Loading...
HomeMy WebLinkAbout31269-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32208 Date: 02/20/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1295 CARDINAL DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 6 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 12, 2005 pursuant to which Building Permit No. 31269-Z dated 12. 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES & LISA A BAGLIVI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 1173549 02/12/07 01/08/06 CUTCHOGUE EAST PLUMBING uthorized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ✓q This application must be filled in by typewriter or ink and submitted to the Building Department with the ol,?W' A For new budding or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). " 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and 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 I - 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, Cotmnercial $15.00 New Construction: Date. j Old or Pre-existing Building: ✓e.(check one) Location of Property:2 `l s C64 < -1 l vie, � P t i v C /L>a ( f I I L i r I(- _ Ouse No. Street Hannl et Owner or Owners of Property: _ -') aIVIeCS Ilv k v Suffolk County Tai Map No 1000, Section S Block _Lot4f I (-A Subdivision _ a Filed M --- — p'_Lot: Permit No. -Cj- Datc of Permit. Applicant:_ LI'xt t3Ct e"' l l y 1 Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ C 0't Final Certificate: (check one) / �Cppl' t Sature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 M� yj CERTIFIES THAT Upon the application of upon premises owned by STENGEL PAUL P.O. BOX 915 WATER MILL, NY 11976, Located at 1295 CARDINAL DR MATTITUCK, NY 11952 Application Number: 1173549 Section: Block: Lot: JAMES BAGLIVI 1295 CARDINAL DR MATTITUCK, NY 11952 Certificate Number: Building Permit: -3L-�(C`i 1173549 BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Second Floor, 2nd fl + garage, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th Day of February, 2007. Name OTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 3 0 Smoke Wiring and Devices Outlet 26 0 Fixture Fixture 26 0 Incandescent Outlet 35 0 General Purpose Receptacle 20 0 General Purpose Switch 23 0 General Purpose Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer Paddle Fan 2 0 Receptacle 2 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by STENGEL PAUL P.O. BOX 915 WATER MILL, NY 11976, Located at 1295 CARDINAL DR MATTITUCK, NY 11952 Application Number: 1173549 Section: Block: Lot: JAMES BAGLIVI 1295 CARDINAL DR MATTITUCK, NY 11952 Certificate Number: Building Permit: 1173549 BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Second Floor, 2nd 11 + garage, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th Day of February, 2007. Name OTY Rate Rating Circuit Type sea! 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P. O. Box 1179 Southold, New Yon( 11971 Fax (516) 765.1823 Telephone (516) 765-1602 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: D Building Permit No.� Owner; JCtI�rS 7 L ISCi 1 �Cic �� V' (please rant) Plumber; •JaGK G;5ftil 1 (please print) �J I certify that the solder used in the water supply system contains less than 2/10 of it lead. (P tubers Signature) Sworn to before me this c9 7 ' day of ii lam%° Notary Public, County 4Q$AN J. NAGY Nov uSIlic State of New York Qualliled In Suffolk County Oommisslon Expires May 20pi 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. 31269 Z Permission is hereby granted to: for : Date JULY 12, 2005 JAMES & LISA A BAGLIVI 1295 CARDINAL DRIVE MATTITUCK,NY 11952 ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP29559. at premises located at 1295 CARDINAL DR County Tax Map No. 473889 Section 115 pursuant to application dated JULY MATTITUCK Block 0006 Lot No. 019 12, 2005 and approved by the Building Inspector to expire on JANUARY 12, 2007. Fee $ 565.20 'A, e 12 110 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �r- C)� Lr�2- ate, DATE /� -7-7, a6 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [v<FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY REMARKS: [ ] INSULATION [ ] FINAL z DATE INSPECTOR �"`I 31 D,A rcfnw•v !e L7655-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ �"ING [ ] FIREPLACE & CHIMNEY [ t -]'9000H PLBG. [ ] INSULATION [ ] FINAL DATE (� (� INSPECTOR 31 ,6q (ice! M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ /ROUGH PLBG. [ ] FOUNDATION 2ND [� ] FRAMING [ ] FIREPLACE CHIMNEY REMARKS: S [ ] INSULATION [ ] FINAL DATE (/ / L/ I US INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA�F A CHIMNEY 3)2-6y z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE F-1/ �� INSPECTOR ����` w i.` ce { {l ra{ Vii_ BUILDING PERMIT APPLICATION CHECKLIST TOWN OF SOUTHOLD � -rua ��. fc�R co el BUILDING DEPARTMENT l Do you have or need the following, before applying'? TOWN HALL �c`� Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802. Planning Board approval FAX: (631) 765-9502 �I r (`Survey_ www. northfork.net/Southold/ PERMIT NO. 5' % Z Check Septic Form N.Y.S.D.E.C. Trustees Examined 20C� Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20L'j_ n / C�-30 / Building Inspector S70 APPLICATION FOR BUILDING PERMIT Date 'vkllJT 20 6 -z,- INSTRUCTIONS INSTRUCTIONS a. This -application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until 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. VSia/4�a�ppli�cantor name, if a corporation) IZgS (,L1:uChfra( Dir. P4TfJt14(K- (Mailing address of applicant) i ( q6:;, State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder V1 V Name of owner of premises 'JQvvteS Qid L So, & f V f (As on the tax roll or ilest dee If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License N Other Trade's License 1. Location of land on which proposed work will be done:. 12.9$ Ccarchv-)al Uiive, Mafifil'1'htK— House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 4:9Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and a. Existing use and occupancy C I b. Intended use and occupancy use and occupancy of proposed construction: tlA' 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work - 40 Estimated Cost SSC Fee i/ Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each 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 (G -W Rear b6' - (o' Depth 2,h" - G" Height at r>vtx . IK' ^ d Number of Stories 1 Dimensions of same structure with alterations or additions: Front w 01 Rear W' a" ) Depth �% - G " Height ' S — 2 " Number of Stories 1X 8. Dimensions of entire n construction: Front U j Rear � I � Depth Height AAW449&2 --2-Number of Stories Z 9. Size of lot: Front 2-3 . bL Rear � Depth Z S�1. '5tFt 10. Date of Purchase r q q Z Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOS 13. Will lot be re -graded? YES_ NO /Will excess fill be removed from premises? YES_ NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES___�/ No * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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 akk Lj SGS r }' i " being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent, Corporate Officer, 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 to before me this j dayof OACAIJ 200-�> PIE E,SAY62 j Akio Stan d No Y4 2% No. {949605 otary Public C:aarl%wd in SV90k Cm* ignat re of Applicant 50m3P 4 0-7 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: Untitled TITLE: Addition COUNTY: Suffolk STATE: New York 14DD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 03/13/03 DATE OF PLANS: 2/21/03 PROJECT INFORMATION: Baglevi Residence COMPLIANCE: Passes Maximum UA = 253 Your Home = 190 24.9a/a Better Than Code COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date 3 12-0 3 Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1342 30.0 0.0 47 Wall 1: Wood Frame, 16" o.c. 1688 19.0 0.0 93 Window 1: Wood Frame, Double Pane with Low -E 8 0.330 3 Window 2: Wood Frame, Double Pane with Low -E 15 0.330 5 Window 3: Wood Frame, Double Pane with Low -E 32 0.340 11 Window 4: Wood Frame, Double Pane with Low -E 9 0.340 3 Window 5: Wood Frame, Double Pane with Low -E 50 0.330 17 Window 6: Wood Frame, Double Pane with Low -E 32 0.340 11 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date 3 12-0 3 JAMES J. DEERKOSKI RE. 260 Deer Drive Mattituck, NY 11952 To: Southold Town Building Department Re. Baglivi Residence 1295 Cardinal Drive Mattimck L.states Mattituck, NY 11952 Pennv Lumber Plan No. 2310 To Whom It May Concern: This letter states that the existing residence mentioned above is structurally adequate to cavy the load path for the proposed second Floor addition. This letter is also to certify that the 'W' windows in `lixisting Bedroom Ton the first floor of the house, which will be Atered, meet the required egress code. Sincerely, James J. Deerkoski To: Southold town Bld. Dept Re: Baglivi Residence Mattituck Estates Mattituck, NY 11952 To Whom It May Concern: JAMES J. DEERKOSKI P.E. 260 Deer Drive Mattituck, NY 11952 This letter states that since the addition to be constructed to the above residence is removing one existing bedroom and adding one new bedroom, the existing septic system is sufficient, since no new load is being placed upon the system. /Gay - pis--�-/9 TOWN OF SOUTHOLD PROPERTY RECORD CARD M-/? OWNER STREET _> VILLAGE DIST. SUB LOT Q . pS FORMER OWNER N E AGR rTCt Qa SSI o l r'15 S W PE OF BUILDING �OR/aE ANL,CfS' t{,ZD4 7aC. RES, (SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS -,2- -7/o(,2 v,w v f� Ud 0%, E IhATrEs,. o D.3 d WN S- 7, Z,%` SoGA D. �f,�cwnr �✓� :o t. 6� �'li.f3hlCE!c /3L,LD=�^.Lm ! !!12%�2 7G So1D X31 oac G, R!f(c %� rLUc �ac. ld/,/igNSoN ✓WF Ps2 id �. U C "G d ca`� ✓ J` Lr ;'"sf,, 7�G 79 X50/�_ �3 6o0 t �3.�10 a 7n"%`q %�Rnsat� Td �Y?de'y5rs7 J`'7oe � 7 ,p i AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Vclue Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD G ra j Z�tiS Meadowland DEPTH _ House Plot BULKHEAD Total DOCK M. Bldg. Yf Extension' Extension Extension 9- cl Foundation��� Bath Dinette Porch Basement �d Floors WW v K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat E'F £ DR. Garage �, e _ L ( d� Type Roof ^ a Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. i Dormer Driveway Totalr- po � ' - � +.: - r,.r e .• 1 t ^-ury yr /� } . "l` f.i F2' S:"' ) ` s �%ty.�PY r. �+ 1 _ t+ ✓+,T.r Orf ! �.iG•w 1Yi w" f'd%eii J� r -. ' � _+•. + P �p `'ir_ y7/„�'r,�{ •. {�`, r�.';��trs,t NE!Y tr i �I�. v r n7'`rw^"✓IWY�.. x F. = +•S.;�rKKr+ �'i ! lttr�'^ 1f >V` �•.I{ J ♦ tr ,vr,^ / y '4 1�LJ 1 G t 6y ;>•/ �,,,q.rK- yarn r '� F25. °< �' 'L.. 1^ . w m o v J fJS4 W /4+fyy oil - m ♦ c is T � P ar 0� P1 v Fes.- d ':, +i/ it. r ��. ik , :n m r t ar. a 1 ,0°} ,r' ' tT". 1r r11.,4•`•Q ' Ffo" ^E y^+,yY�.r�•1 ,tiP` m e' �. 4<��4�it-,t�'4 •aih t14 � •1f Lr !FI �r.. OM, ; r � �- ' /f@'�r1\ht ra, � � E Y i N • �Nm nYC}`�T{xE'u�.; {hq `�''-S'. �i+�,�-1i� ti�G �I�t•-+t�"*- ��. Y, M UNz'RS.r%4�,tTj,{r'S: � io' coo ,'�� o r. IN= A • `^ k e '+t J'x'_{ 00�- 'p .+ ; "Sii.'i'E�o r't.F-5(fva A t 7)1� « .o. �rCIL" ^ . L i. P5 �dTi�A Y y= i 4 l7 4,-C^• 15 p a m d y gj PI L}F� � ,.: '/it.•- +' t n Wim .' 40 ', V q Y�a�. •?AA atl r a m^?d urdjY.,ar• 471yFFw Xs sZ p� ttljrrL`{y7�wN mar API p 7 4 y't``dS c..a•` /,dt. Ho- �... No \ o•- ol) /„ 9'QQ. � ) .. �x<P 3 xF���i•�i1 k�.'./j7''JY..•�'�t .���T,J �,�i .. -. ys �2 rr '+t`J ]ry�y MOTES ■=MOIUMENT \ O i L ++ vJa f '! ', ' ^r THE ERR MAP FILED IN THE OFFICE OF { r Y ♦'�hi 's i /' L THE CLERK OF 6JFF. CJ ON SEPT. B, 1963 f rL ; T{�n ]{ �.:�, 1 - AS FI_E NO 4453 1 i t' _ .1 Z){'�„rti ,. NEAREST WATER MAIN -4! MILES- SUNSET _ t �.' Tr N Iw'L'(:.x'�.i r.. yoc'sY.Y''�, < lr .y a•' 'r - y'r' KNOLLS,SECT 2” o Y ...'� °t °dtJ'... my i • 5 Miea NE c I 9L r - r . W f0I!f r r C. HEREON ARE MM FlELO r'.- wr _.+..1 010 -c'�pI M1, �Ic �"` Ij�► �- oRorHE.s REVISIONS YOUNG8 wi_;AY Y U G k Errs Eoq THs qET OExc.ILLf -'a 55 "lw •t s xuxT. DEPogINEMT OEHEALIH / r - �� 1 ;.r, {j xA'2,zZ q MAY/7/976 _xJ � 400 OSTRANDER AVENUE, RIVE R 6p 'dtEWY tK KY- < //. :\ J. • r ryCi '_s JUNE 22./915 9 e5tl ALD EN...YOUNG 'J/ - W Y U nrornnonaL [wa I Y[[s I. /LAW It,$ -L _ _ _ _ _ _ Z �i�r 1 }x %£ rx5 5jii i� tawo .u,rv[rorr. R.r [.tc no. u++e •.a ty `i`' ' t ", iei::• SURVEY FOR: Y,.ux+aan RL .7 a er um s •F{ -7Y ,J" M1' , +.. n r [ r[ re+ PAI 4 rromrt C....ROBERT F. HANSON & HELEN M. HANSCa LOT IS ."MATTITUCK ESTATES, INC." C;, •/S .+ <F z <' x ,' m•,t. +.wrn rmr.[.R+. 5. I i arfiy t A t �r [.aa r n s a •. +y,rt ..K. P rte. +L rmrxa st ,Ty*f AT MATTITUCK �UARANTEE3 To: 1" r '."+tt 1 Y?tr'• Lt� t f t [ r o T[o [rrea araC ru 7"trY. '�Y SO!/TNOLO SAV/NES BANA' .11 TO t ru.a+ I.. wrR+ T t // x` TOWN OF COMMONWCALTN 4ANO r/TLE CO. .. SOUTHOLD ... r.rt .... I. D fygl J 9Y x • � ' "P Y '+'S5 t �' t�0 1•ri F 'T`y 1./ ...... .a I TMI ummn; I. Orr yjj))[ //.. SUFFOLK CO., N.Y. 5 rt :5 uwwYxn rvno.T.rru.+m. ut y$'1 -c 1�]r; '^') P?x'!.'11: •,r _ .r-:. r: •V'T r.or:ououru.n[r" AR rT,o..i.E'. r scwLer 1 =50r DATE MAR. 30, 1976 NO. 76-497 N!1 N 0 O� t& CC cawW n.46 a e 1 Story me ts ns and interpolated aulic considerations ragement Ageni. to scale. Floodvday tdata available -The the corporate limit ring, see section 60 �x. thematic floodplain Federal Emergency A. Requests for data ty and the Flood quest. Contact the Center, 6730 Santa 1-800-358-9616. of this Flood Insur- Mj, North American ordinates shown on Universal Transverse spheroid used in the in slight positional hese differences do .e FIRM :ed to the National must be compared re datum. For infor- et5c Vertical Datum contact the National Jed in digital format isportat on INYSDOTI. NYSDOT 7 5 -minute Users of this FIRM Lade to specific road DCATION 326 1943 set in jecting 0.3 foot proximately 1.4 ate Route 25 rogue, at jun, acting northeast, rthwest of approximately enterline of 326 RESET 1966 oncrete storm orated approxi - t along State 63.0 feet cast o high school. ZONE X 1�TVAIM ZONE X ZONE X MATTITUCK AIRPORT Town of Southold 360813 ZONE X ZONE X� ZONE X yN y ZONE X O r O c v, Town of Sof ZONE X 360813 ky: /1 ZONE X ZONE X II ' T' � I�-SNI- ; Vy I C�N. J-4 Applicant//Wtv-1 � L- Date. ivOwners Nae:a Reviewed: Architect/ Engineer: ��� r Date Submitted: SCTM ti: District: 1 ,000 Section: � I31ock: �p Lot: / • ry/�f� / I toject i ' Subdivision Location: Name: Single &. separate Required certification: (Yes / No) Rcy.2 f Req. Conine District: (Lo( size: �� Acuial: �. �` J (Lot coVera ge_2t� ••Proposed Rey./ �� Req. �� _r Req. (Front Yard `7,C Proposed: !�Q [Side Yard ✓.'.3' Proposed: /!.0 J. [Rear Yard Proposed-4701 roposed 470 J Project Description: AiTENC�.�ERMITS REQUIRED FOR REVIEW N.A. Suffolk County Health Dep% New Fork State D. E. C. TownTrustees _ Z Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes-, chvj✓ u _'a -t .ctACTO i lir,t, 1 twv �1R1>/ 1, � •,Fi it �, fh � y 'o. M n NO Permit YES Number (S r' _ jr L -:-LA E-1,11717 r � 1. . �.i 7 it ",- - v CERTIFICATION OF NAILINU CL OREQUI�NEDGTIONS UNDERWRITER$ CERTIF ICA T , REQUIRED r -- LL - o w a a B i------------- m n F o I rr �— m n F o I T-. N, Sue��LooK -AM2 NA Liv K-21 iNzA[-AI-IOW 2r (o r�s - I u" a/G V.wri c, 4,. PC-, f weir— MEN a a, r to c J t i I 7777 a, r N � c4 �u � LL j -0 N � c4 �u � LL w -0 3 l„ 1 a 1 Ems 4 o � c4 �u � LL w -0 l„ 1 a 1 Ems 4 o � c4 �u � LL w -0 x�, _ � -. 4 ,i W ' is I x�, .�,� :�� - ,i W ' is I ,i I I 1411, F1�7K }-810.�!}'d. L!o°c%c. Cmew) Q 2x('o OWTH8ipt�lJ) Zx/m'I(a"%GJ iXl;'1�Ii - ��. ©i lj Q I P�A�1�`F: ��QFz�Ph I - - ! w! k -(t fr`Yr.ILr,Tir�tJ - - - - - - pp, o z g _ W r e if I I 1411, F1�7K }-810.�!}'d. L!o°c%c. Cmew) Q 2x('o OWTH8ipt�lJ) Zx/m'I(a"%GJ iXl;'1�Ii - ��. ©i lj Q i ®m K I P�A�1�`F: ��QFz�Ph I - - ! w! k -(t fr`Yr.ILr,Tir�tJ - - - - - - pp, o z g _ W 9�6-- e if Q' 'S II - ,'„ ! I! - �vi"!'ffANcG �QtFiJ`EV a;U FF11 ' NUiUkAPd"c AN/"!}oK- L4jP�7T2ULl li i f z7,4', -lu°<<u taHbiF> `r(A , I �ra�If�IC�AtIaN ��, ;i✓.4� Ah4r ll;f'. 1z�ftc� -3r.�" � —,`�� � y i ®m K CC i o z g i ®m K CC o ®m K CC o o z g n W e Q' 'S II MULTIPLESECTION ASSEMBLY: 114" - TF11.4"K'@OLl'3 Q4.2'QC' TABL"001:1A - 2342- APA SPAN -RATED 4B/ 24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") O8E/1C GRADE W/ 2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LA6EL ACCORDING TO LOCATION. ASSEMBLY: 'ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING WI /Bx3" (w4 WASHERS) GALVINIZED OR STAINLESS; STEEL WOOD $CREW @ 16" O.C. OR BETTER ALTERNATIVE FASTNER'FOR SHUTTER TO BUILDING: #1BTEE NUT@ATTACHED TO BLDG. w/ N1 Ox 1 Y2" (W/ WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREM ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SLOR ASSENISLY NSTs. FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFICATION$ AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN. NOTE ADDITIONS: 2X4 $TRONA -BACKS ® 24" OC o ASSEMBLY!, 1).,PREA0BEMBLE PLYWOOD To 2x1'S: N 70xY' (wl WASHERS) GALVINIZED OR STAINLESS STEEL woo"CRFw a 1ro,c. - - FWbOD,�iRS1C(lINALAANELS WRNAMNMIIMTHDRNESS OF 711e' AND MA1R.IUM PANEL6PAN IdM4L BEJp01LL1RTEbfOROPEMN9 PRDTECDONMONANO TNO 611tlRY BUIIOwOfi PANELS _ ! w1�LBER7ED�UT_TOCOVERGLAYEODPEMRiSWRHATfACMEIRNRDNAREPROVroEO_ ` (REFER i08EL1TON 19091.1 AN010-090 6 -AND TABL -lM I.4)-,- - _ TAEILg 1609.1.4 .," !'-,,: WMOSORNE DEBRIS PR0IECDIL fASIENMG_SCHEOULE FOR WpOD 87RUC1URAL PANELS ! ' FASTENER SPAOMO MCNES) PA='SPAN ?-0"<PANEL 4'-0"�PANEL NEW WINDOWS AND DOOR$ F'p'<PANEL FAS R7YPE 'V-0, PAN<4'A" AN i4'V' SPAN <e'o" z 1iF''}I Os s to ie t2 F zl2".M WWASI:PEWS 15 18 14 12 IA 7l06 TAIIL�IS gA6E00NAMNifAUM WINDSPEED (3 9EC0ljb QUBT) OF 130 MPH AND MEAN NOOF IGH! QF S�'-0' QRlEsS ... EB EAB( LLBE IN6TA'L{.UPATOPPOONPEM080FTNE w00DS1PUCNPAt PANEL `c T'SdERES AP€INST HEq"P XMA btL1Y OTtFAABOFRM! D 7NE4 SHAu eE ,1 _ _ A bJl'�A'(WRA/=ANCFq`F15_jKVbl_6A A1WMlBL WfIHtlbAW1., _ �A 29 414u NEW WINDOWS AND DOOR$ A 3046 m"Ilm E 5.91 10.80 10 4 25.9 •28.1 50 B 28310 nandlne 4.37 7.89 10 4 25.9 .281 50 Bt 28310 madine 4.37 7.89 10 5 25.9 -847 50 C AW251 sming 100' 390 10 4 259 -261 30 Ct AW251 StallWaryWiM 1.00 390 10 5 25.9 .347 50 D 24210 navoline 2.69 4.74 10 4 25.9 -281 -50 DI 24210 nandine 2.69 4.74 10 5 25.9 -347 50 102 PWH6068PALR tench od hinged 33.58 21.92 50 4 23.2 2541 40 EXISTING WINDOWS AND DOORS 1 V 28310 Wine 789 W M310 nwmline S.51 101D X C24 casement 5.50 11.80 Y 2032. nonllne 2,60 453 2 2846 nalmline 5.23 9.47 101 MORGAN 5968 bench daw ALL WIN DDWS TO BE ANDERSEN iCALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B' 'E ;MEETS NY STATE EGRESS REQUIREMENTS_ i COEFFICIENT 16 WITH tEO mph BASIC WIND SPEED AS PER _ !FOR HABITABLE SPACE. TABLE R 361.2 (2) NEW YORK STATE BUILDING CODE. WITH MAXIMUM OF 0'-Y' SING PAN. (FASTENERS FWS AND O R SPANS UP TO 8'-0" SI4AL BE SHALL BE PROTECTED 21 2E 4 B WOOELE 51T D SCREWS AT56" OIC. PANELS -FASTENERS 'FOR SPAN'S UP TO B-0 SHALL BE 21/2 YB AT 12" OIC TABLE 301.21 2 I InFHbb OLINE WINDOWS TobOAE ( 11/1" HEIGHT SILL S1T)P (OR STOOL) AND THE ADDITION OF A'1/2"X 314"5P UPGRADE SILL STOP. (SILL STOPS TOTAL At -1%4" HETGPTAND REQUIRE TRE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL SNP KIT) ALL UI•I11$ MUST MEET OR EXOE-ED'1HE MINIMUMI DESIGN PRES6URE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED tMES THE DESIGN PRESSURE REQUIREDANID MU6T TRANSFER LOAds m iT IE R000H OPENING SUBSTRATE. ALL EXTERIOR Ol%aNG MUSY MEETAS1M E 1996 TEST REQUIRSEMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. (REFER TO$EC7TONR 160914 FOR ALTERNATNEf OPENING PROTECTION � ROOF 4"0 ROOF VENT 4 BATH 1 - 3" 1 1@ -- 1 r/2 bt 1P2 Y1 V4 �l r/4 F.A.I. L_ t �AV-1 I LAV TB W.G. --- - SH DOER SECOND FLOOR i 2 3 2 1114 11/4 C.O .1 4 4 a - 4" Cl HOUSE TRAP FIRST FLOOR -..-_. BASEMENT LS�L_op E" 1/4" PER FOOT PIITCH TO -DRAIN PLUMBING DIAGRAM --- ----- NTS TO SUFFOLK COUNTY DEPT. OF HEALTH SERVICES APPROVED SEVER LINE. GENERAL GONSTRUCTION.NOTES 1, The Information on•thflr met of construction documents Is to WGO-bWe design Intentandframing details. They are intended at a construction aid, note substitute for generallyaccepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2. General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades. 3, The general contractor Is responsible for ensuring that all work and construction meets or exceeds curentfederal, state, and local codes, ordinances and regulations, etc. These codes are to be considered as pan of the specifications for this building andahould be adhered to even if they are in variance with the'pian. 4. Dimensions shall fake precedent over scale drawings (do not scale drawings) 5. The designer has not been engaged for construction supervision and assumes no respohelbillty for consbUCBon coordinating with these plans, nor resporsibllity for conatruction means; methodp; techniques, sequences, or procedures, or for safety precautions and programs In connection with the Work. There are no warranties for a spelfitc use expressed' or Implied in the use of these plans. 6. Referto floor plane, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen high performance quality or approved equal. 7. Door and window headers to align unless otherwise noted. 8. General contractor Is to ensure that masonry and prefabricated fireplace construction mess or exceeds all manufacturers specifications and applicablecodes. 9. General contractor to consult and coordinate with the owner and the plans for all built in items such as bookcases, shelving, pantry, closets, etc. 10. Provide hardwired smoke detectors, with battery backup, on all floors and in each bedroom, verify with local code requirements BE per Section R317, New York State Residential Construction, Code. Install carbon monoxide detectors as per code. GENERAL FOUNDATION NOTES 1 General contractor to review plans,•elava(ions, add details to determine intended heights' of finished floor(9) above typical grade. 2. All footings m teat on undisturbed soil. . 3. Provide W expansion joint material between all commide slabs and abutting Concrete or masonry walk occurring in exterior or unheated interior areas. 4. Unless otherwise noted, all slabs on grade to be 2500 psi. Concrete on 4" sand or gravelflitminimum, with 8x6 -10710 wire mesh reinforcing. Interior slabs to be placed onB n18. a fabllIzed.polyethylene vapor 4arier. - 5. Provide crawl space ventilation per local code requirements. 6, General contractor to install cop-r-tex (or copper) sheet metal termite shields between all wood surfacesthat are exposed to concrete or masonry surfaces. 7. Dompproof exterior of foundation with a bituminous coaling as per code and loll condlfions. GENERAL FLODR PLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2: All Interior wage to be covered with 'h" gypsum board with metal comer minfommg. Tape, float, and sand (3 coats). 3. Walls common to garage and house to have a layer of 6/8", fire rated gypsum board at garage side with W-0" return on adjacent walls and ceiling. Manufactured lumber requires 2layers of 5/8", fire rated gypsum board. 4. All both and toitet area walls and ceilings adjacent to wet areas to have water resistant gypsum,board, or wall file set on wonderboard or equal. GENERAL FRAMING NOTES 1. All wags, 2x4 and 2x6, to be stud grade or Netter le" c/o. All other framing material to be 02 dquglas tr. or peter. 2. Alf wood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floor joists under all walls parallel to floor joist span direction unless otherwise specified. 4. Provide x -bracing or solid blocking at a maximum of "" o!c for all dimensional lumber floor joists. S. Floor constructiom Y." tongue and groove plywood subfloor. Finished material to be applied oversubili Glue and screw plywood decking to fioorjolsts. 7, All window and door headers to be minimum (2) 2x10 unless otherwise specified. All Interior headers to be (2) 2x10 unless otherwise specified. 8. Provide full solid blocking under all bearing walls. 9. All beams to have adequate beading at each end or as specified. 10. All flush beam and joist Intersections to have galvanized hangers. 11. Typical exterior walls and roof to be sheathed with W exterior grade plywood or 7/16" OSB plywood, group 1, APA rated. Plywood to span overall plates and headers. 12. Provide insulation baffles at save vents between rafters 13. Exteriorflashing to be correctly installed at all connecflons between rook, walls, chimneys, projections, and penetrations as required by approved construction practices. 14. General contractor to provide adequate attic ventilation and roof vents. 15. Provide appropriate soffit ventilation at overhangs. 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements 2. If wall plates or joists are cut during the installation of plumbing fixtures or equipment provide bracing to tie framing back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. 2. HVAC subcontractor to fully coordinate all system data and requirements win the equipment tupplier. 3 HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval. NEW CODE GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 and 1995 SBC High Wind Etllfion Wood Frame Construction Fasteners and Connectors for Wood Frame Construction I. A continuous load path between footings, foundations walls, floors, studs and mof framing shall be provided 2. Approved connectors, anchors and other fastening devices not Included in the Standard Building Code, Table 2306.1 shall be installed in accordance with manufacturers recommendations. 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4. Where windows and doors Interrupt wood structural panel sheathing and soling, Naming anchors or connectors shall he provided at the top and bottom of crippe studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1 x6 or 2x4 lumber is located in upper third of athe space and attach to each pail of rafters. S. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48. and every 16" within 4' of exterior comers. 9. Sit Plate to Foundation Anchorage. Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 Inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bogs shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. ROOF MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsy .. I - 1985 $BC,HgM WetO EDICgN WOODF CON9TRIlC�gMANUAL EXTERIOR BALCONIES 60 DECKS 40 ATTICS WITHOUT STORAGE 30 - ATTICS WITH STORAGE 46 MOMS (OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 _ - - - - - - CRITERIA FOR CALCULA110 OF DEAD LOAD 246d ACTUAL WEIGHTS OF MATERIALS EFER NCED A.I.A. ARCHITECTURAL GRAPHIC STANDARDS TOP PLATES AT INTERSECTIONS _ FACE NAILED - - -_ 4-16d -- � - - - SNOW' STUD TO SNO FACE NAILED GROUND SNOW LOAD 45 lbs. HEADER YO NEADER_ !FACE NAILED 18d SEISMIC TOP OR BOTTOM PLATE TO STUO IEND NAILED DESIGN CATEGORY IS ' 3-16d WIND - 478tl___.__ WIND $PEED 120 mph 28 EWQUURE CATEG RY B GENERAL FRAMING NOTES 1. All wags, 2x4 and 2x6, to be stud grade or Netter le" c/o. All other framing material to be 02 dquglas tr. or peter. 2. Alf wood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floor joists under all walls parallel to floor joist span direction unless otherwise specified. 4. Provide x -bracing or solid blocking at a maximum of "" o!c for all dimensional lumber floor joists. S. Floor constructiom Y." tongue and groove plywood subfloor. Finished material to be applied oversubili Glue and screw plywood decking to fioorjolsts. 7, All window and door headers to be minimum (2) 2x10 unless otherwise specified. All Interior headers to be (2) 2x10 unless otherwise specified. 8. Provide full solid blocking under all bearing walls. 9. All beams to have adequate beading at each end or as specified. 10. All flush beam and joist Intersections to have galvanized hangers. 11. Typical exterior walls and roof to be sheathed with W exterior grade plywood or 7/16" OSB plywood, group 1, APA rated. Plywood to span overall plates and headers. 12. Provide insulation baffles at save vents between rafters 13. Exteriorflashing to be correctly installed at all connecflons between rook, walls, chimneys, projections, and penetrations as required by approved construction practices. 14. General contractor to provide adequate attic ventilation and roof vents. 15. Provide appropriate soffit ventilation at overhangs. 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements 2. If wall plates or joists are cut during the installation of plumbing fixtures or equipment provide bracing to tie framing back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. 2. HVAC subcontractor to fully coordinate all system data and requirements win the equipment tupplier. 3 HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval. NEW CODE GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 and 1995 SBC High Wind Etllfion Wood Frame Construction Fasteners and Connectors for Wood Frame Construction I. A continuous load path between footings, foundations walls, floors, studs and mof framing shall be provided 2. Approved connectors, anchors and other fastening devices not Included in the Standard Building Code, Table 2306.1 shall be installed in accordance with manufacturers recommendations. 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4. Where windows and doors Interrupt wood structural panel sheathing and soling, Naming anchors or connectors shall he provided at the top and bottom of crippe studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1 x6 or 2x4 lumber is located in upper third of athe space and attach to each pail of rafters. S. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48. and every 16" within 4' of exterior comers. 9. Sit Plate to Foundation Anchorage. Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 Inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bogs shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. TASLE3Al 1995 SBC HIGH WIND EDITION WOOD ,FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" O/C I 1120 moh FASTEsf WINDSPEED ROOF ROOF 'fABLE 11 iiwiD14-439 AW 39 .. I - 1985 $BC,HgM WetO EDICgN WOODF CON9TRIlC�gMANUAL _., SME ROOF FRAMING RAFTER 1T)iUP PIATE _ - - TOE NAILED- 8.0" WALL 3.8d- .. PER RAFTER _. _ 10'-0" WALL. 4-6d -- PER RAFTER_ CEILING J01liT T0lOP PLATE ;TOE NABEO_ 8'-0' WALL 3-Dtl PER J04'iT _ _ 1 1D-b"WALL 4-Bd JOIST _ _ _ _PER CEILING JOIST TO PARgL1EL RAFTER 'PACE NAMED ' SEE `TABLE 8,7 EACH LAP _ CEILING JOIST LAPS OVER Pk__RTRIO_ ,FACE NAILED SEE TABLE 3.7 EACH LAP _NS __ _ COUi4RT1E 70 RAFTER � FACE NAILED � SEE TABLE 4 PER TIE _ _3 2.8d EACH ENS BLOCKNG TfORAFTERTO _ RAFTER RM BOARD TO END NAILED 2-16tl EACH END WALL FRAMING _ - - - - - - TOP PLATE O TOP PLATE 'FACE NAILED 246d PER PO.OT TOP PLATES AT INTERSECTIONS _ FACE NAILED - - -_ 4-16d -- � - - - JOINTS - EACH SIDE -- - - - - - - - - -- - - - - - STUD TO SNO FACE NAILED 2-16tl 24" O/C HEADER YO NEADER_ !FACE NAILED 18d 16" 61C ALONG EDGES TOP OR BOTTOM PLATE TO STUO IEND NAILED _ _ 2-ifitl PER 2X4 STUD ' 3-16d PER 2x6 STUD - 478tl___.__ PER2x8 STUD BOTTOM PUTS TO FLOOR JOLST 28 6 BANDJDIST, END JOIST, OR BLOCKING JFACE NAILED 2-16d ' - PER FOOT FLOOR FRAMING i 36 _ 7 JOST TQ SAI. TOP PLATE, OR GIRDER LTOENARED 48d PER JOIST TDNLE'O_.___Z BRIDGING TO JOIST'- EAI 16 EACH ENO BLOCKiNGroJOIS7 - TOE NAN.EDEACN 20 END - BLQCKM1G10 Sal OR TOP PLATE 10E NALLED 3-18d EACH BLOEK' LEOGER'STRIP TO BEAM NAKED- --- - 9-16d -- EACH AAST _- _ _TFACE JOIST ON LED'(7ERT15BEAM TOE NAILED 32 f_ BAND JOIST To J015T .-_ -,END NAKED ..�. _ ._, 9-iBd . . PER JOIAT BANDJOISTTO SAI.OR TOP PLATE jiDE NALLED _._ _ 2-15b PER FOOT' ROOF SHEATHING 16 3 20 4' PERIMETER EDGE ZONE -- -I&' O/C - 6" AT PAFE1, - 24 EDGES AND AT INTERMEDIATE SUPPORTS IN THE fid PANEL FIELD _ _ INIERIOR ZONE - 16"OIC-6" AT PANEL EDGE'S AND 12"' ad AT INTERMEDIATE SUPPDRTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PERIMETER EDGE ZONE ATTACHMENT REOUIREMEN78 SHALL BE USED CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7' EDGE / 10" FIELD - WALL SHEATHING STRUCTURAL PANELS I ad 4' EDGE ZONE - 19" O/C - fi" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE . 16'01C - 6" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANE_ L FIELD FIBERBOARD PANELS 6E 3" EDGE / 6" FIELD 125/3.2_" fid 3" EDGE / 6" FIELD GYPSUM WALLBOARD 5d COOLERS 7' EDGE / 10" FIELD _ Sid 4'EDGE 2ONE- is, oic-6" AT PANEL EDGES AND 12" HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD - _AT 8d INTERIOR ZONE -16" O/C - 6" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR SHEATHING " STRUCTURAL PANELS - 1" OR LESS ad 6" EDGE 7 IT FIELD TASLE3Al 1995 SBC HIGH WIND EDITION WOOD ,FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" O/C I 1120 moh FASTEsf WINDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF 4:12 2 3 11 16 4 5 20 5 7:12 24 - 6 5 26 7 3 32 8 5 36 3 5 12 12 3 16 4 20 4 24 5 28 6 32 _ _ 7 36 _ 7 612 12 3 16 3 20 4 24 5 26 5 32 6 36 _ 7 7 12-12'12 12 2 16 3 20 4 24 4 20 5 32 _ 6 36 6 ;TABLE 3.7 1985 SBC HIGH WIND EDITION WOOD FRAME , ICONMUCT10N MANUAL _ CRAFTER SPACING 16"O/C_ ROOF PITCH ROOF 3:12 5 8 11 14 412 4 6 8 11 5:12 3 5 7 9 7:12 3 4 5 6 912 3 3 4 5 1212 3 3 3 4 i I LL 4 0 4 N 2 a U Z LJ I Illy ¢7 t q, :- mmol RIDGE RAFEEI USP LS A RAFTEPJRIDGE/RAFTER wrm.T RIDGE --- RAFTER — USP LSTA21- USP LSSH979 V Al ':AF'fERIRIDGE/RAFTER Wm CT KING E STUD HEADE USP R1 USP LE JACK S RAFT TOP USP WAU �RAFTER/PLATE/STUD 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE -- SUBFLOOR — --------- RIM BOARD USP KLFTA — --- 1ST. FLOOR TOP PLATES IST FLOOR WALL STUD - /"'�CHEADER/STUD HEADER/JACK I I `FLOOR TO FLOOR RAFTER USP RT16 TOP PLATE USP SPTH4 WALL STUD rB'\RAFTER/PLATE PLATE/STUD 1ST. FLOOR 1ST. FLOOR SUBFLOOR USP MSTA3 RIM BOARD DOUBLE SIL FOUNDATIC STUD/PLATE@ILL A 1ST. RAFTERJRIDGE/RAFTER WITH CT - LSTA 21 RAFTERIRIDGE/RAFTER WITHOUT CT L$TA 2I+LSSH179 B RAPTERIPLATE/STUD - RT20 RAFTERIPLATE RT16 PLATEISTUO SPTH4 C HEADERISTUD RT3 HEADER/JACK STUD LSTA12 D IFLOORTOFLOOR KLFTA E. STUDIPLATEISILL MSTA36 or RSIS-R STUD/PLATE MTW18 or LTWIB PLATE/SILL MP6F P ANCHOR BOLTS STB16 G POST ANCHOR FOR DECKS PAU SERIES POSTANCHOR FOR COVERED PORCHES CBE SERIES ,1_i ,O�2X_._16"OIC -COLLAR -TI E6_M_ FLOOR WALL STUD-- Q 1ST. FLOOR PLATE SUBFLOOR --- USP R LTW 18 - \x\\ U RIM BOARD DOUBLE SILL PLATE — USP MP6F ---- ------ . FOUNDATION WALL -F3 STUD/PLATE - PLATE/SILL POS USP P.C. POST ANCHOR FOR COVERED PORCHES POST -- USP PAU P.C. FOOL