'-0' lj\ 2'-0' 1-II" 16'- / / �� %111111 t00I 4 BEDROOM " 4 l 4 .. I p z o Ea C - - _ - a • o / _ m P / T._se"OAK PALLING m -\ o-,' 4 J r a O M III 22� - O , `e" - • Y BEDRO .I _ '07 a ----- X Lei - L.-2� �i calW ril n_ __ 4 p m, o D CT� . DKENOTE: p 1 ` D®R i \ -0" // m o„ a e� I \' e DETECTOR® / q-- ---NG z' 2" RIDGE ABOVE APPLY SOLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS > IL L \ OR I—IEADRS 'in ECTOOR -Cii BONUS ROOM I N 6'-1" 6'43" 6'-11" 2'-.%11 le-8" y 10'-8" m _ '�` / . B'-�J" CEILING HEIGHT CLOSET CLOSETill mLPL.E urvm FLUE Freon aELau _ X m. ■ „oaI m • / n o all PURI VT IN W.I. CLOSET " cr' III \_J Q v V. m I t ,-/-:. m T 4" CD.wN RISERS ��- 6 I 9'-10" II ills., • ��— 3-I�i"x 12" EKING do e • I6�" O.G. ¢ 21t cFJLlrvu .lo BTe awe o.c w TOEACHADJO NO NGROOFRAF ER2 N5 BOLTS`b. 4' E� PLAY AREA • OAKr co RAILING—� ,� v „a.E I I ' ' BATHROOM.,FAN o d a --- en o I a - BEDROOM •3 \ DErECCTOR �y Amy o e„. _E '' — 3 ELEV. II'-0” W = 0 6'-0" PLATE HEIGHT 1 Q W a 0 -a4' •• 10'-2" B m W t7 m 9" 14'4" 0 15h" m 14'-2" : X Q a - . mlIT to Q I ___ — ry m m F mrI 4 4.cr o IX rc \ 0 10'-8" —Line of .half BEDROOM "2 ,bald ELEV. II'-0" \ Hay- lobplate ht." A---""----------'----' / , T i ,' BEAM-BY OTHERS - UPSET 11 'I E' S 3 rv= ry 2" x B" - ry a" , B" ry 2" x e' I I I I 2'-4" 10'_10" 2'-4" I I I `"r '.oy m 3046 304630.6 Q 3046- 0 i� 3 3 I I5 d,' Q 4t" Q SE F06 m 2' 8' Roof rafter.. 6 O. w 2" X 8" CEILIN U f------- Jil i11 1 1 1 0 ' TAA ... --- 14" DIAMETER WOW COLUMN W/P.T 16" BASE - Efe ABOVE / O c 4/ Q A-5 4' 146' 10" 3' 0" r„, , 4.) 8' 3" 8'3" 3' e" 614'-B' 4'-2" g" 16'-6" l0'-B" 23'-9" - BO'-3" SECOND FLOOR FLAN_ 2,401 60. FT. - - - I/4" = 1'-0" BRIAN A. RAPD, R.A. ARCHITECT, P.C. Architect's Seal Revision. 4 Nan Place ' � -' OCT 12.'005 Kings Park, New York 11154 ( 631 ) 544-6340 1/ Date Originally Completed / 2 /) NEW HOME FOR MATHESON OCT 29, 2004 ` LC ,II, LOT 6 BAYVIEW CLUB Job Number SOUTHOLD, NEW YORK 04-036 { NN Sheet Number / J A - 3 34I-2" IIS _ - .� a'-4" _ -- 4 - r_-- - -- 8�-4�� 5 E�I r v- } 1 (2) 2' X 12" BEAM - -- 6 - LINE OF DECK ABOVE - - -- ___- __ _ _ r r BEAM J r (2) ]" x l2' BEA '- B" FOUNDATION WALL �_ T ll r i / ~ I = 2 P.G. 60NO7UBE ON 24" X 24" X 12" P.G. FOOTING I -I r -. m U. p v FI ' . - I 4f 'i w R O m Q 1U n' Q Il' 4Ip: ° S W IJ In -S p� _ _.— --_ _ - __n�- - _ _- _ - i Y psi n 10" P.G. FOUNDATION WALL U �lI 'I'IA i _m 'e ° __,...7,71011 U n' 11 //M m TSI m -FAa '_— - _ X S 1A6 �_ = METAL WINDOW WELL °' \` • Step rooting as neey W III - ° --- \ ° 25 deg, max. elope ° "Iv V 12.19 BATT INSULATION IN PERIMETER WALLS o U I w m ° ' ° D 0 - I 2" X 10" LAy�QLTED NAILER d. p _ -'I u / I a.L.-- 2 v __ - __- e. v• o' n • v• • _De n •De vav • �o - a •De v•G pe n• .pe1.v�• po n• •Deo. a �o n• •Deo �_ �: ' D�"v�. - : C• •De v-a d= ' •De • A�o I -,De le ' 111.2,r I De -In > j� •a I Ildd 'De' eoQ o' •De. e �±e Dn' v _ _ n .• e e . ' e - - 1 I' ____ _ - •{ ( t1ay Up coLL . SLe.e 55 RISERS a , ki°' r RI3 BATT INSULATION IN WALL m - LINE OF 5/B" TYPE oX" GYP BOARD ON CEILING - n n HAUNCH FOOTING • D° �4 X GZE ROOM AT CODE - - E ERK STATE ROPOacD NEW YOR -- P - rA5 PER _ o. 'a STORAGE mAGE _ __ 9' . v ,�-ILI'-# o � C7 � .— _ -k D, r1 p n _ —__ _ - - - - IBn- o OO UNFINISHED MECHANICAL ROOM 6.-0" STOR 3 m T # I . . - 5. e • •c 4° ✓B" MIGROLAM BEAM ° - - - -- � - _--0 - -' - ------. __ 0 - RL_ : 9' P.C. SLAB W/ 6" X6" x I0 GA WWM = -. - - W. _I (3J 1 3A X II T �� e �'I Sl IL• - n- -� . ___--Ia - 4 P O" CEILING HT. ° AND I AL BEAFaI OOKEI y/D B � �- d en • TYPIC `� u <� IN DEPTH ROM -10P OF WAL� ryry � o BEAM I N o D-0. I r.e" ® _ D I SOCKET TO BE 6' WIDE MINIMU ' ---i m F LL ii �y la II II '-0 \l I r e0 a ro 13 Lower top orf undmlon well c , to allow rar ger ge doom ° _ - m 1 - __ _ BEAM e m I m r- f3J I3/4" X II _____ BEAM 13/#" k ll 'IB" MIS _ a - e d�• u.1 N N° FIALLWAY I - ° u Ili 0 - - _ -'1 3' 10" I I11 11 TA g � �. - w m 11 (3) 13/4" k - T/e" MICRO M BEA v K U AMB -- I � 'dRO EA 3 , -Ii'LL \ ' ' ' - -- PROPOSED WINE CELLAR VB MI GO L , o -mer— — - bib w Ot .0 - 3 "r m °' PROPOSED BILLIARD ROOM _ '1. g J ollO p P w - .. .- UNEXGAVATEGI > v- 0 _7 r w a p - 66 COMPACTED GRANJLAR FILL CI L- - . � ' , , - •D" � - - D� n . co ta L' MEDIA AREA oP >a - ___ . -' . e ___ . . e - v - INISHED STORAGE % = - 1NF Li M oLL w it.": ' 0 P \ D� _. 20 5 ir m II' 2" < ? 3 N , r T — - - , n .4 D ""--- i v_ �o _ n o0 .v . d a ' e Le113M'%II VB"LVL BEAM Q Im 13P'rtullE' LVLBAM ,i•: - ,'d de', ml F' ---. oR e `1Cao"' o a o°a .. e� eo • .v Do• �1P< -s "< 7 4 0 m D' \ - ' T. • D '.O o°a o Q va va o • < - \--.IO" P.C. FOUNDATION WAIL,'Dq / —10" P.G. FOUNDATION WALL c o2-4" oe-O o2D 1 ' e" < '--- v — N -- _ D- a\D t - - _ - ^- __ -oaa °° vale ov QV _ o°ao °�Q- =o oa - ➢- 1 O TOP OF FOUNDATION WALI�.� , _ _ - _- I pR P CPU1�ID�,TION fi�L�1�1 e° =o - _ I_ �� Q pn 4 -STEP FOOTING A5 PIEG'Y 1/4" = ILO" aLe-s-- e 25 DEG. MAX. SLOPE - o a Q T e i SLOPE TOP OF FOUNDATIO. - ✓ _ _ 4 �I I TO ALLOW FOR 5TEP6 n L---� <` -- - -- - /�-- '\� ai Ire I. L. I;'i SLOPE TOP OF FOUNDAi10N TO ALLOW FOR STEPS 115 23 6 14' 6" 16' 6" - - - - - _ - - - -- - - _-- -- - - - - ---- _ - NOTE L'I -----_ ---- - • PROVIDESINGLE STATION SMOKE D LDNG ALARM DEVICE A5 PER NEW YORK STATE BUILDING CODE BRIAN ARAPP, R.A, ARCI-IITECT, P.G. Architebi'A:6e'aI " , Revisions ' -- - 4 Nan Place ,1' Kings Park, New York IIT54 ( 631 ) 544-6340 ALL RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR II/1/ 1005 Pete Originally Completed 11'11 " _ NOVIMEEt FOES MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP I^\ / ! NEW NOME FOR McM HOMES INC, OCT 29, 2004 FEB la.goes -- EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50 FOUNDS PER FOOT. I\ LOT 6 fDRESERVE ESTATES g BAYVIEW 0JON4 Number036 NOTE: 5 I/2" MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER ` SOUTNOLD, NEW YORK Vie...- � II l/S" IN DEPTH. FURS OUT RECEIVING WALL IF NEGY. ,� Sheet Number ,i /I A 1 ' ar 2" r -2 i8' O" 34'41 4' " Id O" - 3-10" _ 3'-5" _ 3' 5" - 7-5" - 7-5" 3' 5n 35" j 5"-0 _ 31-5" _ 3' S" 3'S" a. 4T 0" 2852 242 2q52 2./52 2052 2e 52 2552 2852 285' —_—V �r -.. H / 1 (2) 2" X 8" DR (2) 2" X B" HDR (2) 2" X - - 0 4.4 m 41ryIN V 3046 _ 3046 113 SEASON ROOM" EGRESS QI EGRESS -- 4' 3_ , 0 • VAULTED CEILING 1 1 I t • 540 5Q, FEET 33'-4"2" _ q (3) X 6" HD I2 (3) 2" X 8" HDR N 41-4" 3'-10" 545n 4'-6" 4141"l0'-3' Q m a" 6'T" 9' Ilh" 6'- h" 9' e' 1'I - w 3 - 14� 6�� I 1m MASTER BEDROOM 9 m 0 Iii 0 0 K U 0 IT' e' 0 - _ — -P.°. STOOP X y N m 8 1/2" x IS' TO FURNACE FLUE - ry = tt �4" FIRE BRICK 'n u m 117/ Q = <2" X 6" ETUD WALLS W/ -19 BATTro H O -a nAN 41 SOLID BLOCKINGP 253417 0 \ DHT 3417 AN 610 -� 0235 yHakeT 3"52 ryRR\ 3452 FWG 60 611= II fil( ' ,oa\ ® ft ' Ih m 1� - ryyI .r (3) 13/4" x II T/B'�DR r. V GFI li � X 10" �TrSILIMINIMIff I ' 1 Irlill A L ELEV ��� 2 DETECTOR t __ u �FIREGLA55 2 - - - - \ - _ to STORAGE AREAry \I/ y` 2-18" HEARTH Ie F- cows s Rl.re T_3" II'-10" \\ 7 X --DIRECT VENT GAS FIREPLACE V (2) 2" X 12" HDR OPTIONAL p �- ( \ */ FIREGLVEARASBTO TO CODE 4" a" BRICK VENEERI -.!./.4 __L- N C\, DINETTE KITCHEN _ PANTRY - "T�'N='L DR- Vi v 46 II H /� - — T - -- - - _.— U TYPE • } „ry S i u AND m 8" 6' S" 4" _-4 2 2-6" � ° �, W m_ - ~ - 5/B' "X" GTP. BD.ON WALLS Da 0 w - . 4 2 ° _ _ FAMILY ROOM to —Li_ m CEILING COMMON TO RESIDENCE K m Q th a — L^ - LIVING SPACE p i o x W.I. CLOSEtT c I9 m ° m I \ J i c I g NICROLAM et.f o v IPI a o.E rn aoI - N 4 ^I DE cTDR _ 4 CD m — 0 _ 0 9 [ 5,E-' INeuL O..R 3 CA GARAGE m T N Ne'Two SIDED Oae sea CLEARANCE PREFAB FIREPLACE 1 't •e a' \r 149,3 Q. FT _ elIII TRIPLE LINED riErAL RYE FIFEGL469 ' _ m S (2) 3/4" x II 1/5" ❑PSEt HDR (1) ]" X 12" HDR -wau OVEN! O - oeRn*a 1, B„� - -31-4” ---- - --- --- ---- 0 _ - —_ _ w 3'-4" 2' O" I MASTER BATH I) s • • v - SEARING WALL A GFI LAUNDRY ROOM Pi Ex \ m ,^P ��npEGLAee CER TILE FLOOR LL' \ \ _ PROVIDE OVERFLOW DRAIN FOR WASH)1G MACHINE EL F \ • VENT DRYER To EXTERIOR - J o m \� Fav " \\A \�\ V -,,... ..- \ �� �(I) 1�4" XII 1/e" MICROL - W O 1 1 \ \ \ \ o ® ? DINING ROOM ° ° 4 9' 0" LIVING ROOM \ \ � �'W.I. 80 SERIES 0 16" DE =rail:" 4" S 4 4�6" _ — p •DROPPm Teti CEILING - m 6• ``( 016" oc � ' / X x / \ m \ 4 I 6 11 1 1 ' ' m m 5' °u Q 4 42 I (3) 2" X 10' HDR y 1 W th d Q -\ �% IT = in o GI `-STAIR DESIGNED BY OTHER I I u� 9 �j 3L4" 2\ -I O° - - I'-- 1 0 0345 0 I1 K d 0 a m m \ la'-2.. � I 15-6^ ro b 1a'-2.. _ 3 1 B'-lo^ at 9'11 3' POWDER g[ _ _ 1 n1� lilt 0 13 1e'-o" • o II 0 r Y-u° = 2842 _1 71 0 _ in 3' ltb" 6'-1015" 3'-B" m -9-- 2-7/6" (2) 6' IDIS° 2 06 'cue." r , 3-B 1 Y = ro 4" 2'Ox OVERED Pg'R H IP l DHT03 21T ABOVE - 3052 BO'i I' 2 v P� pH52301T A _ '. , m Q DH2J 3017 A f y DHT 70 6 O 1 N 2) 2 1 1r ry \ 1 3 T3,z u id'eEAn j ABOVE ROVErir ----m- - _ ry ro I2'-O" PL TE HEIGHT THIS WALL ry _ vaI \ W/ 6" P.T. 545E AND OAPITO 0 S �L B" x 6" COLUMN -- 5E 1 14' DIAM WOOD COLUMNS - Xla A-6 (2) Y' s 12" (2) 2" x 12n 12-O PLATE HEIGHT THIT WALL EN ,� 3062 301,2 1 (�� _ �� r 6" I'6" 6'-IO11," 31-811 !Lc' 1'-3" l' 3" -1---1-' -O 3--M 6' IOW" 4'-0" l'-l" 3'-7 tb=1P' -• 4 4- 1D'-10 2-II" 14'-8i" 16, 6" 14-8 IO-an 24E0' - — F ►t �� SCJBI'-2' FIRST FLOOR FLAN 2,921 SQ. FT. TOTAL 1/4" " I'-o" -. - P.C./ 660 SO FEET - NEW MASTER BEDROOM SUITE ) BRIAN A. RAPP, R.& ARGNITECT, CArchitect's Seal Revisions 4 Nan Place 1, Kings Park, New York. 11154 (' est ) 544-6340 9/20/05 / I Pats Originally Completed + OCT e,7005 11 NEW HOME FOR McM HOMES INC. OCT 29, 2004 rEe 14.2006 _ `I TeeNOV I1,4.7OO NOTE: 5 I/2" MINIMUM BEARING FOR ALL LAMINATED BEAMS OVER \ '— 6 B I LOT �o PRESERVE ESTATES AYV EW Job Number 1/ II 8" IN DEPTH. FURS OUT RECEIVING WALL IF NECY. \ SOUTHOLD, NEW YORK 04-036 ,. x, ,.) F .., Sheet Number / N L p / A - 2 II - ' I1 - __ r ` LAUNDRY ROOM - - — _ __ I • VENT PROVIDEDRYER TO EXTERIOR+ V / - • OVERXO BELEn1u Wn]HNG MACHINE - 035 � !!r\\\ CTC 2 \ I I �� [0.17 - - % 10 __sols-- / \ Q (3J 7 X 10 30# 046 ,' % irD I33040 / . lD 13/41. 1 � , i �� -� 1 4 X 1141/6' I'D' 4844 - % /]' LVL HDR (3) ]" X s'' r3J ]° X�" �� MIOROLAM HDR 0=10 700" �� 10' ���� '� �N Il'_h -0, ,„V ------1 / / _ / 6- 8-3 ort 0 f _— - -- - - \ I O \ - BED IIOOM I \ --- �i M �I " q E BEDROOM 4 -0' - - BEDROOM " m 22- MASTER BEDROOM "2 -p I�, _� _ W m L L -�----� -11 III TREY CEILING OP TO e' O" a' rvo DETECTOR o Q �o- TE m w F m eno<E a TIC[?[[ / / �� - BATHROOM _ 2 0 // I IY SMOKE DETECTOR CB NOTE: EMCEE DETECTOR , APPLY SOLID FIRE BLOCKING AT ALL INTERIOR SEARING WALLS - N ..,2'-0" OR HEADERS O 11 r X 12" RIDGE ABOVE N 3'b" IS R ,RAIU r o - -_ - - _" _- _ _ - - - - - - -- _.-- - '-- 9 4 'a alv TATTLE LINO rwE man©=I rw a BATHROOM DETECTOR S 'I' • /'R'=Toe 4 mi DRECT00F R f rs I P EFAV GA]G CAE FIREPLACE _ _ El OOF R4Fr E DIRECT VENTING - r a C. I x R IX %— ( �7 ,/ C_ INC — X 10" ET • -- z" x 1z' x c / NOTE- la R Efz6 re ARER9 EACH CEILING JOIST BOLTED WITH (P) I/2" BOLTS NII - - JOISTS a le' 0,C 2'' EI 0 Jalsrs a I6" o C. TO EACH ADJOINING ROOF RAFTER IN SPLAY AREA in +i.. N %V DON l RISERS 131-e." 3 6 „5 I r� _ 4-O._- sa^ 1 w 4'-3 W.I. CLOG I rn c______,_ ., sr 0 - - \ ,% O.x R.IL�NG— BATHROOM 3 _ 1/1 — th a • r� r / e eo _� 3 -- - - — - - �� i I ' d WALK IN CLOSET CB 0 4 9iF -�.---- 4 0 m 18ALK IN CLOSET 0 N ks In Q !BEDROOM *3 1;,"" -- - _ w DETECTORSMOKE X5/ m 5 1 F ,n • „ Permit Number Y O R t1ry3 _9 ry0 'A Y F pF BEDRoa_M "2 o % RESckack Compliance Certificate Checked o Dale 7Llne or shelf below ELEy II \ �� ` [Py K \ M * Ig�p, New York State Energy Conservation Construction Code RES c/mckSoftware Version 3 6 Release I Data filename, C'iProgram Files\Check\REScheck\Matheson LOT 6 cellar Tek 4 (2) 2” x B" f2J ]' 0' BEAM BY OTHERS - UPSET f2J 2 3046 CV 2 304 R Q 40 PROJECT TITLE:New home for (1/,,F k EI r r r x r - z-4 - - 1o'=1a" _ 2'-4"_- I r t r Q MASTER BATHROOM ao 3046 3046 n �-.. 6 3 3 COUNTY Suffolk I'-0' I'-0" - - - / - T STATE New York z HDU' 5750 T, 1 1 — _-- _ I A-5 2 i" Wx o-MAuen Q _— 3 C ic�-- try N CONSTRUCTION TYPE''Detached I or 2 Family 306 Q 'd r m HEATING CYPE.Non-Electric a 4'-I o�d WINDOW/WALLRATIO:0.02 -- 2" % 8" Roof rafterem 16" QO. - - Ca 2" %8" CEILING JOISTS • j DATE.02/13/06' rI ou,.-__ R--,.,_— w -,— DATE OF PLANS February 14,2006 le DIAMETER WOOD COLUMN W/P.T 16" BASE- D EIS ABOVE �c'u� 7 PROJECT DESCRIPTION l /9O-(/' /"" ' �) ) '%\47..", Lot Mike Matheson -- - - - - - - North Bayview Southold,New York DESIGN ERICONTRACTOR Haan A Rapp,Architect,P.0 4 Nan Place Kings Park,New York 11754 SECOND FLOORS PLAN COMPLIANCE Passes Maximum U.4=318 2,118 SO. FT. I/4" = 1'-0" Your Home UA=201 36 8%Better Than Code (UA) Gross Glazing Area or Cavity Cont or Door Perimeter R-Valu9 g-Value U-Factor ,LS Ceiling l That Ceiling or Scissor Truss 2758 30.0 0.0 97 Wall I. Wood Frame, 16"oc. 1890 300 0.0 91 Window 1:Vinyl Frame:Double Pane 30 0.3W 9 Door I' Glass 11 0340 4 COMPLIANCE S I'ATEMENT: 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 hauc been designed to meet the New York State Energy Conservation Constrrcbon Code requirements. When a Registered Design Professional hav,stamped signed this page,they are attesli g that to the best of his/her knowledge,belief,and BRIAN A. RAPP, R.A. ARCHITECT, P.C. Architect's-Seal Revisions 4 Nen Place Kings Perk, New York 11154 ( 631 ) 544-6340 _ Data Or191nally Completed ' , OCT20 ( ,i ) NEW HOME FOR McM HOMES INC. 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