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Home My WebLink About33246-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 01/04/08 No: Z-32821 THIS CERTIFIES that the building ADDITIONS & ALTERATION Location of Property: 350 PARSONS (HOUSE NO.) county Tax Map No. 473889 Section 37 BLVD (STREET) Block 1 EAST MARION (HAMLET) Lot 15 A SUbdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in tbis office dated JULY 6, 2007 pursuant to whicb Building Permit No. 33246-Z dated JULY 13, 2007 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 GEORGE MARSICH (OWNER) of the aforesaid building. N/A SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE 1110. 3055715 12/28/07 12/18/07 RBT. KOWALSKI PLUMBING PLUMBERS CERTIFICATION DATED Rev. 1/81 . 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: 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 2/1 0 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 t1 the_~~Plicant. C. Fees >\ '. , 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwellingl$f5.0Q;j~ t<?ations to dweur'. 'g $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to acceS~My but(ili~g'1;t5.00, Bus.iffifs s $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 'L.. -l 3. Copy of Certificate of Occupancy - $.25 . n,.'," . "n::J i 4. Updated Certificate of Occupancy - $50.00 ~ ---. . ' .. .~ 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: )< Date. \d-'\~' Or Old or Pre-existing Building: Locationofproperty: 2l?O ~o...(SonS BI\JQ. Eo...s--t- House No. Street Owner or Owners of Property: G-e.OY~ _MCJ-....r..sl.c~ Suffolk County Tax Map No 1000, Section 3 / Block (check one) ]v) 0\ y( 6Yl Hamlet Lot /5. I Subdivision Pemlit N033~4\p C Date of permit.~ Of Filed Map. Lot: ApplicantK'* R. ~; \~) \ Y\ c.... Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ "1(+\<-- bV,\~~Jnc. Applicant Signature 6<..<u-.' 13 ~6ct C'-()Z:~).f5-~1 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. 33246 Z Date JULY 13, 2007 permission is hereby granted to: GEORGE MARSICH PO BOX 743 EAST MARION,NY 11939 for : ADDITIONS & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLIING AS APPLIED FOR at premises located at 350 PARSONS BLVD EAST MARION County Tax Map No. 473889 Section 037 Block 0001 Lot No. 015.001 pursuant to application dated JULY 6, 2007 and approved by the Building Inspector to expire on JANUARY 13, 2009. Fee $ 200.00 J?Iy .' /? /1. d;{A.A~ ~ Authorized Signature ORIGINAL Rev. 5/8/02 [!J.[!J ~ BY THIS CERTIFICATE OF COMPLIANCE THE ~ ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ JIM SAGE ELEC. INC. GEORGE MARISCH ~ ~ PO BOX 38 270 PARSONS BLVD ~ ~ GREEN PORT, NY 11944-0038, EAST MARION, NY 11939 I ~ Located at 270 PARSONS BLVD EAST MARION, NY 11939 ~ ~ ~ ~ Application Number: 3055715 Certificate Number: 3055715 ~ i Section: Block: Lot: Building Permit: BDC: ns11 i ~ Described as a occupancy, wherein the premises electrical system consisting of ~ i electrical devices and wiring, described below, located in/on the premises at: i ~ First Floor, 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 28th Day of December, 2007. ~ ml Name OTY Rate Ratio!! Circuit ~ ml ~ Miscellaneous ~ ~ kitchen-bath addition ~ ~ Appliances and Accessories ~ @J Range 1 0 9.8 KW @J ~ Dish Washer 1 0 1.2 KW ~ ~ Exhaust Fan 1 0 F.H.P. ~ ~~~~ ~ ~ ~i~:~;e : ~ ~ ~~::~~escent ~ ~ Outlet 18 0 General Purpose ~ ~ Receptacle 9 0 General Purpose ~ ~ Switch 131 00 General Purpose ~ ~ Paddle Fan r.!l ~ Receptacle 4 0 GFCl ~ ~ ~ I seal I ~ ~ ~ I of 1 ~ i This certificate may not be altered in any way and is validated only by the presence of a raised seal at the i0catio~ indicated. i [!Jill~[!J Town Hall, S309S Moln Road P.O.. Box 1179 Soulhold, New York 11971.09S9 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTBOLD CERTIFICATION Date: f/lj I$}/ n '7 f I Building Permit No. 3 3 2- LI C . Z- Owner: G e.. 0 r '\ e.., M "'....$ .( Co ~ '\Please print) Plumber: Kohvf J<owo.lksi (please print) " II , liU. DEe 2 , L , _. , -.J r". .' l{}~ J lead. I certify that the solder used in the water supply system contains less than 2/10 of 1 % T~ Swom to before me this \ ~ dayof~~r. 20..Ql ~d-'-' (plumbers S\gJtAhue) jClh.OO Qd mo,drrQ \ Notary Public, Su ~ llc County MICHELLE L MARTOCCHIA .JTARY PUBLIC - STATE OF NEW'ioRIc NO. 01MA815867f QUALIFIED IN SUFFOlK COIJN1Y . lY COMMISSION EXPIRES NOV. 27,20.l2 Q6~,ll~ap[]&. (.-0 ~1f.1L-r~. w.. ~ SJ /wLIJ.. /7zr ~ L ~OEPT!J F 5l'lLTliQLD LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 July 17, 2007 Mr. Michael J. Verity, Deaprtment Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Mr. George C. Marsich 260 Gardiners Bay Estates East Marion, NY 11939 Permit # 33246 TO WHOM IT MAY CONCERN: With reference to the above permit for the house addition, which includes a kitchen. The 'existing kitchen will be removed to meet the residential requirements per New York State Building Code and the Southold Town Code. Sincerely, Lawrence M. Tuthill, P.E. 332-y&~ TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONS1RUCTION REMARKS: [ ] ROUGH PLBG. [ ] IN~TION [ -(FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON DATE rf'/& 7 INSPECTOR 332--r0~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL i [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPEcnON [ ] RRE ~ CONSTRUCTION. [ ] FIRE RESI~ANT PENETRAnON REMARKS: ~~ f2-+r. 0 ~ u..ttM--,~ ~ , ) DATE iia 7 INSPECTOR 3 S L Y;0t-- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~ULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRucnON [ ] FIRE RESISTANT PENETRATION r--~ () ~ ;-v ~~.lk-' J 4'., REMARKS: DATE If /1 (07 I I INSPECTOR 3 ~L-~ :& TOWN OF SOUTH OLD BUilDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ~GH PLBG. [ ] FOUNDATION 2ND [;..1lNSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRlJCnON [ ] RRE RESISTANT PENETRA110N REMARKS. r::u%~ r~ (Z/ 'LR DATE 'l f.b 71 0 7 INSPECTOR { ~-'~- 33%2 TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS1RUCTION [ ] FIRE RESISTANT PENETRAnON REMARKS: t) ~LJJ I/~ 7V ~ @%j!;;~ ?J;;;GJ7//.. L--9' ~ drC- r f DATE INSPECTOR - -t-........,.,....;-.~-c---,."""- ............-.....-......'''' -..--."". ~,_.~ -.. ~._' .3 302 $U0-C- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ~NDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r;- DATE INSPECTOR )_n_____________ 332-'f&c- -'""'1;0---. -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~NDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON ..- . ~ <f-. REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE I COMMENTS' . '/V/-., L /. 7"~":' "....../.. " / ~ JcV~ I. -/ '-- / / 7> -, 7/ / ~ /......:/:-- _ ...l,... r ~"' .II. ...Lf i .I Y.J /'/ I ' T / 7 '7 ., J/7 J 'II /7 ?- V .. FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL W'O vJl"I ~~ ~"" "::b +~ ...A\.}\ . ~ ~ IQ.lI1'&.vv' /If ./J/.... ) 7'(, elI'A.... ~'" ,,~. I "7'?'J P I..AL~ ?L. 1.11 . ~ 1 r;., ~ ~' ~ .Jl..,<../JP. ~ &:; rntlu .M--. '- ~-J CJ ~ .1.'/ / ~ ~ lj\. 3 ---~- \JI A -tI V~ f1 '. (J _L_._ .JI..7":' ~ ~ (- ~, 7 / ~== ~~ l"I "" -- --l. .v:;../ 'i'/ ./ .// {,...I. la' ~ /.. rn I I /11'4-' // /!I I C/ [ t ~. ? . (J A/-... / / 2 V-V '1/ / (/ . ADDITIONAL COMMENTS 3 l' ~. 9-~ z m 0;ll ////1/7 . CiA ,17;J~........AJ~ I ( V A \ l"I ~~ ~~ ~g :2 . z8 ::p1; == l:l l"I "<:l ~ o I/~. / OWN OF SOUTHOLD ~ROPERTY RECORD CARD C) M ~ l.j() A OWNER STREET VILLAGE . DIST. SUB. AC ,~ t/7 TYPE OF BUILDI~ I S1- -1'4' I-",~. t9/.. t,I"f;, ~<L t )}rzZ~~ E .3 G S W RES. # If) LAND VL. FARM COMM. CB. MICS. Mkt. Value ~ ...(100 0'00 60 " l IMP. TOTAL DATE REMARKS L "", Z ~ . - S' t _ '6+ .J .1<cafseL( f--::-f.. .k . .-'- , - - , ( (;C 8"" 4 - i -I- 4 " '~\ :$@) I':~r'''! ~ f 2 7/N -' WI n i fn.>d )1/i~<; (v.--. Cip sed c... 2: '02 -1 f//OI-t2a-vnb)n~ Z ~r(~1s (37-1-/1./ tf I~ ........ AGE NEW FARM -BUILDING CONDITION NORMAL BELOW ABOVE Acre Value Per Acre Value Tillable -- FRONTAGE ON WATER FRONT AGE ON ROAD I ". - C 3.1 q~. DEPTH J 9 I BULKHEAD - DOCK Wocxfland Meadowland House Plot Totol PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans ,.,-- Planning Board approval I Survey /' 11J-1'Pr?' Check /' Septic Fonn N.Y.S.D.E.C. Trustees Contact: Mail to: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSoutholdl Examined Approved Disapprovec;l ale 20~ 20 -li1- Phone: '-177-"Jr;OtJ Expiration ,20_ I~~ , Building Inspector ~ 'Jl:~:T~ wi BLD~.DEPr I~I T WN Qf ~"')TtlQ'~ APPLICATION FOR BUILDING PERMIT Date ::S-\J Y\ Il.- '2... 5-r"', 20srl 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 oflot 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 South old, 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. \<-.--+ \L "Ev : l de rs.1n c. (Signature of applicant or name, if a cofporation) --pO gox Sss (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C oy..-\-ro-,.c..,-\lt\ Name of owner of premises G- e... 0 r de.. J'v\ 0.... IS i G h (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ----.:p r "-.5 . (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. \ '3 . 'Sa \- \-\.:i:- 1. Location of land on which proposed work will be done: 2\00 --=?o..'SOY'l . House Number Street E:~<,,+ I MfA.. Gy\ Hamlet {( I County Tax Map No.1 000 Section Subdivision 37 Block I Filed Map No. Lot . / Lof (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ F Coo. V\A \' ~ K ~:'S ~ ~ V'I+ " G-- \ b. Intended use and occupancy J- -f' '" WI', \ 1- ~ s; d e V\ + i A..l 3. Nature of work (check which applicable): New Building Addition)<... Alteration Repair Removal Demolition Other Work 4. Estimated Cost -&, 'b 0 . 000 . 0 D , (Description) Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor I 6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use. / JI ul4 . 7. Dimensions of existing structures, if any: Front Height I b / Number of Stories Rear 31' Depth ,2,/ I Dimensions of same structure with alterations or additions: Front C:, ( Depth 3g-1 Height 110 I Number of Stories, 8. Dimensions of entire new construction: Front /; I ( Rear b I / Height I v ( Number of Stories 9. Size oflot: Front_' S) ( Rear q 7 / .earl' (P I ' Depth :3 '3 ,. Depth liP 7 I 10. Date of Purchase tJ(Ll. Name of Fonner Owner fJ~ 11. Zone or use district in which premises are situated keSlde/\.l+,fr l . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO L 13. Will lot be re-graded? YES_NO ~ Will excess fill be removed from premises? YES ~ NO_ 2~O P",rs.0')5BI"!l. 14. Names of Owner of premises G~?'j'" M.a..r...ic.J-Address 1<:". M"': \ "l"\ Phone No. Y 1/ - 202. g Name of Architect \,.o..rr '\ \,u+\..., II. E""'~I flu.... Address 1'2.~~...~p'~~"""'" Phone No If 1/ - , (OS ~ Name of Contractor 1<..!-e.. Bui Idf' "'''J \f'\L. Address f>~~~~f~ Phone No. Ifil- '2.(,,00 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO 1- * 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-L * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. S E.e- S I TEe Pt...A.N 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 S(JFPotJC.. /:LA/ ~ % ~~~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (!6i?-:fr 6-,;'" I'P (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. tZ Signa e of Applicant E~ BETH J. FARRISH Notary Public. Slate of New York No. 01 FA4973285 Qualified in Suffolk County I ^ Commission Expires Oct. 15, 2(5 ~ ~ ~ ~ ~ ~ ~ il; iU - (j) m iU 'J - )> ~ (i\ iU z )> il; ~ ~ =r il; lJI -;r-----------~----\ '''' , . ---- (0_1 \ ~ ~ ---------~-----~ -i (j\ . , :r: -i 1------------- - ' ;:I z 1 tlI (iI I ------------tr----------/ . , , , , , , , , , , , , I , , , lJI __ 11 I ; W ----~I -------jU- 1 ----q , ~ ell '''' , . , , , , , , , , , ---~ ~----~-! lJI1I ~ @ / -- m , -:i ___ U____J "! ~ ~ ~ -l SlEET Penny Lumber HOME AND FLOORING CENTERS Dr 2691 \J ---~- 11 r () () :ill MAIN ROAD GREENPQRT NY 11944 631477.0400 631477.0578 .m. lItA\oIINO ""'" . MAIl~'n.I ~6n PARSflN:S: HI VO DATE I ~~ f~i \P~ ~~ ~~ ~~ ~< lJI. ul~ ...:..umcNI ~I'-O" ENERGY CODE CALCULATIONS ~~-~--_.- ~.- - ^ ~ CHAPTER.S SECll0N 50l ;;,D~tachedOneatld Two Family oh-E ." . . Design Criteria 5750 Degree Days Zone lIB ;n; . ! ; f ~ / Per: -ct, f17 ,;~.!,,,y. . . 1.0'11 , For: ,Iv! u' r$ j c.J) 2 (;:u PetS"'" /,1/ yo' 15 (,:1' )vfqrl"~ 1'1 'r II rJ j' Dated: /.6/:'2-, 0-" L . b:eSIGN GODE.. DESIQN '.' I I CO;oiB . SUBSYSTEM AREA . " .' 'V" "l]" UA., .UN ....,... ".' Exterior WlI1ls 1./38 "?if5 ) 0.14 i.;' () ::n G " 'L- ~ i,,':' . , '. Ceiling Roof "18 D, ,J3 0,031 g.31 8. tz.. T (- ... , "" Floor Over unheated SplICe ...., > () , 0.05 (3 )"ll} '1 ,/\ . """ iJ ,.1 ') ,;. I"J,. v . , , I ,. Heated Slab On Grade 6.5 , [, . Unheated Slab On Grade 4.5 , Basoment Wall 0.1 ., ., Crawl Space Wall 0.06 ',' . , 7 ~ J:J I S .., ,8 '1 c. ..) '. ..---.:...... -7-"-:- ~_.. . NOTES Construction shall comply with 502.1.1 moistUre control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section SO 1 The mechanical systl:ms and equipment including: , ' ' ".", .....' HY AC EqIliptil.ent,EYAC Systems, Duct SystetnS, Ventilation SY$tem.Ulld llisttlation OfFipingSYstel!\ll:1l!'~~" requirements of Section 503 ' " '. Service Water Heating Systefns & EquipmenttQ meet requirements of Section 504 Electrical & Lighting SystetnS & Equipment totneet requirements of StctiQn 505 To the best of my knoWledg'_ itJ!{~~~\~. :v.. · t. ':'; \(?..i'f':~,0. belief: & professional judgement, " )D}~<~~~{;'f~; . ./Z'); , ('hese plans are in compliance /,i\;::',;;;,;,:,.:.:':/"\'~(/ With,the code. / .i "'~.il:g;:r:~~;}<> '- '),..-(/ / j~ .', , f-;. ./ SURVEY OF LOT 84 & PART OF LOT 83 MAP OF GARDINER' S BAY ESTATES SECTION No. 2 FILE No. 275 FILED SEPTEMBER 23, 1927 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-37-01 - 14 1000-37-01 —J )j I O SCALE 1 "=20' I I JUNE 28, 2007 �OV AREA = 20.20.466 act. _., S Nb �j 38, CERTIFIED TO: •2S, vB,, GEORGE MARSICH 6 �5. 3 b / / Jar `� `S2• Y/Y///,/ `pT O 83 \ 4PR °p 'p ' pP & 61 Mo. ry OQO� Orli \ \e`� F(NGE ly �Oj, y' ° e�'�' N°1 'S1' fit. asH o.sw �\^yi Sy a f'::., „ ZP�' SOS �°AOpO/ p0' mra`mO G'' 'Dro L'THORIZEDS SURVEY LT RATIO laORTIODIDON 5 G• LOQ 1�p 2 I OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. G• PJ A �,L"CE COPIES OF THIS SURVEY MAP NOT BEARING n n S LpT 8 POST THE LAND SURVEYOR'S INKED SMOR L 7 EMBOSSED SEAL SHALL NOT RE CONSIDERED 1r/ TO BE A VALID TRUE COPY. .)Yf CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY SCC Lp� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 'rC0 TONTHE ASSIGNEESDING ONOF LISTED E LENDING INSR- ON. AND + 9> "' TUTION CERTIFICATIONS ME NOT TRANSFERABLE s5 AID , THE EXISTENCE OF RIGHTS OF WAY AND/OR IF / ANY, NOT SHOWNTAREFNOTCGUARANTEED. O(ti PREPARED IN ACCORDANCE WITH THE MINIMUM y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin III BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE NT THE NEW YORK STATE LAND TIRE ASSOCIATION Land Surveyor SE OF NEW), r?�P�'CAFTCOR.P" * 'C Title Surveys — Subdivisions — Site Plans — Construction Layout 211 PHONE (631)727-2090 Fax (631)727-1727 li p. OFFICES LOCATED AT MAILING ADDRESS CF 50467 0- 322 Raonoke Avenue P.O. Box 1931 `SED N.Y.S. Lo. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 z O Q W W W O O x co .. z 3 � w a a i- d' U Q > A N A W A co > co J � PLUMBING = z z ADDITION EXSITING ALL PLUMBING WASTE v E7 b,WATERE EN z TESTING BEFORORCOV E COVERING ING O o � t0 PLUMBER CERTIFICA TION o CU W CN LEAD CONTENT BEFORE Cl- gTIFICATEOFOCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED-?J10OF 1%LEAD. m FINISHED OEILING " d o — — Zwv r r v ALLCON;) -' InN SHALL ° MEET THE HEu -':, `JTS OFTHE U m O CODES OF NEW YORK STATE, o } o ¢ z � 0 0 o z Z d. co — — — — — — — — FINISHED FLOOR LINGCERTIFICATION& OF NAILING E UIREECTION$ REQUIRED. RVED AC NOTED L1=---------------------=+i FINISHED GRADE DATE: I I I 1 I; o a z N W O O Q Q ry N - z 3 � w a a � M v a r MINE w ca P7 �. V > T: Z Z EXSITING ADDITION u o o � o N W FINISHED CEILING n wv v � m ® cl p >- < z OZ 1 FINISHED FLOOR FINISHED GRADE 6 I F_________ ________________� I = I IIL ` . I I W z __ __ __________I W Ll L_J z Z 0 O 0 LL EX5ITIN6 ADDITION �❑ z z REAR ELEVATION arrs__Iq o_ LL O N N F W w w o x N 0 w z w w p O O x 1 d H , ry Z 3 � w a a Vl HUM K U Q > R Pl Q M J � W -+ � r S Z Z U 0 � � Z � � o a 12 � a ¢ 2 � b �0, � — 6 o cu w 12 —Ib FINISHED OEILING — — O u� — — — a 4 z r a EE W � � CO ¢ Z � Z �l FINISHED FLOOR ¢ — — — — — — — — — — — — — — to I I i i I I I I I I I I FINISHED GRADE I I I I I I I I I I I I I I I I w w U O Z LEFT SIDE ELEVATION °O J � z z e-i w O ( z u / ua2254' r � x5.e-I O � N W li w o x W K - N a O N x w ADDITION EXSITING ° o I I T � - QQ q N A NQ J 1 = z z I 2X10 RIDGE BEAM z I � o d o �D ON I A o N w Na x I 2X10 RIDGE BEAM O 0 Z L _ WV C � v l � I ON Ijj < ZV 1 NQ 1 Z cD I CD I I I L - - - - - ° - - - - ° - - - - - DN I I � � W z LUU 1 z O J L - - - - - - - - - - - - - - - - - - - - - - LL i-i O Z ri w �pF NEW'o O_ ♦Pi �cE T B,f !�1 ADDITION EXSITING i a W 0]225"'1 aC> ROOF PLAN Eo' yFE530/ i 1/4" = P-O " 0 � N H W 1� W O S ti Q d w z K O F F = N 4'-I" a o O = p In IL z " ry w IL IL v p O L7 - r ADDITION EXSITING z < w Li J Q Q ~ I r_________ _______________________ R N R W 1 8 l r B ,XI6" > m I I I I m I6'-I,I VENT —4" THK. POURED GONG. 1 6 I SLAB OVER 4" THK. 1 C4 } POROUS FILL (WELL1 S Z Z 1 I COMPACTED TO EARTH) -- -- U 0 V Z � 0O SECTION B I r8" 14'-a" , b" wog I/2" = I'-O" o �" THK. POURED GONG. o L T J: I SLAB OVER 4" THK. I 1 ro co 41 - POROUS FILL (WELL 0 LJ l I 6j COMPACTED TO EARTH) H"X16" BLOCK PIER ON ----------------------- I I--- -: 2'X'2XIO" CONCRETE FOOTING 4 6 i i _ :.( I SHIM AS REOUIRED ------------------ F rH I i i 1 1 - B(2X8)GIRDER I (L O Z r ____ __ � I �Q L_-J v, L 8"XI6"GONGRETE w d' r � I r• I PIER °� M ------------------------- O m I I 10" X IO" CONCRETE PIERI -I.�_ Q Z WITH 2' X 2' X I' DEEP 8x16 VENT I 1L 8"X24" O o POURED GONG. FOOTING, I m MIN. B' BELOW GRADE DRAWL lz ACCESS Z r` TYP 8 PLACES SPACE x I Q 6" POURED OR BLOCKED I ------ GONG. PALL, WITH ' ) 1'-4" X 8" POURED GONG. ------------ FOOTING, MIN. S' BELOW 6 1 GRADE L -J L -J L -J L (2) 2"X 6" GIRDER41-8_ 1 , 2 5'-O" 1 ^ BOLTED TO 6"X6" POST I W In lW 142" CARRIAGE BOLTS. I K ISi- f' 1 z i I I uJ 1 I U LU 12, O I I Z 0 O 1\ J I I ✓l J- L z -- - r Q -------- _ W tE OT NEWY O T�091,(. W 2 b � ¢ r 1 W r ADDITION EXSITING W22M-1 �EE5510N�' � FOUNDATION PLAN 0 I/4" = I '-o" 0 N F w w w o rn Q K J Z LL " ry N 14'-I" ADDITION EXSITING u -- -- (2)1-3/4" X 9-1/2" LVL w R Vi R W of q0� .i r 6'-1" J m o W O V) > U = Z Z O GARPORT - - DW d � 6 v (2)I-3/4" X 9-I/2" LVL 6 PANTRY 6 O n o o N LJ 'xczt ^ N ri REF. n ® 1 EL � z (2)I-3/4" X q-I/2" LVL O 6 6-0.. 4" -5.. 4.. w v _ _ _ _ W � PWD RM CLOS T O m 2668 2868 r Z 668 O o - co S1 3068 PORCH -� 1 X 9- 2" LVL m w w z w U z ' 1 Z 1� 0 O O J LL z Z Q w (^� o �o lgRV a ADDITION EXSITING Stip �cE ro,9� w FIRST FLOOR PLAN Foe °"Z�'' �FES51�NV, LL H w 0 W_ Q N Z z 0 0 0 = _ m d N ? p O 0 .. .. .. z 3 � w ROOF CONSTRUCTION A U <1 'w FIBERSLA55 BASED ASPHALT COATED MINERAL SURFACED SELF SEAL 5HIN&LE5 R IS LB. FELT UNDERLAYMENT ON 5/8" THK. ADDITION EXSITING > PLYWOOD SHEATHING ON ROOF RAFTERS J SPACED AT 16" O.G. M L,3 > = Z Z H 0 fn GEILING GONSTRUGTION 5/8" TRK. TYPE -X, GYPSUM BOARD ON d 0' JOISTS SPACED AT 16" O.G. O E 0 cu LJ FINISHED GEILING R-30 INSUL. j I IUM62 M59 PBS66 O O (2)1-3/4" X 9-1/2" LVL 8 PLACES (L r 3 PLACES r 6" X 6" ACQ. P057 PANTRY w v 8 PLACES M i < Z FINISHED FLOOR Z o PALL z qt r 8 PLACES 3(2X8)61RDER 3(2X8)61RDER Q GRANLM FINISHED GRADE SPACE 6"x16" PIER FLOOR CON5TRUGTION `O 6 3/4"THICK SJBFLOOR I ,.5 2X8 FJ. SPACED ® I6"O.C. ON (5) 2X8 61RDER5, FIBERGLA55 INSTIL. (R-19). 10" DIA GONG. PEDESTAL ON WALL CONSTRUCTION '' EXSITING 2'X2'XI' GONG. FTGS. OR (BF-24) 51DIN6 ON 5/8" THICK TYPE-X, GYPSUM f BASEMENT ANCHOR AND FOOTING FORM BOARD AND 15 LB. FELT UNDERLAYMENT (4 PLACES) ON 5/8" SHEATHING OVER SND WALL (2X4's AT 16" O.G.)FULL THICK FIBERGLA55 �^..,� INSUL. (R-13), 1/2' THK. TYPE-X, GYPSUM 4" THK. POURED CONC. ��,.: W BOARD FINISH. SLAB OVER 4" THK. w POROUS FILL (WELL — W COMPACTED TO EARTH) z SILL CONSTRUCTION w 2X4 SHOE ON SUBFLOOR 2" THK. 8"XIb" BLOCK PIER ON 3L) CONTINOUS WOOD HEADER (2) 2X6's 2'X'2XIO" CONCRETE FOOTING (9 WOOD SILL (TREATED) ANCHOR WITH SHIM AS REQUIRED z 5/e" DIA. ANCHOR BOLTS AT W O.G. df AND MAX. 12" FROM CORNERS. ADDITION EX5171N6 O J `J U- �1 z Q ui SECTION A-A o S S � r M1 y' !Tq w I 1 w ` m r 0922661 0FESSIOtkv- 0 O o N r W w w o x ti GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEOU LE TA LE ] I, IN CEASING 3 ] AND 3 T 1 The Information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material a s 6 s s e c H IG H w IN 0 E O Ir to ry w G 0 0 F a A M e C 0 N S TER U C T 10 N M ANUAL Intent and framing details They are intended as a construction aid, not a substitute to be#2 Douglas fir or better. J G IN T G E s C R IP T IO N N A IL G U A L ITV NAIL s P A c IN G for generally accepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standard 2.Ali wood framing in contact with concrete or masonry to be pressure treated ROOF F FRAMING N g g p p RAFTER TO TOP PLATE ICE NAILED E'-0' WALL ]-Ba PER RAFTER construction details and procedures to ensure a professionally finished,structurally 10'-B" WALL +-6 d PER RAFTER O W sound,and weatherproof completed product 3. Provide double floor joists under all walls parallel to floor joist span direction unless c E IL IN c JOIST TO TDP PLATE TOE NAILED e'-B^ WALL 3-- a PER JOIST z otherwise specified l SEE WALL +-e a PER JO AT H CEIL IN6 JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE ] 7 EACH LAP Q m 2.General Contractor to coordinate all sub contractors,scheduling of work,and CEILING JOIST LAPS OVER PA RTITIO Ne FACE NAILED SEE TABLE ].7 EACH LAP V O O = interaction between trades. 4 Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional COL AN TIC TO RAFTER FACE NAILED s E E TA e L C- ] + PER TIE IL I I a TO NAILED P-ed EACH END U N W BLO CKINGBOAR TO RAFTER 11 lumber floor joists. RIM BOARD TO RAFTER ENO NAILED 2-ICtl EACH ENO W rV Lp 3 The general contractor is responsible for ensuring that all work and construction N V O O1 meets or exceeds current federal, state,and local codes, ordinances and regulations, 5.Floor construction 3/+"tongue and groove plywood subfloor. Finished material to be w A L L FRAMING applied over subflOOT. Glue and screw plywood decking to floor-joists TOP PLATE To TOP PLATE FACE NAILED z-1ee PER FOor etc. These codes are to be considered as part of the specifications for this building PP Pyw' 9 t SOP PLATES AT INTERSECTIONS FACE NAILED 416 JO [N I EACH SIDE and should be adhered to even if they are In variance with me plan. HEAD To sruo FACE NAILER z-1Btl zv DID L7 -- -- 6 All window and door headers to be minimum(2)2x10 unless otherwise specified. HEADER To HEADER FACE NAILED I6a 16• olc ALONG EDGES Z All interior headers to be 2 2x10 unless oihenvises specified. TOP OR 9orroM PLATE TO sruo ENO NA LED 2-I6d PER 2x+ STUD 4 Dimensions shall lake precedent over scale drawings(do not scale drawings) ( ) P B-1 e d PER z xB STUD RE w +-I6a PER zxe STUD BE U ~ 2' U ¢ > 5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls BOTTOM PLATE To FLOOR COST. _ f-1 fn Q GO HANresponsibility for Construction coordinating with these plans,nor responsibility for FLOOao is T, ENO JOIST, OR eLOcrcwc FncE rvAaEo zlea PER FOOT construction means, methods,techniques, sequences,or procedures,or for safety 8 All beams to have adequate beanng at each end or as specified. FLOOR I o a FRAMING j precautions and programs in connection With the work. There are no warranties for a JOIST ro HIL, roc PLATE 0R GIRDER TOE NAILED +-00 PER JOIST BRIDGING TO JOIST TOE NAILED 2-Ba EACH ENO � specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. BLOCKING TO JOIST TOE NAILED -1 a EACH E N o J r, BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I6a EACH BLOCK LESSER STRIP TO BEAM FACE NAILED 3-I6a EACH JOIST 6 Refer to floor plans, exterior elevations, and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with X"exterior grade plywood or JOIST O N LEDGER T O BEAM TOE NAILED a-e a PER JOIST (n } windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and BAND JOIST TO JOIST END NAILED a-16d PER JOIST = z Z headers. 'BAND JOIST TO SIL OR TOP PLATE TOE NAILED 2-I6d PER FOOT U O 7. Door and window headers to align unless otherwise noted. .-r Z ROOF SHEATHING Q 11. Provide insulation baffles at eave vents between rafters. sraucru RaL PANELS EDGES ETER E OG E Z O NE - 1B' OIC 1 AT PANEL 8 General contractor is to ensure that masonry and prefabricated fireplace E O G F s A E O n T Ix re R M E D In rE s u P P G R r s Iry T n E O-' Q 616'. ee PANEL FIELD ¢ O- Q construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, INTERIOR ZONE - l 6• o Ic - 6• A T P ANE LEDGE s n N o I z^ chimneys,projections,and penetrations as required by approved construction e a A T IN TE R M E D iA TE s u P P o R T s IN THE P A x E L F IE L O JD O 9. General contractor to Consult and coordinate with the owner and the tans for all practices. FOR ROOF SHEATH ON ATEA HMENT THE PERIMENTS SHALL OF r S RooF. Irvc LUOlrvc 4'-D• oN EACM HIDE OF THE ROOF PEAK , THE +' B" p PERIMETER EDGE ZONE ATTACHMENT HM ENT REOUIREM FNTS SHALL DE USED Ix1 N (y 0 built in items such as bookcases, shelving, pantry,closets,etc. 13.General contractor to provide adequate attic ventilation and roof vents. GElPs WALLBOARD G sa COOLERS 7' EDGE I10^ FIELD GYPSUM 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each w a a o A R D bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. w a L L s x BA T H ix c +' EDGE ZONE PANEL EDGES AND 1z• Residential Construction Code. Install carbon monoxide detectors as per code GENERAL PLUMBING NOTES STRUCTURAL PANELS ea SIB" TINTERMEDIATE SUPPORTS IN THE PANEL FIELD EIa NTEERIOR ZO NE - 16" OIC - 0" AT PANEL EDGES AND 12" GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and FIBERBOARD PANELS 2119' AT IN3" EDGE 16^ FIELD R M E O w re SUPPORTS IN THE PANEL F TE L o W O Ba Ln safety requirements. zsl3z^ ea 3" EDGE 16- FIELD CL O L] L General contractor to review plans,elevations, and details to determine intended G Y P S U M W A L B O A R O s a COOLERS V EDGE r l 0" FIELD Z 2. If wall totes or oasts are cut Duran the installation of plumbing fixtures or ea rEOGE zo NE - le^ BIC - e• AT PANEL BocEs AND 1r LU r AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD r heights of finished floor(s)above typical grade P 1 9 H A R D B O A R S w Go ' equipment provide bracing to tie framing back together. Go 2.All footings to rest on undisturbed soil. GENERAL HVAC SYSTEM NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3. Provide W expansion joint material between all Concrete slabs and abutting TABLE 3.7 WEATHERING SEVERE p } o concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor Is responsible for adhering to all applicable codes and 1995 SBC HIGH WIND EDITION WOOD FRAME safety requirements. CONSTRUCTION MANUAL FROST LINE DEPTH 3'-0" O Z o 4 Concrete on 4"sand or gravel fill minimum,Arm 6x6-10/10 wire mesh reinforcing. RAFTER SPACING 16" O/C TERMITE MODERATE TO HEAVY I� Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier 2.HVAC subcontractor to fully coordinate all system data and requirements With the equipment supplier. ROOF PITCH ROOF SPAN DECAY SLIGHT TO MODERATE Q a 5.Provide crawl space ventilation per local code requirements. 12 20 28 36 WINTER DESIGN TEMP. 11 g in 3 HVAC subcontractor to provide final system layout drawing and submit it to general 3 12 5 8 11 14 ICE SHIELD UNDER- AS PER MANUFACTURER'S tG 6. General contractor to Install cop-r-lex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. 4:12 4 6 8 11 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE between all wood surfaces that are exposed to concrete or masonry surfaces 5:12 3 5 7 g 7.12 3 4 5 6 FLOOD HAZARDS 7. Dampproof exterior of foundation with a bituminous coating as per code and soil 9:12 3 3 4 5 conditions. GENERAL WIND PROTECTION CONNECTION NOTES 12:12 3 3 3 4 GENERAL FLOOR PLAN NOTES Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction , BUILDING DEPARTI CRITBaA 1. Dimensions shall take precedent over scale drawings(do not scale drawings). Fasteners and Connectors for Wood Freme Construction 'TABLE 3.4 �..f 1995 SBC HIGH W IN D EDITION WOOD 1 OCCUPANCY CLASSIFICATION IL-3 RESIDENTIAL-SECTION 310 BUILDING CCOE 2 All interior walls to be covered with%"gypsum board with metal corner reinforcing. 1.A continuous load path between footings,foundations walls,floors,studs and roof FRAME CONSTRUCTION MANUAL USE D/VF_I.UfdG ANT-SECTION 310-310.2 U) Tape,float, and sand (3 coats). framing shall be provided. RAFTER SPACING 16" OIC 2 HEIGI-R TOTAL 244 � W 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board 2.Approved connectors,anchors and other fastening devices not Included in the 120 m p h FASTEST W IN D S P E E D FIRE AREA(sf) Z LU at garage side with 5' O"return on adjacent walls and ceiling Manufactured lumber Standard Building Code,Table 2306 1 shall be installed in accordance with 3 TEE OF SON WOOD FRAME DESIGN-1995 Z requires 2layers of 5/8",fire rated gypsum board. manufacturer's recommendations. ROOF ROOF N U M B E R 4 DESIGN EUEPoA PRESCRIPTIVE DESIGN-1995 MGH VMNJ EIXl'ION WF(Ivl O PITCH SPAN (ft) O F NAILS 5 FRAMING ELEMENTS SEE FLOOR PLANS AhD SECTIONS ;� Z 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 3. Metal plates,connections,screws,bolts,and nails exposed directly to the weather or 4:12 12 3 6 DESIGN LOAD SEE PG6&7 IX resistant gypsum board,or wall tile set on wonderboard or equal. subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 20 6 7 VNNDdvVAND DOOR SCFED JLE SEE PG 9 galvanized. O DESIGN LOAD CALCULATIONS 2q s BLOADPAIH SEEPG6&7 OJ 4.Where windows and doors interrupt wood structural panel sheathing and siding, 28 7 9 MNLIW,SCFEIX.LE SEE PG8 LL Ibsf) framing anchors or connectors shall be provided at the[op and bottom of cripple 32 8 10 EGRESS SEE PG Z MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ( studs,header studs,and at least one stud at each side of opening. 36 Ti PLUMBING RISER DIAGRAM NA EXTERIOR BALCONIES 60 5.1 2 12 3 12 FIRE PROTC-CIION NALU DECKS 1 40 5 Ridge straps shall be attached to each pair of opposing rafters except where collar 16 4 13 TRUSS DESIGN DRAWINGS NA ATTICS WITHOUT STORAGE 30 ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 20 4 O ATTICS WITH STORAGE 40 of rafters. 2a 5 14 ENERGY CALO- AMCNS SEE ATTACFED �/ ROOMS (OTHER THAN SLEEPING ROOMS) 40 6. Uplift connectors shall he provided at each rafter bearing. 28 6 �...� 32 7 SLEEPING ROOMS 30 7 Floor to floor hold-downs to be provided every 48, and every 16"within 4'of exterior 36 7 CRITERIA FOR CALCULATION OF DEAD LOAD corners 6'12 12 3 h 0 FYLp2 Y ACTUAL WEIGHTS CIAMATERIALS REFERENCED TO A.I.A. 15 3 P� "CE 0� ARCHITECTURAL GRAPHIC STANDARDS 8. SIII Plate to Foundation Anchorage. SIII plate shall be anchored to the foundation 20 4 �, ¢ , _ y•F with anchor bolts havinga min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 24 5 minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 28 5 SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 32 6 GROUND SNOW LOAD 45 lbs masonry foundations. Anchor bolts shall be located within 12 inches of corners and at 36 7 spacing not exceeding 4 feet on center. 7'1 2-12-12 1 2 2 O� fiasss+-t SEISMIC DESIGN CATEGORY B 20 q "0FE5510NN /� U. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 24 4 �� /a / oo WIND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 28 5 1 / r' E-I WIND SPEED 120 mph GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 32 6 w w EXPOSURE CATEGORY B GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 36 6 w a WINDOW AND DOOR SCHEDULE : • 7AW31 a A DOUBLE HUNG 4.61 _ 8.23 10 5 25.9 -34.7 30WB AWNING 1.3 5.2 10 4 25.9 -28.1 30 N o 0 C CW CASEMENT 5.7 12 20 5 24.7 -32.4 50 0 _ -- Z D 3 w Q Q A Vl A Pl Q � J � ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL v, > 2Zz .y. o CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. w z 0 COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED, AS PER E MEETS NY STATE EGRESS REQUIREMENTS Q TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. CUSTOM GRILLES - SEE ELEVATIONS a w WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6-0" SHALL BE 2 1/2 - # 8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" - #8 AT 12" O/C. TABLE 301.2.1.2 0 0 Z r It v 'ALL NARROLINE WINDOWS MUST USE: Of m 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT) z O o THE BUILDING SHALL BE DESIGNED AS APARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF a NEW YORK STATE. N co w w w z w U z ' 1 Z 1� 0 O O J LL z Z Q ` w pF NEW 2 a. rn� O 6 o� OFESSO 1 � J 0 LL O w w w w o RIDGE N K w RAFTER Q U - N USE RS250 AT 21" a O N w W z W A RAFTER/RIDGE/RAFTER WITH CT u a } KING STUDS q rn q m RAFTER - q LI > m J RAFTER I! STUD W RIDGE II' USP RT16 OR(2)RT7 - ( O f/� r II HEADER U O Z RAFTER TOP PLATE I'' '-' Z ' TOP PLATE I - III N USP RT3 USP RS250 AT 2P USP RS250 AT 18" ¢ Q I ril USP RT20 I USP RS250 AT 12" I li CONNECTION USP PRODUCT NUMBER O_ USP LS OR TMU SERIES WALL STUD ! - WALL SND -- JACK STUDSD A RAFTERIRIOGE/RAFTER WfRi CT' RS250 21" p RA FTER/RIDGEIRAFTER WITHOUT CT RS25021"+ LSSH179 �D B RAFTERIPL WlSTUD RT20 0 N Lil RAFTERIPLATE RT16 or(2)RT7 � PLATE/STUD RS250 18" C HEADERISTl1D RT3 Al RAFTER/RIDGE/RAFTER wio cT B RAFTER/PLATE/STUD B PLATE/STUD RAFTER/PLATE C HEADER/STUD HEADER/JACK HEADER/JACK STUD R525012" D FLOOR TO FLOOR KLFTA or R5250 3fi" F cO E STUDIPLATEISILL RS250 36" 1- STUDIPLATE RS250 16" a O PLATE/SILL MP6F Z F ANCHOR BOLTS STB16 W V V G POST ANCHOR FOR DECKS PAU SERIES d' M v POST ANCHOR FOR COVERED PORCHES CBE SERIES (D � O 1Y,3 OR 16"OIC COLI RTIES MIN Q Z O o � r Z Q � CD POST USE CBE 'IJIr" 1 P.C.FOOTING 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD -- - 1ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD W IIS G POST ANCHOR FOR COVERED PORCHES Z I . /'�I W 2ND.FLOOR PLATE 2ND.FLOOR PLATE VIII ISI III PLATE !I 1ST.FLOOR PLATE iy SUBFLOOR 1ST.FLOOR 'II O SUBFLOOR SUBFLOOR -- ' ' III SUBFLOOR RIM BOARD SUBFL Z RIM BOARD il ' I USP RS250 AT 36" _ USP RS250 AT 16" USP KLFTA ! - USP RS250 AT 36" O RIM BOARD RIM BOARD O 1ST.FLOOR TOP PLATES 1 ST.FLOOR TOP PLATES 'll DOUBLE SILL PLATE .I POST "I tr',r,N Ip 1� UL ILII DOUBLE SILL PLATE _ _ .V�':�i��` 9 1 USP MP6F r z 8 3 r I I ' I // 44"ry c 1 FOUNDATION WALL u, IIS' FLOOR WALL STUD -- FOUNDATION WALL AU Ip W 1ST FL USPP 1...? , w OR WALL STUD �- � 1ST FLOOR I I I 2 V / O 32 c P.C.FOOTING I 02- F 2 I O � '9 r 541 0I F ESS1 N 0 \ a 0 D FLOOR TO FLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS 0 U- O m p_ N H W w w o x Q a ADDITION EX5ITING v T z - - - a a M NQ -j PO + ( r z U O 2)(10 RIDGE BEAM G `" a, z a' F' < aae A DN A o N w NO o 2XIo RIDGE BEAM a o oC � wvv w DN 0 NOco Z NM 2X02 RIDGE M571IrS RIDGE p I I ❑ ❑ ❑ • II DN I J� U) w p z p W � I U • X z 04 LLl I"1 0 N z �-1 w ADDITION EX5ITING ROOF PLAN 1/411 = It-oil ,., ID REVISION II-1-01 u LL r� 3 v N �OA Y.+lwi 'Q. 0725 W LL i o N t o B c - - - ADDITION EX51TIN6 3 w a cai a > L --I�- L I -I 0 I R N Ca0, pql b"XIb" > m VENT 4' THK. POURED LONG. 6 SLAB OVER 4' THK. r POROIS FILL (NF1L z ., I ---- -------------- --- coo I -O I LOMPALTFD TO EARTH) I . ., a 'diff"': };3' r,'.. d a.•. I V ce Z .. ^ SECTION B r � I .• I I I 4' THK. POURED LONG. N 1/2° = 1'-On 6 L J I I SLAB OVER 4' THK I I p W I I POROUS FILL (YELL I -� I LOMPAGTED TO EARTH)- ' I i I Imo' I II 8'X 16' BLACK PIER ON II' I--- ----- ----------------- In I I VX'tiQ0' GONLRETE FOOTING 4 I > - ------------- 1- a0 � I w SHIM AS REQUIRED I r__---------- � r r— axe1GLn IRDER. a z n L I a"XIb"GONGRETE LU r r i I ': I r � � I PIER I I QZ � IO' X 10" LONLRETE PIER j I I la"X24" EXISTING 3" 5TL CAL O o VVtH 2' X XX r DEEP 8xl b VENT I ; I ,� I I ACCESS POURED COWL. FOOTING, CRAWL MIN. B' BELOW&RADE I SPACE TrP & PLACES I I N I I EXI5TIN6 (3)2X8 60 m IL--- ------------------ I _ B' POURED OR BLOCKED I :, ;. .: <;:. ,;.::..,-_ : ' NEW DBL 2"XS" FJ „ > LONG. WALL,WITH • -------,--t - I'-4' X 8' POURED LONG. FOOTING,MIN.9' BEIDW 6 I I Q lYl GRADE -ry I I r NEW 3" 5TL I = I 1= = I ;fl COLUMN ON L- (],) 2'X &' &IRDER L _JSi�n L L -J5��u L I I ® 18"X18"XI4" J BOLTED TO b'X&' POST I -i PG FOOTINGl VV 1/2' CARRIA&E BOLTS, I I W Irl'-7 ' I z I I U I I Z I I 1 0 EX51TIN6 Fri O BASEMENT �o IL------- ------------------ r z 7,7177,17.1 117,17,77-777=77,17 < ------------------------------ w O_ CF NEWT.. G 2� S EE9 G,S, , ADDITION EXSITIN6 FOUNDATION PLAN °Aao 0725°�P ` 1/4" = 1 '-011 - - LL OLo N AI REV15ION II-1-01 w 1- rn g a N ADDITION EXSITING (2)1- /4" X 4-1/2" LVL Z a N a w i �l O � 9 O Pel " Uj } Z -_ CARPORT J 0 DW OO < o 6_ J (2)1-5/4" X 9-1/2" L\/Lw PANTRY A r � ® A o L 00 00 O ®® " W 0 o -- �r (2)1-5/4" X 9-1/2" LVL BEORM w v r a 1 Ftq PM _ Y C7 � m 2668 � `� IVL IN6 RM o j 6b?8 FROF05ED ¢ o O 9 3)2X4 P05T t Z .9 (5)15/4" X Ilya" LVL FLU51H HDR coo 3068 N1/(2)%8'X11" 5TL FLT FLTS BTNlN HALLNU' PORCH r )2X6 POST �� l2)19i:' X Ih/e' I5'-3 LVL HDR POST LIVING ING RM ! ° EXISTING w ® w BEDRM U U O Z O 0 LLQ W W 2 G ADDITION EX5ITIN6 c,: �w S1�aeY�::� FIR5T FLOOR PLAN l Ina;�yn � O QI REV1510N II-1-01 W w o 0 M N ROOF CONSTRUCTION FIBERGLASS BASED ASPHALT COATED MINERAL SURFACED SELF SEAL 5H'NSLE5 ADDITION EXSITING 15 LB. FELT UNDERLAYMENT ON 5/8' THK. PLYWOOD SHEATHING ON ROOF RAFTERS T SPACED AT 16' O.G. 04 E F n N CEILING CONSTRUCTION v o 5/5" THK. TYFE -X, GYPSUM BOARD ON - _ .101519 SPACED AT 16' O.G. O - 3 Zi w ¢ a d W11 u/ 11 R Pr9 R-30 INSUL. FINISHED CEILING . _._.—.—.—.—.—.— m � Cl —.—.—.— o W -+ P0566 (2)1-5/4' X 9-1/2' LVL 8 PLACES m z } Z Z 9 PLACES O p 6' X 6" Acca. POST PANTRY � Z 1 8 PLACES Q l0 O f W (U W FINISHED FLOOR ._._._._._ PAU" 2X8)bIRDER 2X8 GIRDER 8 PLACES CRAWL 61X16" PIER : •.a FLOOR CONSTRUCTION FINISHED GRADE .� SPACE % 5/4-THICK SUBFLOOR CO ,�.• n • 2X6 F.J.SPACED a 16'O.G. ON0 i j 6j - r` rn. �• -•-r .w (3) 2X6 GIRDERS, FIBERGLASS INSUL. (R-19). O Z WALL CONSTRUCTION • EXSITING w v IO" DIA GONG. PEDESTAL ON SIDING ON 5/8" THICK TYPE-X, GYPSUM - BASEMENT O1 co 2'X2'XI' GONG. FT65. OR (BF-24) BOARD AND 15 LB. FELT UJDERLAYMENT f0 ANCHOR AND FOOTING FORM ON 5/6' SHEATHING OVER STUD vw.L (4 PLACES) (2X4'n AT 16" O.C)FULL THICK FIBERGLASS ,: Q Z o INSUL. (R-13), 1/2' THK. TYPE-X, GYPSUM 4' THK. POURED GONG. pp2 O o BOARD FINISH. SLAB OVER 4' THK. � ri POROUS FILL (re-1- t` SILL CONSTRUCTION ��Tm TO EARTH) z v M 2X4 SHOE ON SUBFLOOR 2" THK. 8"X16" BLOCK PIER ON co GONTINa WOOD HEADER (2J 2X6'8 2'X'2X IO' WWRETE FOOTING WOOD SILL (TREATED) ANCHOR WITH SHIM A5 REQUIRED 5/8' DIA. ANCHOR BOLTS AT 4' 0.C,. NEW 2'X12' RIDGE AND MAX. 12' FROM CORNERS. ADDITION EXSITING NBA 20X8" RK NEW 2"X5" RR ADDED 294 WALL UNDER RK 5EGTION A-A EXISTING 2'x4" RAFTERS 61 If—oil � z w _------ -. ,�2X8 W a 16'OG NEN 2X8 C.J a 16" Or, U HANGERS ('IYP) Z z NEW (3)1W X IIV LVL FLUSH HDR � � O W/(2)%"x ' STL FLT PLTS BTWN O �U. U. O LIVING RM Q w 25'-9" 0 O C, --� S EXISTING 2X8 FJ • 16" OG /c� 5S.•if;[rj�, L, ` EXISTING S(;")SIRDER 5EGTION G-G ' - o O N AI REVI510N II-1-01 Li Li o N