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Home My WebLink About37886-Z I Town of Southold Annex 4/17/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 f CERTIFICATE OF OCCUPANCY No: 36865 Date: 4/17/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 555 Summit Ln, East Marion, SCTM 473889 Sec/Block/Lot: 35.-8-5.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otTiced dated 3/15/2013 pursuant to which Building Permit No. 37886 dated 3/26/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SINGLE FAMILY DWELLING WITH UNFINISHED BASEMENT, ATTACHED TWO-CAR GARAGE AND COVERED PORCH AS APPLIED FOR The certificate is issued to Rogers, Maureen & Robert (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0010 02-04-2014 ELECTRICAL CERTIFICATE NO. 37886 03-10-2014 PLUMBERS CERTIFICATION DATED 04-08-2014 Pipe W rks of Long Isl d Inc Auth ' ed Signat e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE m ' SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37886 Date: 3/26/2013 Permission is hereby granted to: Gusmar Realty Corp 13-15 37th Ave Long Island City, NY 11101 To: Construction of a new single family dwelling as applied for. At premises located at: 555 Summit Ln, East Marion SCTM # 473889 Sec/Block/Lot # 35.-8-5.21 Pursuant to application dated 3/15/2013 and approved by the Building Inspector. To expire on 9/25/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,851.20 Total: $1,851.20 ZBuildingl Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 3))-D New Construction: r? Old or Pre-existing Building: (check one) Location of Property: J5 5 5xA ?1n n \Ai. ' Cat--\- YY\aAk -,2 House No. / gStreet Hamlet Owner or Owners of Property: vu S W CL bV Suffolk County Tax Map No 1000, Section 3 S Block Lot 2 Subdivision Filed Map. Lot: Permit No. 'JAI 9q (o Date of Permit. Applicant: Health Dept. Approval: Underwriters A proval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 559 ant Signature OF SOUjyolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 roger. riche rt(atown.southoId.ny.us Southold, NY 11971-0959 iroutffm N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gusmar Realty Address: 555 Summit Lane City: East Marion St: NY Zip: 11939 Building Permit 37886 Section: 35 Block: 8 Lot: 5.21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: KC Anderson Electrical License No: 4722-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X tat Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 35 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 3-combination smoke/co detectors, 2-exhaust fans, 1-200a transfer switch, 1-paddle fan, 10-ARC fault circuit breakers Notes: Inspector Signature: Date: March 10 2014 81-Cert Electrical Compliance Form.xls ~o~~Of SO(/lyo~ Town Hall Annex _ 54375 Main Road Telephone (631).765-lt02 P.O. Box 1179 G Pax (630.765-9502 - Southold. New York 11971-0959 BUILDING DBPARTMF-NT OF SOUTHOLD U I~ APR 16 2014 I'I --EE TIFICATION Date: Building Permit No. S~00(~cp Owner: wtJ 4~ Wj WrE#N 76~S (Please print) Plumber: ~ C d((~ 1'~ a ~_~l C(~nld~ C (Please print) I certify that the solder used in.the water supply system contains less than 2/10 of 10/0 lead. (Plumbers Signature) Sworn to before me this day of 20L_ Robin K. $heft No" v NO.Ot ew Yak Notary Public, County Owdilied in Suffolk My GommWW Expires o roof TOWN OF SOU HOLD BU LDING DEPT. 765.1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECPICAL (FINAL)r REMARKS: G~ ~Q/~/~ J may` 7 DATE/ INSPECTOR o'~MOF ~l~ j TOWN OF SOUTHOLD BUILDING DEPT, 765.1802 INSPECTI [ ] F DATION 1ST O [ FOUNDATION 2 [ ]ROUGH PLBG. ND [)INSULATION [ l FRAMING /STRAPPING [ ]FINAL [ FIREPLACE & CHIMNEY FIRERESISTANT [ ]FIRE SAFETY INSPECTION [ ] CONSTRUCTION [ ] ELECTRICAL R [ ] FIRE RESISTANT PENETRATION (R UGH) [ ] ELECT REMARKS: (FI AL) DATE , (p 3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ~x ] FOUNDATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND [ ] INSULATION ti !CC?y FRAMING / APPING FINAL FIREPLACE & FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "47!L DATE J-"S INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT N [ ] FOZ=11ON ON 1ST [ ROUGH PLEIG. [ ] 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS- 4 DATE Q ' INSPECTOR ,c,(, o~,~,OF SOUr'~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ) FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "Itc -O DATE Z~ ! INSPECTOR 1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [=H PLBG. [ ] FOUNDATION 2ND [ ATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( UGH) [ ]]ELECT AL (FINAL) REMARKS:, DATE Z1 ,Z0 INSPECTOR 2!!. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) REMARKS: -lot. DATE 03 INSPECTOR oorgjf S0(¢~o ;0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE/.YARKS: /gyp O-~ - DATE °7 / INSPECTOR o~,~,OF 8041y„ C TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: Vb DATE 7 INSPECTOR W' Robert and Maureen Rogers 555 Summit Lane East Marion, New York 11939 March 5, 2014 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Lot 13 Summit Estates - Section 2 At East Marion, T/O Southold, NY Property Location: 555 Summit Lane, East Marion, NY 11939 Attention: Building Inspector This letter is to inform and confirm with you that once "Spring Arrives" we- as new home owners in East Marion, will do a final grading of the property. Once that is done the property will be raked and seeded. Thank you for your assistance. Very truly yours. Robert Rogers FIELD NREPORT DATE COMENTS b) FOUNDATION (1ST) S. x y ' FOUNDATION (2ND) ' z VA o MEE N ti ROUGH FRAMING & MIN tA PLUMBING H - 3 7r t INSULATION PER N. Y. STATE ENERGY CODE 4 ato ' e-0 P rM FINAL - .L ADDTTIONAL COMAMNT IJ 2-i 13 ~ 6, /o /3 act alc' Got Fr`fr) m 03 6~/ _ - f dwc>!:Z 13 6 Gi.+~. 3 1 ~ e 8~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForLnet PE NO. heck t .Y.S Form D o ustees lood Permit mit Examined 20 L MR C 2 GV019 torm-Water Assessment Fonn NIMfI J N on ect Approved , 20 ail to Disapproved a/c 5!N, DFPT_ hone: Expiration 120 Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date M Arch I 1 , 20 13 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature ofap licant or name, if aco ration) rhol"915 G~. Wo/pert' 3/51A~~~orilve driohtFWbrltCriJNY (Mailing address ofappli t State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agleam AV- Oumer Name of owner of premises Ro berf Rogers d- miaurelen R qrs .~~Confi t (As on the tax roll or latest deed) Uendee,~ If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. TO be de-Aermined Other Trade's License No. I . Location of land on which proposed w rk ill be done: / 19 3 9 3'55 summfw Banc Ectsf- Marion) NY House Number Street Hamlet ' County Tax Map No. 1000 Section 3 Block 8 Lot 5• Subdivision StJrAM* ESi*'O ili. Filed Map No. 10'76 Lot 13 Sleft'Cn 2 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _ V0tO4wflf+ L mn C 111! h142(e/1}r b. Intended use and occupancy C - ,.7 1 n g Fe Ram / & O'Cs f derre. 3. Nature of work (check which applicable): New Building / Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost $,273r 000. 00 Fee /t A157. 60 (Description) ~fo be paid on filing this application) 5. If dwelling. number of dwelling uns___LNumber of dwelling units on each floor If garage, number of cars L 6. If business. commercial or mixed occupancy. specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 9. Dimensions of entire new ~~gqnstruction: Fronl-" t /I Rear 58 1 I 1 t Depth 56 1 Z Height 22' yt « Number of Stories I 9. SizeoflouFront 1311 i" Rear Z3~1 t Depth 1'701 Purchase 10. Date of PurehaseName of Former Owner ~ 11. lone or use district in which premises are situated R *o I?tsiddrnHa l 12. Does proposed construction violate any zoning law, ordinance or regulation? YES- NOJ!!!~ 13. Will lot be m-graded? YES-Z NO-Will excess fill he removed from premises? YES-NO ? 14. Numes of Owner of premises Address Phone No. Numeot'Architect DartO ddress_NOWSII1 N Phone No 9 535U Name ofContractor _r0 G dG Miflt(JlAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?'YES NO _Ale *IF YES, SOUTHOLD TOWN TRUS BEES & D.E.C. PERMITS MAYBE 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. (survey ene%sed) 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 1 IT. Are there any covenants and restrictions with respect to this property?* YES-NO ? * IF YES. PROVIDE A COPY. STATE OF NLW YORK) SS: COLINIIY OF ) L T I t 0 as C . WO JP15' ~ being duly swum, deposes and says that (s)he is the applicant (Name of individual signing contract) above named. (S)He is the /~Q{/J 4e AAW"IcGAi' (Cotllractor, 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 riled therewith. 'vygm to before me this F`n day of Mash 2013 Ql ~~1oS1_~);1,, Q. cp~ ELWg ~I':~ , U Notary Public No" Public ! 0 a 'Wm Nm of Applicant fNflo.. )1 93C6p7y QOnN11N1i0t? E>IplfpMoYM11Mr Tf."~ ~1~ Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: owner m ConsrltoM-eontracbr or ether Ielrob Orr) Property OWNEb NDIlrereM then Appl nq erf P. E. brsrl R o incisor e. ri a_tm; A""° Ides A: ro s RiLar. NJ Tebphom Y: r- Za~ Fu Y: I- Z7 O TaM = S- Fax s: O~•753 ! E-Mai: E• ail: CW c ouA e?1 iI)~rf Property Adana..: 5 1 . Eash Hari v4 Brief Dear ip ain of Construction Activity, Proposed structural BMPs, Sog s,e.T.Ill 7WO StahaSatio. BMPs, Project Soope and/or Sequence of Construction Activity Ol.bld ~ ~ ~i_ r ~~l _L IPmracsAfeoW PeOrrlkero) i ' Nrrreofeontracbr.dlw Canted Prevent Reepon.ible for lmpkrantetion of SWPPP: {COOYI7IR(Gr Robes nRo wFfh 1kt,t _ a ssoet -a~ttf do veib ms RIVer tVT WRf~'ssry_fAe c * Fec+ie-b. ~7a~ q~ E-Mail- _ 4, azlk ap~~( ~!!~c4vrl[s_ty - re-f- -ry Loff R_ Sftl/`/"rSIr~LG./_I.E~_!t'_ Name of Peraoro ReaponaiEle far Instnlln[bn 8 Mpintenance of Erosion Cantml Practlrx: i SctMe as above s FOB _~C-_/ Na[at~'!..d ri S ddreee: Coy~;~'fron__{Ip__ J'EIM'!f_SOiIS_ M T.I.phorpiS Favd. Jf!aVrl_ ~ 1-nc_Sub _ y to ,yr E-Mall: _1C_! [la? YSJ-n•_. _a!~J -era _yvel~ _ cjw~in~ _~QJE_~!n _ gen e rdalArea dal Total Am of taw clrxky rt~M R,r.?C C,/~ Project Parcels: 3422LV armor Ground bisbrbance: _ _ j «1_._____.____g _IN I/.oa) f5F.lao ) / l- Project OUraon: Start End (Anticipated) mt.; Dare: o d s -rs-r leis-r3 _a_frasi.b!c_fblL+rrnS_.x lranp.ra Ca~dray+l .f!Q_..~?t~.?_tt'!f_.Soil_.Cr'd_SIa!t Will this Project Disturbs five (5) or More Acres at Any Gas Time During the Proposed Development ? Yes No . If YES: Pies. Answ Into Folbwlrgl ' - a. Does the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate HOW Frequently the Site O List the NAMES or dasuiption of all Pctanftally Impae(ed Wehvbodiesandlm Waeande Inspectiore will Occur and for What Period of Time Yes No lVp!LtG__.._.. c. Does the SWPPP Adequately Identify All Temporary andfor Permanent Soil Slabalialion Measures? Yes No i. d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan ? Yes No Status of Popaeted Ware rbcdy: (*a- TMOL, 303(d) LIsIW, ImPaiKd_) - - e. Does the SWPPP Indicate Additional Site Specific Q Q Practices that Will be Utilized to Protect Water Quality? Yes No _ ^/•_A_ _ _ _ _ _ I. Has the Applicant Submitted a Completed DEC Notice Typeaf knpaeted Weterbedr. (eg. Lake, creek say. Pend, Sound. Frereenw .1n-...erervlasr.b_._ne....> _ ICI Of Intent and SW PPP Acceptance Form for Review = .i by the Town of Southold? Yes No /V. rr S1-A1"F. OF NEW YORK, COUNTY OF SS /Nl QS C • t/'f being duly sworn, deposes and says that heAhe is the applicant for Permit, That T , .......r. ..n . (Na.......me of Individual agm.j................,~.............. ~ na Dau.rent) And that he,/sheisthe .............A.5. And.Mt................. f_ totter • Contractor, Aeni, OapoaesoMw etc) . Owner and/or represwtative of the Owner or Owners, and is duty authorized to perform or have performed the said work and to make and file this application; that all statements contained 6 this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; q day of.. ....J.:..%.-.J .L~........ , 20-..3 ublic l../%f ...f ( ~yG( Notary Public:* (Signature of Appliont!) SWPPP Assessment FORM:-- 0342 a MjwY Pow- VA" M Ibr,111illill datlMdiAm ~ K~.w' . , ~o~~OF SOl/r~o6 . Town r 41 Tdepbow (631) 765-1802 Road P.O. Box 1179 . rQ er• (IS3 7G soud)OK NY 11971-0959 OCT 1 7 2013 BUILDING DFPAR11UNI TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTI N BH°C NUT r/c-=a7r. 0! SoN r F REQUESTED Wi Date: Company Name: WAW-VAJ F Name: ~W4/F- Aw5w License No.: -7 Air Address: . /130)( /4 / e Phone No.: S16 -2~6 _ 3S- JOBSITE INFORMATION: (Indicates required information) *Name: *Address: 7 *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section:S Bock: Lot TW'- `BRIE/~~ F~SCRiPjION OF WORK (Please Print Clearly) . (Please Circle All That Apply) *Is job ready for inspection: ?YE NO ough In Final *Do you need a Temp Certificate: O Temp Information (11 ded) *Service Size: 1 Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connect ndergrotmd Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION *V/\. Nb c 1- Y 82J2equest for Inspection Form YOUNG & YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer _ DOUGLAS ADAMS, Professional Engineer ROBERT C. TAST, Architect February 12, 2014 lii f L`i FEB 14 2014 0-7 &6 k Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, New York 11971 RE: ROBERT H. ROGERS & MAUREEN A. ROGERS Lot 13, "Summit Estates, Section 2" at East Marion, Town of Southold (13-0016) Dear Sir or Madam: Enclosed is one (1) print Final Survey, last dated January 31, 2013 bearing the SCDHS stamp of approval dated February 04, 2014. We understand that submission of this document enables you to complete your review of this application. Kindly forward the Certificate of Occupancy to us at your earliest opportunity. Very truly yours, Thomas C. Wolpert TCW/dc Encl. Planning Engineering Land Surveying Thomas C. Wolpert, P.E. 315 Windsor Avenue Brightwaters, New York 11718 631-727-2303 March 15, 2013 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: ROBERT ROGERS & MAUREEN ROGERS Lot 13 "Summit Estates, Section 2" at East Marion, T/O Southold, NY (13-38) SCTM No.: 1000-35-8-5.21 Dear Sir or Madam: Enclosed are the following items: 1. application fee -applicant's check no. 2225 payable to 'Town of Southold' in the amount of $1,257.60, 2. one(1) -Application for Building Permit, 3. four(4) prints - Building Permit Survey (Sheets 1-3 of 3) dated Jan. 31, 2013 with one(1) set bearing the SCDHS approval dated Feb. 19, 2013, and 4. four (4) sets - Building Plans. We understand that submission of these documents enables you to commence review of this application. Page 2 March 15, 2013 If you have any questions or require any additional information, please contact us at your earliest opportunity. Thank you for your assistance with this application. Very truly yours, '0~ Thomas C. Wolpert TCW/cw Encl. cc. Mr. Robert Rogers + encl. Mr. John Taggart + encl. Thomas C. Wolpert, P.E. 315 Windsor Avenue Brightwaters, New York 11718 631-727-2303 L MAR 18 2013 March 16, 2013 BIN, DF, f. TN' D`SOUIHD!D Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: ROBERT ROGERS & MAUREEN ROGERS Lot 13 "Summit Estates, Section 2" at East Marion, T/O Southold, NY (13-38) SCTM No.: 1000-35-8-5.21 Dear Sir or Madam: Enclosed is the completed Storm Water Pollution Prevention Plan Assessment Form, for your review. Kindly include this form with the application package filed with the Building Department on March 15, 2013. If you have any questions, please contact us. Very truly yours, C. aloes Thomas C. Wolpert TCW/cw Encl. cc. Mr. Robert Rogers + encl. Mr. John Taggart + encl. Thomas C. Wolpert, P.E. 315 Windsor Avenue Brightwaters, New York 11718 631-727-2303 March 29, 2013 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, New York 11971 RE: ROBERT ROGERS & MAUREEN ROGERS Lot 13 "Summit Estates, Section 2" at East Marion, T/0 Southold, NY (13-38) Dear Sir or Madam: Enclosed is the applicant's check no. 2240 in the amount of Five Hundred Ninety Three Dollars and Sixty Cents ($593.60) payable to Town of Southold. We understand that submission of this fee enables you to issue the building permit. Thank you for your assistance with this application. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Robert Rogers + encl. Mr. John Taggart + encl.i ~n b NOTE Young & Young pin 400 Ostrander Avenue, Riverhead, New York 11901 € i AREA = 31,171 5Q. FT. 631-727-2303 N • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN Howard W. Young, Land Surveyor Mila Lot I I THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY Thomas C. Wolpert, Professional Engineer Subdivision - 2I, 2002 AS FILE NO. 10'168. Douglas E. Adams, Professional EngineerP "Summit Estates, Section 2" / • VERTICAL DATUM = N.S.V. DATUM (M.5L. 1929) Robert C. Tact (Dwelling W/ Public Water) / , Architect 0 W s \ HEALTH DEPARTMENT USE SUFFOLK 9 COUNTY DEPARTMENT OF HEALTH SERVICES 3 1 \o PERMIT FO R AppROVAL OF CONSTRUCTION FOR A 0 3 - SI1tGLE FAI>IILY RESIDENCE ONLYj6 a~ FEB 1 9 2013 i DATA H. EF. No. /2 - GrilQ as ' So~ ApPROVEO 01 Lot 10 , Ot\~ ofr `~\orusa r~ Subdivision - U0 FDI; MA„ F BEDROOMS X22 3 \\O~~p,Oti\ 115ummit Estates, Section I" Q WF EXPIRES THR YEARS FROM DATE OF APPROVAL 111101 x D\ \0 g Suffolk County File No. c1426 W C" N Q NO ~O,I,O ? Q~ \S/ (Dwelling W/ Public Water) N ~;j @g SURVEYOR'S CERTIFICATION RI~fa lQ j 14127 V131, 00 pFq~ X&I \G- U il , g O\~~ +11.11 +1436 i It 0 139 100 , 4954 At f +l Lot 13 10.1 { \/MG.L V(.1. { sSy3. S ~O B 439 ` ~ ,(JP HOWARD W. YOUNG, .S. L.S. . 45893 C' JrL},: ey 1 `b. 6" mss( 4 u["ry 11 \10,6 'q~ Y~.41 LAN 1?15 `ti £C~R ES a ,L. 8 /P 10.1110. t'B6 °j•. i• 9., o m~ 6M SURVEY FOR y1 +10.95 a; s Q° +1401 TEST HOLE ROBERT ROGERS a ? +14e4 O, 14 . 11~i`6 '~//~~~~C~ EL=14.0 0.01 M/"I~.GIt ~~V~/v7G1~.7 1~2k 6 0 969 \;r \kQ;' TOPSOIL LOT 13 "SUMMIT ESTATES SECTION 2" ~JJ 1.01 IQ ~o A LOAM At East Marlon, Town of Southold 12 a, Suffolk County, New York Opo \V\ County Tax Map ol6ermel000seoeMm 35 5No~08 La 5.21 SAND 4 F@,,,J u0 oy off, `~\Ot GRAVEL BUILDING PB b4IT SURVEY V 6i, V\J\g V~ \ 0 10~'Oti,P/ SW EL=4.0 10.0' 1 . i~p .0 9J4 + \w n~ SAND b 3 + \ ~o GRAVEL MAP PREPARED 0 639 v` JAN. 31, 2013 01 2 1"1.01 SCALE I"= 50' I e ; - MOUUMENT SET - MONUMENT FWND - STM<E SET A- STM<E FWND > ` JOB No. 2013-0016 of 3 € DWS. 2002-02-19\2013-00I6_bP~ s Young & Young ~ 1 400 Ostrander Avenue, Riverhead, New York 11901 8$i SANITARY MEASUREMENTS 631-727-2303 yj N A B Howard W. Young, Land Surveyor 6 p Lot II / Thomas C. Wolpert, Professional Engineer I• Subdivision - ST Iq' 37' Douglas E. Adams, Professional Engineer 9£. "Summit Estates, Section 2" / LPI 30' 46' Robert C. Tast, Architect €I" LP2 241.5' 33.5' o W *"E NOTE a DO $ AREA = 37,771 SQ. FT. g a ~i t~ o • 5UBDIV15ION MAP SUMMIT ESTATE5, 5EGTION 2" FILED IN s m THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON o S LU MAY 21, 2002 AS FILE NO. 10"168. €jY z SG 12J r,;j -Lot 10 n F FRAIb OR 82 r ~l Subdivision - ki Y m 01 3 X0'4 \g\p<`~G $ Summit Estates, Section I r7 0 O `~S usa Suffolk County File No. 9426 - SURVEYOR'S CERTIFICATION ~g \ gtp' qj0 x.79, y ? 1 3 c a WE HEREBY CERTIFY TO ROBERT H. R0GERS, t \3 - a o MAUREEN A. ROGERS, ULSTER SAVINGS BANK, \ \Y' dp? 4$ - :t 1 Q 3: v ISAOA & STEWART TITLE INSURANCE COMPANY Q 3 Ito THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE ` CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW 90,i~ I YORK STATE ASSOCIATION OF PROFESSIONAL = 3 a u SURVEYORS. - ° o ` _ 8 Lot 13 e cl "p Q. \D ~z~7-~~.c Q 0k, HOWARD W. YOUN6, N.Y.S. L.S. NO. 458413 e T 9 T p AP~ s SURVEY FOR ° s Ilk o%,?,~ © ROBERT H. ROSER5 i 1a 9 MAUREEN A. RO6ER5 ° p o, °6 0 LOT 13 "SUMMIT ESTATES, SECTION At East Marion, Town of Southold Suffolk County, New York gs C~~o Op o o~ county Tax Map metmaI000 9; von 35 eiak08 Lot 5.21 ~ e\h FINAL SURVEY ~a \vp 4'b FINAL SURVEY DEC. 13, 2013 g~3 n ,`~'ig FOUNDATION LOCATION AUS. 20, 2013 -b 3 ADDED CERTIFICATIONS NAR. 14, 2013 l£. 101MAP PREPARED JAN. 31, 2013 i 1 011W eb9 \ SCALE I"= 50' 1P ` I Q - MONUMENT SET MONUMENT FOUND D STAKE SET - STAKE FOUND JOB No. 2013-0016 OF I U DWb. 2002_021q\2013_001629 Up ell- N / Lot II 5ANI 5ubdlvision - 51 "Summit Estates, 5ection 2" / LF W E \ \ Lf o \ 7 S -Lot IC Y ` BC4IIMG / \'y x"pt ``TrtANSFOMns: r~ 5ubd1v151C ~`g~0ry00 0$ "Summit Estates, \ `O ~0y, p ??S ,~y~ a 5vffolk Gounty FII `4P 0 ~ 7 € Lot 13 a.as' r(~ A INI 0s • v. i~ •y f s po/1~/J~+ ~ • \ 'e~. o. 4' \ 11 `O ~ os~~ v le n 1~qy Q -MONUMENT SET M-MONUMENT FpIND D -STW(E SET 10 STpI(E FOUND REScheck Software Version 4.5.0 Compliance Certificate Project Rogers Residence Energy Code: 2010 New York Energy Conservation D EC E ~ M v E Location: Suffolk County, New York D Construction Type: Single-family Project Type: New Construction MAR 2 0 2014 Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 1,565 f1:2 Glazing Area 11% BLDG. DEPT. TOWN OF SOUTHOLD Climate Zone: q Permlt Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 555 Summit Lane Dario Pasquariello Lot: 5.21 BI: 08 Dario Architecture & Design, LLC East Marion, NY 709 Atlantic City Blvd. Beachwood, NJ 08722 Compliance: Passes using performance alternative Compliance: 7.2% Better Than Code Envelope Assemblies Assembly Gross Area Cavity Cont. Glazing or R-Value R-Value or Door JA Perimeter J-Factm Ceiling 1: Flat Ceiling or Scissor Truss 1,565 30.0 0.0 0.035 55 Wall 1: Wood Frame, 16" o.c. 582 13.0 0.0 0.082 40 Orientation: Front Window: 12" SL: Wood Frame, Double Pane 7 0.280 2 Orientation: Front Window: 3049: Wood Frame, Double Pane with Low-E 28 0.280 8 Orientation: Front Window: N010: Wood Frame, Double Pane with Low-E 6 0.280 2 Orientation: Front Window: CTR2410: Wood Frame, Double Pane with Low-E 2 0.280 1 Orientation: Front Window: 4045: Wood Frame, Double Pane with Low-E 18 0.280 5 Orientation: Front Window: AFC21: Wood Frame, Double Pane with Low-E 7 0.280 2 Orientation: Front Window: ETC& Wood Frame, Double Pane with Low-E 3 0.280 1 Orientation; Front Door: 3068: Solid 20 0.200 4 Orientation: Front Wall 2: Wood Frame, 16" o.c. 441 13.0 0.0 0.082 34 Orientation: Right side Window: 3049: Wood Frame, Double Pane with Low-E 28 0.280 8 Orientation: Right side Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\ backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 1 of 8 Assembly Gross Area Cavity Cont. Glazing . Door UA Perimeter U-Factor Wall 3: Wood Frame, 16" o.c. 582 13.0 0.0 0.082 38 Orientation: Back Window: 3049: Wood Frame, Double Pane with Low-E 57 0.280 16 Orientation: Back Window: 2840: Wood Frame, Triple Pane with Low-E 11 0.280 3 Orientation: Back Window: AP42V: Wood Frame, Double Pane with Low-E 16 0.280 4 Orientation: Back Door: 6068: Glass 40 0.280 11 Orientation: Back Wall 4: Wood Frame, 16" o.c. 441 13.0 0.0 0.082 36 Orientation: Left side Window: 2030: Wood Frame, Double Pane with Low-E 6 0.280 2 Orientation: Left side Floor 1: All-Wood joist/rruss:Over Unconditioned Space 1,565 30.0 0.0 0.033 52 Furnace 1: Forced Hot Air 95 AFUE Air Conditioner 1: Electric Central Air 13 SEER Mechanical Equipment Description Forced Hot Air Gas 95 AFUE Electric Central Air Electric 13 SEER Compliance Statement: The proposed building design described here is co epp~ddth~ K ding plans, specifications, and other calculations submitted with the permit application. The proposed buildin et the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5 co Ad atory requirements listed in the REf; k lnspection,ecklist. Name - Title Signa pate Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\_backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 2 of 8 REScheck Software Version 4.5.0 J Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 36.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-inspect lon/Plan Review Plans Verifled Field Vermeil Value Value Complies? Comments/Assumptions & Re ID 103.21 Construction drawings and ?Complies Requirement will be met. [PRIl documentation sufficiently ?Does Not demonstrates energy code compliance for the building ?Not Observable envelope. ?Not Applicable 103.2, Construction drawings and ?Complies 403.7 documentation sufficiently ?Does Not [PR3]1 demonstrates energy code .i compliance for lighting and ?Not Observable mechanical systems. Systems ?Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ?Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ?Does Not on loads per ACCA Manual ] or IV other approved methods. Cooling: Cooling: ?Not Observable Btu/hr- Btu/hr ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\_backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 3 of 8 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ?Complies Requirement will be met. [FO11]2 protection. ?Does Not J ?Not Observable ?Not Applicable 403.8 Snow melt controls. ?Complies [FO12]2 ?Does Not U ?Not Observable ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\ backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 4 of 8 Section Plans Verifled Field Verified # Framing / Rough•In Inspection Complies? Comments/Assumptions 402.4.4 Fenestration that is not site built ?Compiies Requirement will be met. [FR20] is listed and labeled as meeting ?Does Not y, AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ?Not Observable 400 that do not exceed code ?Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ?Compiies Requirement will be met. [FR16]' sealed at housing/interior finish ?Does Not y/, and labeled to indicate &It;= 2.0 cfm leakage at 75 Pa. ?Not Observable ?Not Applicable 403.2.1 Supply ducts in attics are R-- R-- ?Compiies [FR12] insulated to R-8. All other ducts R_ R_ ?Does Not e, in unconditioned spaces or - outside the building envelope are ?Not Observable insulated to R-6. Not applicable if ?Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, ?Compiies [FR13]1 air handlers, filter boxes, and ?Does Not d, building cavities used as return ducts are sealed. ?Not Observable ?NOt Applicable 403.2.3 Building cavities are not used as ?Compiies [FR1513 ducts or plenums. ?Does Not ?NOt Observable ?Not Applicable 403.3 1 abHVAC ove piping conveying fluids R-- R-_ ?Complies [FR17] above 105 OF or chilled fluids ?Does Not d, below 55 OF are insulated to R-3. ?Not Observable ?Not Applicable 403.4 Circulating service hot water R- R- ?Complies [FR16]2 pipes are insulated to R-2. - ?Does Not N/ ?Not Observable 403.5 Automatic or gravity dampers are ?Not Applicable [FR19]= installed on all outdoor air ?Complies Requirement will be met. intakes and exhausts. ?Does Not U, ?Not Observable ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\_backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 5 of 8 2010 New Enerrk Insulation Inspection Complies? Comments/Assumptions 303.1 All installed insulation labeled or ?Complies Requirement will be met. [IN1312 installed R-values provided. ?Does Not H' ?Not Observable ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:Lbackup \(Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 6 of 8 Section 7! Final Inspection Provisions Plans Verified Field Verified Complles7 Comments/Assum & Re .ID Value Value ptlons 402.4.2. Building envelope tightness ACH 50 ACH 50 ?Complies Requirement will be met. 402.4.2.1 verified by blower door test result []Does Not [FI17]1 of &It;7 ACH at 50 Pa. This u requirement may instead be met []Not Observable via visual inspection, in which []Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ?Complies Requirement will be met. [FI81 gasketed doors and outdoor []Does Not combustion air. Avi, []Not Observable []Not Applicable [F1411 403.2.2 Duct tightness via post- _cfm _ cfm ?Complies [Fl4] construction with maximum []Does Not y, leakage of 8 cfm to outdoors, or 12 cfm across systems. For []Not Observable rough-in tests, verification may []Not Applicable need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ?Complies [F]9] installed on forced air furnaces. []Does Not J []Not Observable []Not Applicable 403.12 Heat pump thermostat installed ?Complies [FI10] on heat pumps. []Does Not U []Not Observable []Not Applicable 403.4 Circulating service hot water ?Complies [FI11]2 systems have automatic or []Does Not v accessible manual controls. []Not Observable []Not Applicable 403.9.1 Readily accessible switch on ?Complies [FI12]3 heaters for swimming pools. []Does Not []Not Observable ?NOt Applicable 403.9.2 Timer switches on pool heaters ?Complies [FI19]3 and pumps are present. []Does Not u []Not Observable []Not Applicable 403.93 Heated swimming pools have a ?Complies [Fl20] cover. Covers on pools heated []Does Not over 90 QF are insulated to R-12. []Not Observable []Not Applicable 401.3 Compliance certificate posted. ?Complies Requirement will be met. [114 ] []Does Not []Not Observable []Not Applicable 303.3 Manufacturer manuals for ?Complies [FI18]3 mechanical and water heating []Does Not y, equipment have been provided. []Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Ter 2) 3 Low Impact (Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\ backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 7 of 8 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\_backup_~(Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS`rogers.rck Page 8 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 13.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & DDoor Rating U-Factor SHGC Window 0.28 0.24 Door 0.28 0.24 Cooling Heating & Forced Hot Air 95 AFUE Electric Central Air 13 SEER Water Heater: Name: Date: Comments ~F WIND LOAD SNOW LOAD DLS NEW CONSTRUCTION FOR WIND L I. BASIC WINE 1. BASIC WIND SPEED (3 SECOND GUST) MIN REVISIONS: DRAWING SYMBOLS ELECTRICAL SYMBOLS USE GROUP R-5 w1ND S1 WIND SPEED- 120 M.P.H.@33FT. ABOVE GROUND SNOW LOAD: 2511,02 GRADE BUILDING CATEGORY:1 NO. DATE DESCRIPTION TYPE OF CONSTRUCTION 5-13 DRAWING TAGS =9t DUPLEX RECEPTACLE SWITCH GRADE 'e 3- WIRE 220V RECEPTACLE E 61 SWITCH-3 WAY Y. WIND IMPO 2. WIND IMPORTANCE FACTOR, I, AND BUILDING IMPORTANCE FACTOR (SHOW LOAD= IC 1 CATEGORY ( ) E 1^' SWITCH -4 WAY CATEGORY ROGERS RESIDENCE Iw=tat Iw=1.00 BUILOING CATEGORY I 2 ELEVATION REFERENCE QUADIRAPLEX RECEPTACLE SQST FLOOR AREA CALCULATIONS 1,565 SF X DRAWING NUMBER ® FLOOR OUTLET +s~ SWITCH-TIMER BYRD a.wINaos( EXPOSURE FACTOR =.9 (EXPOSURE CATEGORY C) 3 3. WIND EXPOSURE GARAGE ARE XXX ROPENER y SWITCH - PILOT LIGHT MARION, NEW YORK EXPOSL EXPOSUREC THERMAL FACTOR: CI= 1.0 (AS PER ASCE 7.95 TABLE 7-3) 4 GARAGE AREA 660 SF M OVERHEAD GARAGE DOOR OPENER ;#I SWITCH - DIMMER 5 TOTAL LIVING AREA 1,565 SF X SECTION REFERENCE TELEPHONE RECEPTACLE -GENERAL NOTES 6 TOTAL VOLUME AREA 47,626 CF XXX DRAWING NUMBER COMPIUTERIDATA RECEPTACLE "ACLE ~P FAN SWITCH (SPD CONTROL) -GEN1 lSDaca SMOKE DETECTOR I CARBON MONOXIDE DETECTOR ION - CABLE TV RECEPTACLE 1. ALL GENERAL CONCRETE NOTES -ENERGY CODE COMPLIANCE RESIC 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL 7 RESIDENTIAL CODE12009, NATIONAL STANDARD PLUMBING CODE/2009, NATIONAL a .CTOR WI BLED' ELECTRIC CCOE/2008, INTERNATIONAL ENERGY CONSERVATION COOE12009, 9 X DETAIL REFERENCE *S,D, HARDWIRED SMOKE DETECTOR W/ TOTAL ATNO AREA 2,2455E XXX DRAWING NUMBER BATTERYBACK-UP XXCM EXHAUSTFAN 1. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1. WALL SECTION (U REQUIRED) INTER THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE(ACI 31B) BUILDING CODE OUTSIDE AIR FILM .17 AMER INTERNATIONAL MECHANICAL CODE12009, INTERNATIONAL FUEL GAS CODEI2009, AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 10 VENTILATION REQUIRED 14.9 SF TOR WI Q RECESSED WALL WASHER FOR REINFORCED CONCRETE, LATEST AMENDMENTS. SIDING 02 FOR( FOR ONE AND TWO FAMILY DWELLINGS AND ALL RELATED NY STATE CODES AND BnD HARDl7VIRE0 HEAT DETECTOR WI BATT INSULATION 13.00 ADOP ADOPTED AMENDMENTS. WORK SHALL ALSO COMPLY WITH ALL STATE, FEDERAL AND WALL TYPES PLAN SYMBOLS BATTERY BACK-UP O RECESSED DOWNUGHT CEILING MOUNTED LIGHT FIXTURE 2. THE MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS AND REQUIREMENTS: BUILDING PAPER .12 LOCA LOCAL CODES, REGULATIONS, REQUIREMENTS, CONDITIONS, VARIANCES, AND ORDINANCES APPLICABLE, AND THE MINIMUM STANDARDS SET WITHIN THESE EXIST, STUD WALL (3) 2X4 UNLESS OTHERWISE NOTED UNDER CABINET LIGHT FIXTURE PORTLAND CEMENT ASTM C150 INS"GEPSAIR FILM UMBOARD ,65 CROP .45 READY MIX CONCRETE ASTM C34 SPEC SPECIFICATIONS. TO REMAIN ~ (3) 2%6 UNLESS OTHERWISE NOTED 4 WALL IMOUNTED LIGHT FIXTURE (TUBE + FAN AGGREGATE ASTM C33 112" PLYWOOD EXTERIOR SHEATHING .67 2. THE GENERAL CONTRACTOWOWNER SHALL VERIFY ALL DRAWING AND FIELD EXIST. STUD WALL 3,5" STEEL COLUMN UNLESS FLOOD LIGHT +FFAN LIGHT WITH FAN DEFORMED BILLET STEEL BARS ASTM A615 2. THE WELDED WIRE MESH ASTM A165 TOTALR 16.01 DIMEP DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND SHALL TO BE REMOVED OTHERWISE NOTED TOTALU = 1116.01 .062 NOTIF NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR QUESTIONS. ARCHITECTURE (DESIGN -ARROWS LIST OF DRAWINGS NEW STUD WALL % POINT LOAD ABOVE INDICATE CEILING MOUNTED DIRECTION EXIT OF SIGN EGRESS WITH IIGN-ARROWS C EILING MOUNTED EXIT SIG N- 3. PORTLAND CEMENT SHALL BE TYPE I A; MAXIMUM AGGREGATE SIZE SHALL BE 314". :GRESS WITH DEFORMED BILLET BARS FOR CONCRETE REINFORCEMENT SHALL BE GRADE 60, ADD 2. ROOF ASSEMBLY (R REQUIRED) 3. THE 3. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR DEVIATIONS, SUBSTITUTIONS, OR EXIST. BLOCK TO REMAIN BEAM BATTERY BACK UP MIXTURES SHALL NOT BE PERMITTED. OUTSIDE AIR FILM .66 CHAN 200 AMP ELEC. SERVICE PANEL BATT INSULATION 38.00 APPR CHANGES FROM THIS DRAWING OR SPECIFICATION UNLESS THE ARCHITECT FORMALLY Al COVER SHEET,NOTES, FRAMING CHECKLIST, & SYMBOLS EXIST. BLOCK TO BE Q REVISION TAG 4. CONCRETE SHALL DEVELOP A COMPREHENSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS 1/2" GYPSUM BOARD .45 APPROVES CHANGES IN WRITING. 11 A2 FOUNDATION PLAN, WALL SECTION, & DETAILS REMOVED FLUORESCENT LIGHT FIXTURE WIRE CEILING FAN AND HAVE A MAXIMUM SLUMP OF 3". INSIDE AIR FILM .68 4. THE 4. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL METHODS OF A3 FIRST FLOOR PLAN & DETAILS NEW BLOCK WALL CMU FILLED SOLID IIICCC... VVV CONS CONSTRUCTION AND SHALL ADHERE TO ALL SAFETY STANDARDS AS DICTATED BY A4 ELECTRICAL PLAN, ROOF FRAMING PLAN, &DETAILS 77777 A5 ELEVATIONS NEW BRICK VENEER V H7T-5 BY -SIMPSON" 4=11 WALL, MOUNTED EMERGENCY LIGHT 5. PROPORTIONING OF THE CONCRETE MIX SHALL BE BY THE SPECIFIC GRAVITY METHOD. TOTALR 139.81 O.S.H. iNCY LIGHT ° FLUORESCENT CLOSET LIGHT TOTAL U -V38.81 .025 FOR E O.S.H.A. AND FIELD CONDITIONS. OWNER AND ARCHITECT SHALL NOT BE RESPONSIBLE FOR ENFORCING OF ANY REQUIREMENTS Asa ELEVATIONS WITH BATTERY BACKUP 6. ALL FOOTING DESIGNS ARE BASED ON A MINIMUM SOIL BEARING CAPACITY OF 3000 PSF. IN CAR MOUNT IN CABINET IF CONDITIONS ARE FOUND TO BE DIFFERENT, THE ARCHITECT IS TO BE NOTIFIED IN 3. FLOORS OVER UNHEATED SPACES (R REQUIRED) 5, ALL 5, ALL PRODUCTS SHALL BE SIZED, INSTALLED, AND FINISHED IN STRICT ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS OF THE MANUFACTURER AND APPROVING GFCI GROUND FAULT INTERRUPT PT WRITING PRIOR TO CONSTRUCTION FOR NEW FOOTING DESIGN. PLYWOOD FLOOR .93 WITH CH COUNTER HEIGHT BATT INSULATION 30.00 TEST TEST LABORATORIES. ALL RECOMMENDED ACCESSORIES AND TECHNIQUES SHALL BE COMPLY WITH ALL CODES OF WF WATER PROOF RECEPTACLE CLE PC PULL CHAIN CARPET AND PAD 1.23 UTILQ UTILIZED, AS REQUIRED, SO AS TO INSURE COMPLETE PERFORMANCE OF THE PROD TOTALR 312.16 MAID PRODUCT. ALL PRODUCTS SHALL BE INSTALLED TO CARRY MAXIMUM AVAILABLE MANUFACTURER'S WARRANTY FOR THE INSTALLATION. APPROVED AS NOTED NEW YORK STATE & TOWN CODES ~-{~p/ AS REQUIRED AND CONDITIONSOF TOTAL U -1132.16 .031 4057 ROUTE 9 NORTH #159 DATE: Lg 1 / 3.P.4 3 T z SOUTHOLD TOWN ZBA 6,ALL 4. WINDOWS TO HAVE U-FACTOR NO GREATER THAN 0.5 (BTU 1(HR FT `F)) AND: 6,ALL CONTRACTORS SHALL PERFORM THE WORK AS DESCRIBED IN THE DRAWINGS HOWELL, NEW JERSEY 07731 AND SPECIFICATIONS HEREIN. ALL WORK SHALL BE COMPLETED TO THE FULL INTENT T:(908)-247-5350 -ELECTRICAL NOTES OF TH OF THESE DESIGN DOCUMENTS. SHOULD ANY QUESTION AS TO COMPLETION F:(732)-358-0236 FEE: ~G 2v BY: aE-z 20- :t SOUTHOLDTOWNPLANNINGBOARD 5. DOORS TO HAVE U-FACTOR NO GREATER THAN 0.6 (BTU I(HR FT `F)) REQU REQUIREMENTS ARISE, THEY SHALL BE BROUGHT FORTH IN WRITING TO THE OWNER pARIOL PASQUARIELLO. R.A. ALA. NOTIFY BUILDING DEPARTMENT AT IVE. 1. SYMBOLS SHOWN ARE TO SUGGEST THE TYPE OF FIXTURES TO BE 6, ALL CONSTRUCTION TO CONFORM WITH ICC MODEL ENERGY CODE 2009. CRAP OR ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. NJ LICENSE NO. AI 17852 765-1802 8AM TO 4PM FOR THE SOUT WNTRUSTEES ADMINISTRATIVE: THE ARfCiHITECT/ENGINEER HAS NOT BEEN FOLLOWING INSPECTIONS: N.Y.S. DEC INCUMBENT ON THE CONTRACTOR TO TO R HAS NOT BEEN RETAINED FOR THE SUPERVISION OF WORK & IT REMAINS INSTALLED. ALL 7. ALL WORK SHALL BE PERFORMED BY LICENSED BUILDING TRADES WHERE NY LICENSE NO.003090 1. FOUNDATION -TWO REQUIRED ARCHITIECTIENGINEER OF ANY DISCREPAN, RACTOR R TO TO TAMES OR CH BUILDING THE DEPARTMENT OR THE 7. ALL EXTERIOR JOINTS AROUND PLANS. Z ALL LIGHT FIXTURES SHALL BE AS SELECTED AND/OR APPROVED BY THE OF W WALLSALLS,, , ROOFFS S A AND D FLO FLOORRS S SHALL SHALL BE BE CAULKEDCAULKED & SEALED EALED Wl WI AN AN APPROVED APPROVED ELASTIC CERT DOORS, UTILITY PENETRATIONS AND INTERSECTIONS APPt NG OR CHANGES ANY DISCREPANCIES ELASTIC CER" TIONS APPLICABLE. ALL CONTRACTORS, AND SUBCONTRACTORS, SHALL PROVIDE A EMAIL. NO OPA4050oe 08 ELLO@GMAILCOM CERTIFICATE OF INSURANCE FOR THE PROJECT. FOR POURED CONCRETE DO NOT PROCEED W?TH NO WORK IS TO BE STARTED UNTIL A BUILD HAS BEEN UREDA REQUIRED OWNER. O ED UNTIL A BUILDING PERMIT HAS BEEN SECURED AS BY THE CAULKING COMPOUND. 2. ROUGH - FRAMING & PLUMBING FRAMING UNTIL SURVEY GOVERNING AGENCIES. 'ERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE 3. VERIFY EXACT LOCATION OF ELECTRICAL DEVICES PRIOR TO B. RECESSED LIGHTING FIXTURES MUST BE IC RATED WHERE INSULATION IS NEARER THAN FTO -GENT 'TO GENERAL STAIR REQUIREMENTS (RESIDENTIAL) SIGNATURES SEAL: 3. INSULATION OCCUPANCY OR OF FOUNDATION LOCATION THE CONTRACTOR IS TO VERIFY ALL DIMEN 'K& SHALL REPORT ANY DISCREPANCIES TO THE ATTENTION OF THE INSTALLATION. THE LIGHT FIXTURE. ALL RECESSED LIGHTS MUST BE TIGHTLY SEALED OR GASKETED TO 4. FINAL - CONSTRUCTION MUST HAS BEEN APPROVED. COMMENCEMENT OF WORK & SHALL REPO[ THE EAR E VARIOUS TRADDESES INV INVOL FORE PROCEEDING. PREVENT AIR LEAKAGE THROUGH THE FDKTURE INTO THE CEILING CAVITY OR ATTIC AREA. 1. RIS IS TRADES INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT IS TO 4. PROVIDE WIRING FOR ITEMS NOT SHOWN, SPECIFICALLY - AIR SHAL 1. RISER HEIGHT SHALL BE A MAX OF 7'y INCHES. MINIMUM TREAD DEPTH noW 11 tl WI, '•~iv SHALL BE 10 INCHES. THE WALKING SURFACE OF TREADS AND LANDINGS OF BE COMPLETE FOR CO USE IS UNLAWFUL ALLL WORK IE T AL WORK OF T BEFORE DIN BE PERFORMED BY CAPABLE AND REPUTAE ILE AND REPUTABLE CONTRACTORS, LICENSED IN THE STATE OF NEW CONDITIONING UNITS, APPLIANCES, PLUMBING FIXTURES (WHIRLPOOLS, 9. IN ALL FRAMED WALLS, FLOORS, AND RIOOFICEILINGS COMPRISING ELEMENTS OFTHE BUILDING A STF DING A STAIRWAY SHALL BE SLOPED NO STEEPER THAN I UNIT VERTICAL IN 48 ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICAT YORK AS REQUIRED BY LOCAL AGENCIES REQUREMENTS~7F{EYTBDES OF NEW 'L2"VTR JL 3" VTR WRITTEN DIMENSIONS ARE TO BE FALLOWE LOCAL AGENCIES. DO NOT SCALE DIMENSIONS FROM DRAWINGS. ETC.) TO BE FALLOWED FOR CONSTRUCTION PURPOSES. LARGE SCALE THERMAL ENVELOPE,AVAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER BIDE OF UNITE E DE OF UNITS HORIZONTAL. In YORK crATG n DRAWINGS TAKE PREFERENCE OVER SMAL =NCE OVER SMALLER SCALE DRAWINGS. 5. ALL WIRING AT THE LEVEL OF RESIDENCE TO- NONMETALLIC-SHEATHED THE INSULATION NVEL N ACCORDANCE AWITH THE RDE SHALL MANUFACTURES BEIN STALLED ON THE WAR S. 2. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. (HANDRAIL TO - D p _ BUILDING AND A WORK PERMIT IS OBTAINEI F SIGN OR CON 9RUCTION `ERRORS` , PLUMBING UMBIN WASTE ;P LEAD~CONTENTIFICATION T BEFORE 3 FULLY CNOTES ARE OMPLIED IEE MAY ENCOUNTE IN ALL RE PECT. ED UNTIL THE PLANS ARE APPROVED BY THE NEW YORK CITY DEFT OF CABLE (TYPES NM, III AND INS) INSTALLED AS FOLLOWS: 2' ST, RMIT IS OBTAINED. 10. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER HAND HANDRAIL NO LESS THAN 27 INCHES& HANDRAIL TO WALL NO LESS THAN )F THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND ARE TO PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL 31.511 tw..':~'u irt{ ,I v Ftl 31.5 INCHES) RETAIN ST IM WATER RUNOFF 2 ALL bEhTIFICATEOF000UPANC'Y. 2 TO HAV ALL RESPECT. A. THE CABLE SHALL BE PROTECTED FROM PHYSICAL DAMAGE WHERE ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED BE HELD TO HAVE VISITED TH E SITE SO THAT HE MAY DETERM INE THE NECESSARY BY CONDUIT, ELECTRICAL METALLIC TUBING, SCHEDULE 80 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN 3. LAP EED N 3. LANDINGS: SHALL NOT BE LESS THAN 36 INCHES INEITHER DIRECTION. 4. MINIMUM HEADROOM SHALL BE NO LESS THAN 80 INCHES AT ANY PART OF YU )2~7bb'pD d -~?'f" PURSUANT 0 CHAPTER 236 & WATER LINES NEED - FOUNDATION AND SUBSOIL CONDITIONS Hl IOUNTER DURING CONSTRUCTION. PVC RIGID NONMETALLIC CONDUIT, PIPE, GUARD STRIPS, LISTED SURFACE ACCORDANCE WITH ASTM E 84. L CONDITIONS HAVE BEEN DESIGNED BASED ON THE INFORMATION METAL OR NONMETALLIC RACEWAY. MIN OF THE TO N CODE T-STP43 BEFORE COVERING SOLDER SUPPLY USED SYSTEM IN WA TEI- CANNOT MASTER CONTAINED WITHIN THE BORINGS ARE S BJEC E ORINGS ANO/OR TEST PITS AS FURNISHED BY THE OWNER. EXACT 4. EXPOSED INSULATION MATERIALS! ATTIC E 11. ALL ITS ARE SUBJECT TO CHANGE BASED ON CONTROLLED INSPECTIONS OF B, BORED HOLES- WHERE CABLE IS INSTALLED THROUGH BORED RADIAT FLUXTLESS HAN0.12 WTT PERSUARE CENMETERRSSHALL HAVEACRITICAL THE: :AL THE STAIRWAY. BATHROOM KITCHEN BATH FOUNDATION REQUIREMENTS ARE NOYOR I MAY VARY FROM THOSE INDICATED ON THESE DRAWINGS. HOLES IN JOISTS, RAFTERS, OR WOOD MEMBERS, HOLES SHALL BE BORED RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. My/~~•r~IIII'111' 2" n =112" 2" 3" 1-112" SUBSOIL CONDITIONS AND MAY VARY FRO(' 1-012" CONTRACTORIOWNER IS RESPONSIBLE TO RESPONSIBLE TO NOTI FYING UTILITY COMPAN IES TO VERIFY EXACT SO THAT THE EDGE OF THE HOLE IS NOT LESS THAN 1114"FROM THE 5. THE 5. THERE SHALL NOT BE VARIATION EXCEEDING TWIN THE DEPTH OF 3" 1-112" EXCEED 2110 OF I%LEAD. LOCATIONS OF THEIR UTILITY LINES, SERVI THE OWINER SHALL BE RESPONSIBLE FOR' ITY LINES, SERVICE AND OTHER POSSIBLE EQUIPMENT. NEAREST EDGE OF THE WOOD MEMBER. WHERE THIS DISTANCE CANNOT 12. EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT ADJA' SPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING SITE. SHALL BE PROTECTED FROM PENETRATION BY LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, PERFORMANCE TOLE IT ADJACENT TREADS OR IN THE HEIGHT OF ADJACENT RISERS. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER OR BETWEEN OSH PRIOR TO COMMENCEMENT OF WORK THE IT OF WORK THE ADJACENT PROPERTY OWNERS SHALL BE GIVEN 5 DAYS BE BE MAINTAINED, , THE HE CABLE CHARACTERISTICS AND APPROVED INSPECTION AGENCYTO INDICATE COMPLIANCE WITHTHE THEL E THE LARGEST AND SMALLEST TREAD SHALL NOT EXCEED 318". PROJECTINFORMATION: WRITTEN NOTICE BY CERTIFIED MAIL, WHEI _ TRIED MAIL, WHERE ADJACENT PROPERTY IS AFFECTED BY FOUNDATIONS, SCREW$OR NAIL BY A ESHALAND WIDTH INSTALLED TO L H LENGTHPLATE PROTECTED TESTED FROM PENETRATION THE THICK, REQUIREMENTS SET FORTH. COVER TR BUSHING, AT LEAST 3 DEMO WORK. M TTED TO AAND OF APPROPRIATE REA OF THE WIRING, 13. T INSTALLER SIGNED AND DATED STATEMENT T PRODUCTS SI6. STI 6. STAIRWAYS SHALL HAVE CONTINUOUS HANDRAIL ON A MINIMUM OF ONE 1-112" GRADING, EARTHWORK OR DEMO WORK. AN ACCURATE AND COMPLETED SURVEY, N DE. _ETED SURVEY. ID AFTER COMPLETION ION O WORK SHOWING THE LOCATION OCATION AND AND INSTALLED. . FOR BLOWN OR SPRAYED FOR BLOWN OR SPRAYED INSULATION, THE HE INITIAL INSTALLED CERTIFYING UCTS SIDE. HANDRAILS SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY AFTER COMPL THE APPLICANT OF RD IDE. THICKNESS, , THE NEWS AFTER COM BUILDING OR EXTENSION, WORK FINISHED FLOOR ELEVATION, GRADE C. BENDS IN CABLE SHALL BEMADE SO THAT THE CABLE WILL NOT BE BETFILED THICKNESS, COVERAGE AREA, AND THE NUMBER OF BAGS MUST BE POSTED INA HANG NEWEL POSTS, OTHER STRUCTURAL ELEMENTS OR OBSTRUCTIONS, A HANDRAIL AND ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL FIRST FLOOR 3,. 1'112" 3" 1-112" ELEVATIONS OF ANY NEW BD ILDING OR EX1 1-112„ 1-112" 2" ELEVATIONS AND SHALL COMPLY TO THE M OMPLY TO THE M III M UM STAN DARD S OF TH E NYSSPLS. DAMAGED AND THE RADIUS OF THE CURVE OF THE INNER EDGE OF ANY CONSPICUOUS LOCATION ON THE JOB SITE. IN ATTICS, THICKNESS MARKERS FACING THE ATTIC SHALI TIC SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. "I 2" 2.. BEND SHALL NOT BE LESS THAN FIVE TIMES THE DIAMETER OF THE CABLE. ACCESS MUST BE PLACED AT LEAST ONCE EVERY 300 SQUARE FEET. 7. THE 14. JOINTS OF DUCT SYSTEMS SHALL BE MADE SUBSTANTIALLY AIRTIGHT BY MEANS OF TAPES, SURF. 7. THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE ADJACENT WALL OR U S, SURFACE SHALL NOT BE LESS THAN 112 MASTICS, GASKETING OR OTHER APPROVED CLOSURE SYSTEMS AS REQUIRED 8. HAP 8. HANDRAILS SHALL NOT BE LESS THAN 36" NOR MORE THAN 38", MEASURED BE VERTICALLY, ABOVE THE LEAD] NG EDGE OF THE TREADS OR ABOVE THE C.O. C.O. 2" C.O. THE FOLLOWING PLANS CONFORM TO THE REQUIREMENTS OUTLINED IN THE 15. MANUFACTURER MANUALS FOR ALL INSTALLED HEATING AND COOLING EQUIPMENT MUST BE VERTI FINISHED FLOOR OF THE LANDING OR WALKING SURFACES. f , . PRESCRIPTIVE METHOD OFHE AMERICAN FOREST AND PAPER ASSOCIATIONS WOOD LEFT WITH THE HOME UPON COMPLETION OF CONSTRUCTION. FINISH FRAME CONSTRUCTION MAPUAL FOR ONE AND TWO FAMILY DWELLINGS LOCATED IN 9 HA W 9. HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE W BASEMENT 4„ 4.. 4. A 120 MPH EXPOSURE C WIND ZONE. DIAME 2 DIAMETER OF AT LEAST 1114" AND NOT GREATER THAN 2". 4" 4" TO SAN. la~ O 0 WY SEWER N 0 W LO Q O ALL HORIZONTAL PIPE RUNS, WASTES OR VENTS SHALL PITCH A LL MN IMUM OF FOOT BELOCA1ED IN REAR ALL A-n TO BE LOCATED N REAR ROOFS IF POSSIBLE VTRS SHALL NOT BE PLUMBING RISER DIAGRAM A ,nn u,rwn m¢1 1F eNIINMWCnNTRACTDRSIIf.FNRFO PI IIDBER TO r A A AA I NI U C In nLJCnvE IOT C. WALL FRAMING Ez: III 0 ~ z REVIEW R r R M IVI I IV V V F! C SCALE: NS S. W DIAGRAM AND CORRECT AS REQUIRED. iu \/n cu I\ L. I0 1 1S: 3. INTERIOR NON LOAD-BEARING WALLS: U W 2 Z ALL WORK TO CONFIRM WITH ALL APPLICABLE CODES INSTRUCTIONS: THE FOLL0INMG IS A FRAMING GHECL ( A FRAMING CHECKLIST AS REQUIRED BY THE UNIFORM CONSTRUCTION CODE, BUILDER OR BEA'9 i. EXTERIOR WALL FRAME: 2. INTERIOR LOAD~BEARING WALLS: D 0~ g 0 IRD IST 2ND 3RD W K REPRESENTATIVE CHECKS BOXES MARNED'B'. BUILDIi LOCAL BUILDING DEPARTMENT AND EXECUTED A0001 BOXES MAPNEO'9'. BUILDING INSPECTOR TOR CHECKS BOXES %EC MARKED 1'. ORIGINAL GINAL DOCUMENTS SHALL HE OBTAINED FROM 'HE $T 2ND 3R0 1ST 2ND 3RD TENT AND EXECUTED ACCORDINGLY(THIB IS FOR REFERENCE ONLY) ? D SIZE B D SIZE B SIT IJ ~B I I B I ? I ? B ? I ? B ? ?I ET] D B-S, ?B ?I HIE El I? SPACE ] to SIZE o 0 0 0 0 o SIZE 0 ? ? E IM SPACE El ?I EM I El SPACE -Z F N VU) FASTENING SCHEDULE: WFCM 120 MPH EXPOSURE C WIND ZONE A. BASEMENT OR CR, :NT OR CRAWL SPACE ME ?B ?I EE BPECIESANOGRADE D? 00 E] [7] LAYBDT6BPpDF ] F-] LAYOUT SUPPORT BELOW OE OO [E [7] SPECIES AND GRACE O N 0 ~ W GENERAL NAILING SCHEDULE 1.ANCHORAGE: 2. SILL PLATES; 3. BEAM POCKETS: 4. COLUMNS: B ? a] E E] E CUTTING, NOTCHING AND BORING E B [El [71 SPECIES AND OF SPECIESANGGRADE El ELI a] El Ell CNTTING, NOTCHING 11 I~ qND BORING W BOLTS 0 0 0? o o HEADER SIZES o? 0 0 0 o CULLING' NDTCF ?B ? SIZE O?I BEARINOISHIMS ? I? sIEED PERPLAN ] ~ CNIIING, NOTCHING AND BORING O ? O O ? ? FIRE BLOCKING I,If 0 o SPACING ? D ? ? I? JACI( STUD GEARING O? D??I ? ? TRESLOCIONG ] E FIRESLDCIMNG El El LEE El El HEADER SIZES Z JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS SPACING OF FASTENERS 0? ? 912E O?RSPECIES ?B 71 TERMITE PROTECT ONOq CLEARANCE ?B ? ATTACHMEMALATES Fil El ? 1M HEADER SIZES o0 00 0o TOP PLATE NAILING STRAPS OO TREATMENT OO sPACINGILOCATION TOP PLATES I B I B I HEADER SIZES JACRSTUD BEARING N0 ROOF FRAMING, B I SPACING (PER MANUF 6FEC9 D D -PS B? I? PAINTICOA71MG ? ? E? ? D D NAILING ? O ? ? E? ? SACK STUD DEAF 'Efl MANUF sPEC9 D El ? D EEI? LAPS TOP PLATES BLOCIGNGTO RAFTER(IOENNLEDI 2 Bd 440tl EACHEND O O 52E O ? SILL BEATER ? O ? O O RAFTER RED ? ? ? ? F ? NAILING ] NAILING LL RINI BOARD TO RAFTER (END NNLEDI 248d 3-0Btl EACHEND DD PERMITER PROTECTOR ? ? ? ? OTECTTOVER FOUNDATION OPENINGS IBEAflING OF MISTED O '~T B I B I B I HURRICANEBTRAW51F PEOUIRE01 ? ? o o IJ? LAPS WALLFRAMING', ? LAPS El o TERMITE ? ? ? D I B I ED I STRAPPING ]F~ STRAPPING TOP PLATES® INTERSECTIONS PAGE NAREDI 416tl `I ad AT JOINTS STUD TO STUD( FACE NAILED) 1Z 4ABd 24 OLD D. ROOF FRAMING HEADERTO HEADER MOSIU LEG) 160 1e6 16" OF ALONG EDGES BRACING: 3. SOLID SAWN ROOF FRAMING: CONTENT: FLOOR FRAMING B. FLOOR FRAMING P =RAMING AND FLOORING 1. TRUSS ROOF CDOUMIENTSWHICHSHOW. 2 PERMANENT (AS PERDESGNS-TOTAUSSBRACING: APPROVED JOIST JOIST iO SILL, TOP PLATE OR GIRDER JOE NAILED) 'Fad 21o tl d PER EACH END ND 1, BOX OR RIM JOIST, OR PERIMETER BAN OR PERIMETER BAND JOIST: 2. GIRDERS AND BEAMS: 3. FLOOR JOISTS; Em LAYOUT PLANS LAYOUT ED O SZE 0 CO\/EF2SHEET BLOCKING TO JOIST (TOE NNLED) Bad -0 C JOB D 3RD IST 2ND 3RD D? TRUSS MEMBERS O I? SIZE ?B D GRADE, SPECIES 0 NOTES/ SYMBOLS STICKING TO SILL OR TOP FLATS (TOE NAILED) 3-16d ai6tl EACH BLOCK IST 2ND 3RD I 1IDtl 4-i6tl EACH OST LEDGER 5TRIPTO BEAM OR GIRDER (FACE NAILS O? 912E OO SZEDPER PLAN OO O? DI~ s1EED PER PLAN CONNECTION SCHEDULE TYPE LAYOUT 0 FRAMING CHECKLIST JOIST ON LEDGER TO BEAM )TOE NAILED) B9tl 3AOtl PER JOIST Fill] M IE =1 B BAND JOIST TO JOIST (END NAILED) 1.16tl .41LN PER JOIST 0 o D ? B E B GRADE, SPECIES O?j PERMANENT BRACING DETAILS ?B ? SPACING 0 NAILING SCHEDULE RAND JOIST TO BILL OR TOP PLATE NCENAILED) 2HAd YfEtl PER FOOT BI? ? I? o? G I 1 oo GRADE. SPECIES OO TYPE ?D O?NAILING ME SPA„ 00 00 00 S ROOF SHEATHING ? ? DD OO GRACE, SPECIES O? O?1 D?I pEq LEINGINFERED II SINGLE OR DOUBLE NF.BPECS O?I DORMERSMOOF STRUCTURES D?I OVERLAP 0 o DING B I B I B I P -WOOD STRUCTURAL PANELS- Ed lad WEDGE 16 FIELD DD PR EENGINEEREDPERMAUNF, SPECS DD LOCATIONIRELAPON TO PLAN D D D Hl D E B 1 SWING OD EGUIPMENTIAPPLIANCES OO TERMINATION 0 o FASTENING O O [FIE] o o RAFTERS OR TRUSSES SPACED UP TO IV 0 C. IBtl A "EDGE IA' FIELD IJ D D CANTILEVERS AS PER DESIGN NAILING D El 11 LOCATION AS PER LAYOUT BD DI TRANSITION BRACING RAFTERS OR TRUSSES SPACED OVER IWO,C. 9d CABLE ENDWALL RARE OR RARE TRU66WIGOVERHANG Ed e0 IBtl 4 IBd TEDGEEDGEIIB"VFIELD FIELD DD IATTACHMENT SCHEDULE DD OD DD NAILING O ? D D D E BRIDGING D D ALIGNMENT M7 DAMAGE CAUSED BYFASTENERS GABLE ENDWALL RN(E OR RAKE TRUSS WI STRUCT. OUHLOO(ERS ad 10tl /"EDGEIX'FlELD GABLE ENDWALL RAKE OR RARE TRUES WI LOOKOUT BLOCKS D? BEARING DO B??I DD cumNOAND NOTCHING 3. GABLE END BRACING (AS PER DESIGN): IESIGNL ? E CUTTING, NOTCHING MOTTLING B7 FI BRIDGING 4, FLOORING SHEATHING OR DECKING: ? LAPPING IPERCODEI ?B ID BORING D POINT LING OR DECKING: O??? ? ? ASPERPLAN B OAOSSUppopreo ? ? SPACING DD LAYOUT PER CEILING SHEATHING: J 3RD DD ED DD SPAN HANGERS DO CONNECTIONS TO BEARING POINT OO SIZE 7S ? RIBGE SRE GYPSUM WALLBOARD WCOOLERS 7" EDGE I IV FIELD IST 2ND 3RD MATERIAL D ? D?I D I? HEADERS DD NO CONNECTION TO NON HEARING POINT DD TYPE OO HURRICANE TIES (IF REQUIRED) JOB NUMBER: 11182 DM PANELSPAN, THICKNESS DO DD D ? FRAMED OPENINGS OO DAMAGE ANN DEFECTS ?B I? NAILING WALL SHEATHING, ?6 O [ED ?B ?1 P DATE: 5-31-12 .WOOD STRUCTURAL PANI ad 10d VERGE I IP FIELD SPECIAL REQUIREMENTS STUDS SPACED UP TO a'O.C. :MENTS E. STAIR ATTACHMENT: DO ENGINEERED METHOD OF REPAIR DD OVERLAP Ed U2 AND 2W32"FIBERBOARD PANELS • - S"EDGE I B"FIELD O ~ E D D EDGE BLOCKING IST 2ND 3RD E ]E TERMINATION DRAWN BY: O.P. Etl COOLERS - T' EDGE LIP HELD ?O E? O O H G HE GYPSUM WALLBOARD 1 RI ? GAPPING E??I D F, ?B ? BEARING E. SHEATHING 'ID D?i LAYOUT E?? Fil O D? RAILING 1, SHEATHING-EXTERIOR WALLS 2. SHEATHING - ROOF: FLOOR SHEATHING MATERIAL MATERIAL SPECIAL SPECIAL REQUIREMENTS SHEATHING, FLIT - ROOF WOOD STRUCTURAL PANELS ad lad V EDGE 112' FIELD D ? PANEL SPAN, THICKNESS DD PANELSPAN, THICKNESS D I? B?El BLOCRINGEDGE ,IFREQ, MS FOUR FEET FROM FIRE WALL A 1 I- OR LESS lad IBtl 8' EDGE IW FIELD GREATER THAN I" SPECIAL REQUIREMENTS D IF S I1 CLIPSIFREQ ME] NONCORROSIVE FASTENERS D 17 GAPPING E? ? O O GAPPING CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. o ? LAYOUT o 0 O I] LAYOUT 0o LNRNER6RACING,LFREG SHEET NUMBER: OF B .7 REVISIONG: RIDGE VENT BY'COR-A-VENT' OR EQUAL NO. DATE DESCRIPTION ENT'OREOUAL 7 '$IMPSOR CS16 (OR EQUAL) TYP. ALITYP. 2 (SEE HIGH WIND DETAILS) 3 4 'TIMS ERUNE' ARCHITECTURAL SELF-SEALIN( WRAL SELF-SEALING ROOF r - 5 SHINGLES ON 112' EXT. GRADE PLYWOOD ON RAFTERS W/ COLLAR TIES (SEE PLAN FOR BE GRADE PLYWOOD ON ROOF I S (SEE PLAN FOR SIZE AND i 6 SPACING) 7 EXTENT OF ICE SHIELD ICE SHIELD -ACOURSE OF90LBMINERAL SL POLL ROOFING OR A COURSE OF 50 LB SMOC )F 90 LB MINERAL SURFACED I 8 1RSE OF 50 LB SMOOTH ROLL I I 9 24" ROOFING 15 INSTALLED TO OVERHANG THE U '0 OVERHANG THE UNDERLAY AND METAL EDGE FROM k TO J'. EXTEND UP k TO J'. EXTEND UP THE ROOF I I 10 FAR ENOUGH TO COVER A POINT AT LEAST 2 THE INTERIOR WALL LINE OF THE BUILDING. A POINT AT LEAST 24' INSIDE OF THE BUILDING, WHEN THE ' OVERHANG REQUIRES FLASHING WIDER THA LASHING WIDER THAN 35", THE 13'-V 12 HORIZONTAL LAP JOINT IS CEMENTED AND LI THE ROOF DECK EXTENDING BEYOND THE E: I6 CEMENTED AND LOCATED ON i )NG BEYOND THE EXTERIOR 1-12.5a 7 LINE OF THE BUILDING. DARI O ALLOWABLE UPLIFT-800 ALLOWABLE LATERAL-110 11'-3 " 1'•p' AT EVERY RAFTER TO TOP PLATE ARCHITECTURE IDESIGN A^ 3W-2' -0T- PA------------ i _ STYROFOAM BAFFLE 1211 9" (R38) GATT INSULATION xy : R 6-10 I r, q~7- L-------------J )N SUMPPITTOF OTERORAIN ~ AL) TYP. I :L4'`i I "~.!J`( ( Y/ 'SIMP90N'H2.6 (OR EQUAL) TYP. (SEE HIGH WIND DETAILS) 6) 12' DIA. SON&TUBE-FILLED SOLID WI CONCRETE TO MIN. 36'BELOW FINISH GRADE 10'-fi' X4' X 4'THICK CONC. P PULLCHAIN N I I 1X8 ALUMINUM CLAD FASCIA BD. (TYP) ICIA 80. (TYP) y X tv-":;~;~; 4X4 PRESS. TREATED COLUMN ON S 4g I .x PULL HMN I i 12' CONTINUOUS VENTED SOFFIT 4057 ROUTE 9 NORTH 4159 r---- ' r----I ID SOFFIT HOWELL, NEW JERSEY 07731 T:(908)-247-5350 9'- I A4 I (SEE ELEVATION) F:(732)-368-0230 K I 2ND FLOOR DOUBLE PLATE I DARIO L PA60UARIELLO RA. AL0. iT -;v I- SIDING (SEE ELEVATION) ON TYVEK ON TYVEK NI UGENSE ND.AI11 M IE PLYWOOD NY LICENSE NO O49aBE I = ON 1F2" EXTERIOR GRADE PLYWOOD r----1 O~ I w k ON WD. STUDS @. 16' 04. (SEE PLAN C. (SEE PLAN PA LICENSE NO. RA9 S f. X 11 PLIRDE S}'X 11 PL BIRDER I x °,~r, I N 4 = FOR WALL THICKNESS) EMAIL: DARIOPASOUARIELLO®GMAIL.COM _ _-_____N _ - i w Z q _ J L'i 1/L' GYP. SO, (PAINTED ON 2X10 ON 2X70 SIGNATURE & SEAL. - - - - - ^ _ ' r__ Z_ r-- 4"BTL.CGL.ON 30"S0.X12' _ _ ' 1 ST FLOOR ) I i ~ CEILING JOISTS ®18"O.C. O.C. - nr --____J -T - 2X6 PRESSURE TREATED LER DP. CONIC. FTG. W/(3qM BOARD-ATTACH W/112'01 REBAR9 E.W. (TYP) I I _ z THROUGH BOLTS 01V O.C. ~ ti I >v*< ~ HWH I i NOTE: m PULL~CHAIN PULL~CHAIN & D m 01 I AT7a91UWALLS CONTRACTOR TO 2 I I BLOCK PANEL EDGE$ PERPENDICULAR 10GYPSUM WALL BOARD (PAINTED) RD (PAINTED) N TO FLOOR FRAMING MEMBERS IN THE :I o FIRST TWO SAYS OF FRAMING AND 9" (R30) BATT INSULATION ION da b~ ur C; I I r o ~ FURNACE SHALL BE SPACED AT 4k-O' MAX 1 % SINGLE,PLATE is 07731a s O4 y 4- ~ I m'' ' - - - - - - - - ' ~'0~1lHa I I PuLL~cHaN BASMENT UP9TNBS 5O0NC.SLABWI6X61W1OW.W.M. ON o PULLCHAIN I I 4 \ .,L "4j0I<nnwI Wm'wo"' -yy I fiMI V.B, ON 4'GRAVEL BASE Ip'RNN tORt51 18~ \~l\ RIM JOIST _ _ _ _ _ _ _ I (JJ fAq!N/G !Td L^0D,OJ.vL'.rR Y_?,~ X 2X6 PT. SILL ON SILL SEALER & ALUMINUM F ALER & ALUMINUM FLASHING WI b- (13) COURSES I2^ CMU WI DUR-A-WALL a C.--_ I >h*, I ®EVERVOTHER COURSE-FILLTOP, K 4(,v~ I I ~ 510`0 X iq" L. ANCHOR BOLTS ®4'-0' Wl3" Y I I PLATE WASHER (MIN. (2) PER PLATE) BOLTS@4'-0•W13"X3"X 114' PER PLATE) PROJECT INFORMATION; I AND 2ND COURSE aANCHOR BOLTS 16-SO.B PIER 11= UP SOUDlTDP.X24"W.CONT.CDNC.BARS FILLED BO D I ~r~ r t10R I 42' SO. X12' OP. GONG. FTG. r I ' ~WI(3)14 REBARS E.W.(TYP) FOOTING WI(3)CONTINUOUB ;Y4 RE ~z (TyP) I BASEMENT I CEMENT PARGING I S.; I Qj 1° 14GMU(13 COURSES) WI DUR-A-WALL @ r I rI _ ---1 - o WI OUR A-WALLS ` I I -L. - I I q I LL "E`~'~w EVERVOTH5 COURSE- FILL TOP, BOTTOf -FILL TOP,BOTfON I I I 9'- 34^ w16X4ssT - - - - - - oo1Tm€ ° n'3- - ' I g AND 2ND COURitgA1CH613 BOLTS SOLII ;;Z611'SOLTSBOUD O o ' 4 N5YERTIQAL REBAR (o?46"O.C: FILL CMU: Q49"O.C: FILL CMU SOLID ATi i ATIONS v EXRAFTRQN9~4'ST'la COQ, I ( L yy I :;r J ON42'SO.X12"DP.OGNC - ---j I h' I q m TOP OF GRADE REINFORCEMENT LOCATIONS FTO. WA304 REBARS 1- o 42' SO. X 12' GP. CO C. FT'G. O D,fXAPPROOF WALL WITH TUFF44-DRY OR THTUFF44DRYOR y I (TYP) r WI(3#4 RESARS E. (TYP) I 'y - - 22'47 I I Tn F" ='APPROVED EQUAL EXTEND DAMPPROOFIL I J e („~r.,.~7'+yt GRACE DOWN OVER CEMENT COVE TO SO TEND DAMPPROOFING FROM EMENT COVE TO BOTTOM OF~ ' W W " Iy' I I FOOTING. I u,"\" "~•'"tr'"'"v 5" CONC. SLAB ON FILL COMP. I I O U TO 95% ON 6 MIL V.B. COMP ' LT P6 F- W I r---- I PULL ~CHAIN O uNaJ - 'KKK g 4 m I ::j`; i ALLOWABLE L UPLIFT RIM 615 I (,j N m k I 11%. 1 I - - A"ORAVELBASE v Z O ..1 .VI 112" EXPANSION JOINT rll a } I PULL`CHAIN~ i I o I 5 i GARAGE ABOVE ftGE ABOVE CEMENT COVE CS16 0 U T? 4" CONC. SLAB Wf 6X611 IONC. SLAB Wl BX610F10 W.W. M. ON ~wi FILL COMP. T096%-SLA . COMP.T096%-BLAB DESIGN TO 4" 0 PERFORATED CONTINUOUS PERiMET m I. ~HT E IM GRAVEL (CUT TO LENGTH T PROVIDE 28-17 NAILS) ~ ? m o NTINUOUS PERIMETER PERIMETER ALLOWABLE TENSION LOAD -1705 _SUPPORT 2000 I.B. LOAI 5} r= I SQUARE MINIMUM (55 LP 'PORT 2000 LB. LOAD OVER 20" I DRAM TILE TO DAY LIGHT-LAY TILE ON 01 JARE MINIMUM (55 LB/ BF LIVE LOAD) BED-COVER WITH TARRED FELT RR INSTALL ® 32" O.C. F o N < - - - - - - - - - - - - - - r~ ` .-w,, `v.• .•?L- 12' OR X 24-W, CONT. CONC, FTG. WI (3) #4 CONC, ED FELT RIM TO STUD It G. WI (3) CONT. 0: N GROUNDED AS PER R DCA REBAR. REBAR TO BE GROUNDED AS PER I / ~ ~y :r1~'" BULLETIN NO. 02-2 USING 'JONES BOND GROUND Z V) N N F- INS-JONES BOND"SYSTEM 0 Q U) Q 36" IGH MASONRYI L - - e` BY GREAVES INSTALLED AS PER MFR. SPE ED AS PER MFR. SPECS. L> J U) W WI GWALL I r- I I PITCH "PER FT. > I "4 CONTINUOUS RADON PIPE (IF REDD) PITCHk PERFT. lIPE(IF REO'D) W W II Z 4"KICKOUTS I I J " @4'-0"O.C.(TYP). I { L I ~s I I I I 4" GONG. SLAB WI6X510110 I I I i W.W.M. ON FILL COMP. TO 959h I J\ I ALL SECTION 'UFER GROUNDING: 0 4 v I I I FILL BLOCK SOLID I I AZ SCALE 3W-l' CODE REQUIRES ALL'AVGROUNOMETAN ELECT DROP BLOCK AT DOOR OPENINGS SYSTEM 1250$11: UNDERGROUNOIMETp4 WATER PIN :"GRUDNDING ELECTRODES BE BONDED TOGETHER TO FORM AGROUNDING ELECTRODE A/ )METAL WATER PIPE, METAL FRAMES OF BUILDINGS, CONCRETE-ENCASED ELECTRODES. IL Ii. I 1 _----J `y I FOR POINT LOAD DROP GROUND RINGS, AND WADE ELECTRODES. THE ELE( iCTRODES.THE ELECTRODES ARE TO BE CONNECTED TOGETHER WITH A CONTINUOUS I L------------------ ------z---- --r--~-- ABOVE I I I BONDING JUMPER OR VIA THE ELECTRODES THEMSE LECTRODESTHEMBELVES, CONCRETE-ENCASED REINFORCING RODS MUST ALWAYS BE USED `m I m I WHEN AVAILABLE. L V Z: I I I ACONCRETE-ENCASED ELECTRODE, OR'"UFER GR[ ODE, OR'"UFER GROUND" (25D41 (C)], IS A}INCH SIZE REBAR OR #4 BARE COPPER I 4 CONDUCTOR AT LEAST 20 FEET LONG, LOCATED WIT LONG, LOCATED WITHIN OR NEAR THE BOTTOM OF THE FOUNDATION OR FOOTING ENCASED I ~ 15'-7k" I ti I FOUNDATION ANCHOR AT h6-HIGH MASONRY -r BY AT LEAST 2 INCHES OF CONCRETE. REBAR MUST EACH EXTERIOR CORNER WING WALL BETE. REBAR MUST BE BARE, GALVANIZED, OR OTHERWISE CONDUCTIVITY COATED STEEL; CONTENT: ATH EPOXY OR OTHER INSULATION. LENGTHS OF REBAR MAY BE CONNECTED TOGETHER TO - - - - - - - - - - - - - - - - - - - (TYP) SEED ETPIL 31A2 =P I Muinxxpw@How=ttsFr= REBAR MUST NOT BE COATED WITH EPOXY OR OTHE MuLlwyTexrawoflcaflnsflau+o FORM AN EXCELLENT LOW-RESISTANCE GROUNDIN( STANCE GROUNDING ELECTRODE. 0 FOUNDATION PLAN m t>r,- . my LATaTMM wcMOnD CONNECTIONS TO BURIED, DRIVEN, OR CONCRETE-1 TEN, OR CONCRETE-ENCASED ELECTRODES NEED NOT BE "ACCESSIBLE- 1250.1121. COPPER, o WALL SECTION DYED AS GROUNDING CONDUCTOR WHERE IN EARTH OR SUBJECTTO CORROSIVE L-------------- 'u 1-- NOT ALUMINUM, MUST BE EMPLOYED AS GROUNDING CONDITIONS(250$2(A)I. WHERE THE GROUNDING EL THE GROUNDING ELECTRODE IS A METAL UNDERGROUND WATER PIPE, A SUPPLEMENTAL 0 pETAII-S 4 - L L 1 ----------U ELECTRODE MUST BE USEDM*81(A)1. Y91(A11. o HIGH WIND DETAILS p I,~ IA'A' ,A 15'-3}° 8" 9'-11k" 6" 12'-2p 1 2X GIRDER TO,-.~.~in Fwafl JOISTIfiafiFW41 14'-21' 81-8" 2Z iMHTiHE.1a®flW CWFtEO FflIXA a ? FOOlINa10 HOLWWN SC4 POST CAP BY "SIMPSON, 58'-9" I EDOED ON I( TIES EMBEDDED ON MINTS JOB NUMBER 11182 wu MORTAR JOINTS xonnoxwai 1 ALTERKATE COURSES 7E COURSES 4X 4' PRESS. TREATED FILLSOLIO TIES EMBEDDED ON POST -LTYP) DATE: 5.11-12 MORTAR JOINTS ,FOUNDATION PLAN AB44 BASE PLATE BY ~A2 SCALE1f4"~1'-0' 'SIMPSON' DRAWN BY: O.P. i CONC. FOOTING A Q 2" MIN. SIOECOVER 3-~1ANCVll DETAIL a AZPILASTER SECTION ~ 5 POST ATTACHMENT DETAIL ,Ql BCALE: N.T,S, 9CALE N.T.S. A2 Sm A2 SCALE 314'51' SHEET NUMBER: or 6 ~111 Pl i fe~T P~'i~1~sL4r r i '~'ktA'liiw LTU 'ikF''~ vi9tlJl~,~.i2F'~t µn' •1'>~vR~"a~`~ 5~i~1"1yLi2 ~PF~i-~ k'"ms ~~i}~ ~t~ 5 ^,.a • J'' i 'i' 1.' rrTLa 1," d H t "'~c t". L F i h a-':psi {y 4 1 + ~~e '„,.c ,a.5 all "^rtl~d n ~`7IS 1u~r wT+~ J~ ~ ~ ~ °v '~~p"l ~~l ~4~~ ~ ~ T 40. ~,~inAcSty !°'I ffkL~Tty~y4. r{~ ~`I 1'! '°`i m } P,~3g: tis~... iw Fr. ~+In,fu9 { 4 J ~ `5'fd Ti "1{; ,~1e c .-r tf !•3..°r~µ. ty Z.^v~ _ 1 ^Z fi 5aj, rg., . '{{5 ~YSH Ifi JS,,S.'I v 5'<.3MiS .1: {tT~e•d fj y,qS ¢ J;~+; 4c{} A !-,~~'h.3: ri, °~i L i I ~ rr Asa - y,i `E tln e r 4 i,: T, 7 ?t`YS tak a .i x ~a,: I .w `I ~,'n~a+i! 1 5~ 4 a I FY a~i rl,, 1 ~1y a mgr. 3i k ` 0 i J -:m9rT'r 3i , v. i*d+ N'' T ~ F4~f i15 dr~~ hu 1':,Pb v 2 c h4} - Y; r A st'aVW~{y 11" 0 t :'vyi f, 'x - ;4- .y. i 8 .,.+=3' fr hE € t ° ~'sL n1 i w -Ja 4~` 5~.. Jfn,~,.va Jlfi~ 6w`it ~~T w $ +1'{"% k A"'~ X" b ss 51 n' M°b i SISINN u'^ P Hi - d4 f 91 ...am..s "-,X ~i.c42'r:, v'. - rYciTie,~rm`'avY.F.`"kdl .r. • .ti~eY .i~'am 4" ~a9"m«t~eM1.,.,d~w3,x5 ~12»s. _,d'Yv>8'1e 9~'uw,,x~A ~„n iG~~~,. v •.-.,r~vaa'~ iM, a 5"6r REVISIONS: 2X4 STUDS @16'D.C. LIVING AREA 10PLY-WD FINISH FLOORIFACE GRAIN PERP. TO NO. OA E DESCRIPTI N (JOISTS-STAGGER ALL JOINTS) 1 2 WOOD I-BEAMS OR NOMINAL 2X CEILING JOISTS. 3 INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, 4 EE FLOOR PLANS FOR SPACING. 5 13 32" GARAGE 5/8"TYPEW GAYPP,, 8 5'.5" T•7} 4'-0' 4.•0.. 4'~~' 4'•0" 7 S NOTES: 1. INSTALL 516' TYPE 'X GYPSUM BOARD AT RIGHT ANGLES TO 9 in 31 STUD FASTENED WITH 1-0/4' DRYWALL SCREWS OR NAILS AT IT 10 ON CENTER. THE JOINTS OF THE GYPSUM WALL BOARD SHALL BE SEPARATED BY AT LEAST ONE STUD BAY OR OPPOSITE SIDES OF THE WALL. (2) LAYERS 518" TYPE 2. GYPSUM WALLBOARD SHALL BE INSTALLED AT RIGHT ANGLES INSTALLED D.W.B. -FIRST LAYER P INSTALLED WIT TO JOISTS. LAR LONG DIMENSION pA R I O TO STUDS AND FASTENED WITH A MIN. 1-0N" DRYWALL SCREWS AT 1Y ON CENTER. NOTE; (T) 2X12 HDR. GAFC54080R "C"" OF 2 2X0 HDR. HDR. EGRESS SS M24 US GYPSUM ASSOCIATION ARCHITECTURE IDESIGN AREA SEPARATION NOTE: i " ' GARAGE CEILING/WALLS ALL COLUMNS ARE TO BE A MIN. OF PIN (S) 2X4'9 UNLESS OTHERWISE NOTED JACUZZI A3 SCALE1Z2 f TUBAS SELE BY OWN rn I oti „ MASTER STER I ' ° EXTENT OF HEADER TH ~yyy' DOUBLE PORTALFRAME (TWO BRACED WALL PANELS) NOTE: NOTE: 4 BATH VALLPANELS) ALL SHOWER B TUB WALLS TO BE'DURAROCIC AT7 rMUWALLS CONTRACTOR TO ~ 3040 OREDUALA MINIMUM OF 6FT, ABOVE SUBFLOOR BLOCK PANEL EDGES PERPENDICULAR MASTER 19 EXTENT OF HEADER ALL R@MAINI G WALL TO BE WATER RESISTANT TO FLOOR FRAMING MEMBERS IN THE BEDROOM 4 4 SINGLE PORTALF E (ONE BRACED WALL PANEL) GYPSUM 804RD FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT 4W MAX (~7/) a ro .r ; xarSe4r crr~r uP_r yi3 4057 ROUTE 9 NORTH #159 HOWELL, NEW JERSEY 07731 1° Fs3 dT MK 3 X 1125 NAT HEADER T:(908)-2475350 O " DRYER - F!(732)-358-0236 (2)2X12HDR. .R ' VENTTO WASHER i PARIO L. PABgUARIELLO RA 41A " TE PE (2) 2X10 HOP 2 2X12 HOR d$' EXTERIOR ' ED ° M68 TEMP. GLA S SL. DR 0419- X PL MR. (FLUSH) le x W LICENSE NO. Al 17EE2 NY LICENSE NC. E3EEYE ~ r----~ LAUNDRY y D7 1000LBSTRAP OPPOSITE SHEATHING - PA LICENSE NO. W0005 I r., L 3 xx EIMPSON'LSTA181 EMAIL: DARIOPASOUAMELLO®GMAIL,COM W.I.C. R& TYP CAI p FASTEN TOP PLATE TO HDR. W/ (2) ROWS OF TYPICAL PORTAL FRAME CONSTRUCTION SIGNATI EAL:: ISO SINKER NAILS 11 3" O.C, TYP. i FASTEN SHEATHING TO HDR. W/ 6D COMMON FOR OR GALVANIZED BOX NAILS W 3- GRID (IF NEEDEI FOR A PANEL SPLICE Ya,A' r^ lsh C S 66 EDROOM; m' ? PATTERN AS SHOWN AND 3" O.C. IN ALL (IF NEEDED), PANEL EDGES' rJ'3 SHALL BE BLOCKED, AND - Y W.I.C. = o FRAMING(STUDS, BLOCIgNG, AND SILLS) OCCUR IA OCCUR WITHIN 24" OF NO 4 ro) m SHALL B y HEIGHT. 0 HEIGHT. ONE ROW OF TYR . O pn C{} d SHEATHI 25 3 d Nwur SHEATHING-TO-FRAMING '70 S ^t' NAILING IS REQUIRED. e in NCNn 1'31" n' d RdS MIN, WIDTH =16' FOR 1-STORY STRUCTURE. IF 2X1 BU R d S R d S MIN. WIDTH =24' FOR USE IN 1ST STORY OF THE 2X4'S IF 2X4 BLOCKING IS USED, - g-XL _a -R A2-STORY8TRUCTURE, TOGETF THE 2X4S MUST BE NAILED * O71 (\0 6~ 5'-0" ap' 1 3s" IREF KITCHEN " a o a TOGETHER NTH (3)16D SINKERS. NEW ZERO CLEARANCE 13-4" 8'-1" PREFAB GAS FIREPLACE WI S'-1" 1g U 2B a, MIN. 2X4 FRAMING.. 20' NON-COMB. HEARTH \ x MIN. DOUBLE 2X4 POST. - ` PANTRY `r 9 MIN. THICKNESS! WOOD y STRUCTURAL PANEL SHEATHING. PROJECT INFORMATION: / TIE-DOWN DEVICE (EMBEDDED INTO CONC. 8 NAILED TO N - ~;JL,~fQ?4diDRt (FLUSH) X 11? PL HDR. (FLUSH) o H_ 1 9B"H. RAILING WI % - i FRAMING) "51MPSOIN' HTT-5 ANCHORED W/ At" BOLT MW. 1000 LB M9tl. 1000 LB LUSH 5R 90"H. RAILING WI F ~ . BATHS PL ( I 4'-1" - '3`•8" 13'•2}" 2X28AL EMBEDDED IV INTO CONCRETE, TIE DOWN OEVI -LESSTHAN4'OUSTER3.C. % r 'SIMPSON'LSTA TIE DOWN DEVICE •4 'SIMPSON'LSTAia LESS THAANN4' 4'00. LESS TH 'BOLT W/3"XS"1f1/{ {Y~TE~VA~IER E7MgEp~E`D`"'~~ Uhl 0 COLUMN I` T I COLUMN 18' INTO CONCRETE. _ W - - - GREAT ROOM a ARCH d t10R Z ya W a m rMDAr3C D/'IDTAI Mr!rAII lk- WO CEIL / vnlv-w~ rVRIHL UCIHIL WO CEILING JOISTS 1 O.C. WI SM1'RONG ' 9W es r, ~ t . R Rig 7 A3 SCALE: 1/2' v-o" COLLAR TIES N Lu Y SIZE d SPACING Q RAFTER Q SEE PLAN FOR Z :TEDROOM PS 3 iTSL u 1TSL f EMP' y g TEMP GkRAG~E I ~ " G 91ZE d SPgCING U 0 Rd PRONDE(i PROVIDE (2)4YERS 518" T1PE'R" GY f~ (2)2X12 HDR 4 80. @CE~.4 SD.§CE~.AN(' IRDER &(I (LAYER " TY "X" GYP. B0. ® ALL WALLS r TV 2 EGRESS TEMPERED S X 9? PL HDR (2 HDR. rP g' o / i 0 N W W COVERED I .r rCEILING SEE PLAN FOR 0 N Z a 4 PORCH° I \ Ix % Z (6) 2X4 MIN,i (2) 2X12 ALUM. SLAD HDR I j5' , (212X12 ALUM. CLAD HOP, r 71 7"X18"PLHDR. (FLUSH( I / O -v ''y'r' PRE98 TREATED 6)(6 W/ DECO 'A M 19" SO.TAPERED COLUMN COLLAR TIES SEE PLAN FOR SURROUND(TVP) iy-1 0^ 1t 1" 11•x" 2'-2" x AFTER SEE PLAN FO R SIZE&SPACING LAT TENSIOFIRST FLOOR PLAN % f SEAM A STRAP ,f 114' " 2'-0° 16' 0° 10'-4" 31n END % a 01 I-an 10'-11" i LSTA9 0 DJOIST TURNED PARALLEL TO RAFTER AND T-i2 T•12 34" 8'-0. 1442,' 6'-8" 10,-8° 005~UNIGJOIBTS SIZE & SPACING ATTACHED TO THEM. 58'-9" T)FIRST FLOORPLAN A3 SCALE 1M -W RAFTER RIDGE I /Ir,-•~ COLLAR TIES JOB NUMBER: 11182 i SEE PLAN FOR = 9 812E&SPACING DATE: S-31-12 FTER Al USE SIMPSON HURRICANE STRAP MODEL % e2 LSTA9 OR EQUAL. INSTALLAS PER SEE PLAN FOR ORAVJN SY: ? P MANUFACTURERS SPECIFICATIONS. SIZE & SPACING I INSTALL STRAPS 32' ON CENTER % 2X4 FLAT TENSION a TIES MAX 4 FT O.C. ATYPICAL ROOF FRAMING DETAILS CEILING JOISTS A3 SCALE 112"llY SHEET NUMBER: 3 OF 6 j ti,.~: uV,:l / f yi fih 3k ikty 1'9 r~ h; }n :firgn~i';*v~ P.T. 1 { px y { { u h y~ { a ~1"" ,.toy N a I ''fi'r 7 r t J~' tea.' _ ~^z j . r d: - i r 1t 3 't '1'f'4 _ f q "r 4 $ IJ1r 1 '1 iVN' A, ry)"I i i i^ I~ )~-0 Yi7rL!"L d"'='~„' 4f `"f°'q J t'~. ~ ;t'. t•V ~5f' y i - ].e. v: ~ :,wm I =F45 -V~ 2 7 ~ ' t ; F: - '~~a _ d"z ~x v .~r~ § zur ~''•sx bt iur - L r~,,i ';.~5'Y r n;Y'S n ~i.1,,",u ~ S% t{.,-.' sh s ' r x t : i a }A~ r n z o 5~ #J "~P c 9 ~'„~&~~v1 "ail'- 5 -?%{rnp ~ prix E~'•.~'..r`43 I ''a~'~i~ s vi r~ r A q s~ r`>s-1rc 'ih YilrL ~ ")ITL r r x . . lr', y v -s~ F"r~p ~4, ~e ~~MS Sac. ~~n'~~: ~'i~h.!zI if 4 a~ '`m *XH~+t ~I ~ ~ c t9 ~ S $r~ ..trr~'a.. 2~ i i ~ iG 1'i riti i r r~ r r x li+ !a. r- r 4 L: r i' n "i'Ll'~ - ? i ~ hk J1i5 'b :fy'?7- rA 1, wuw1 'nm~ ~ :+r' ~~-r+r k- -``r,~` tn*" tuLnfi„ '-c t ti y y-yia ~~'tsr t& kul f+ 9 a ,t'`~f ~''S~V~p S, -IM'{'~y~tyly3~'T,~a ~'i ~l +~sprs~~tvsrr~'Lr r kY~al~'",'•r~'4.~uL~.~ r~„4L s T~ aF wi -n ~J mr~s/cL tom, A ~ c y FR`r''' . 4 w vv:I : ~rt~;. II I ~ I I~ i - ~ +Y ~ ~ ~ r;.l,"rlr t,, ~r I "4 f4vrL~yI LP a~ `k}'. i•?P' 7 u...- G ja LPCI ~3 ~'S~~ vm Cs ~r.,,y.,. I i REVISIONS: NO. DATE DESCRIPTION II i 2 3 4 5 6 i 7 8 9 i 10 i IL JI DARIO ARCHITECTURE (DESIGN OVERBUILD IN HATCHED 1 AREA AS! INDICATED I I V Wl2%8 C0 TIES @IV O.C. INSTALL ICE SHIELD FROM EDGE OF EAVE TO A POINT M' BEYOND THE R481DE EDGE OF THE ~ p I EXTERIOR WALL FOR MAIN DWELLING & DOUBLE I GF OVER ENTIRE LOW PITCHED PORCH ROOF AREAS m I w WP WPoGFCI G CI G~y~I T. I -'~-r--- - -.1 y 77 gif_ T 4057 ROUTE 9 NORTH #169 HOWELL, NEW JERSEY 07731 Ak' T:(908}24741350 I G I ® G I G CI GFC F:(732)-35 236 Ter / DARIO L. PASOUARIELLO. R.A. A.I.A. In W LICENSE NO. Al 1M / /r l 'L r- NY LICENSE NO.0318PE IJ GFCI GFC PP LICENSE NO. PM05WS a~pIpp \ EMAIL: DARIOPASOUARIELLO®OMAIL.COM SIGNATURE 6 SEAL: GC G i DMI GFCI IA 1 I C G CI I iE o t`~~" Cr'3 431 ~~~'"gnpvnnygn OglpuV' . MIORCI PROJECT INFORMATION: 0 1~ - - C .RI E TBY _ 3; C -A-V OR EIDUA (TYP. G lol- W ~a U Z / \ Iii w GFCI _i ../I: Lam'. IL In I I ~1I \ W 0t: z wr d' / ? i .t~ , . i / U n/ m z z VJ min IF WPAFCI 0 In -i In 042 Em A / w ~Wr~ CI z V V i I GFCI ~ I oil SMOKE DETECTOR AND CARBON MONOXIDE NOTES CONTENT: FIRST FLOOR ELECTRICAL (PLAN AC907.2.10 -SMQRROO (a )ROOF FRAMING PLAN o ROOF FRAMING PLAN /{Q SCALE 114=1'4" o I:3 ETAI Lu A4 SCALE 114"=1'-0' L ON THE THE CEILING OR WALL LL OUTSIDE OF W EACMH ROOM USED FOR SLEEPING PURPOSES WITHIN 15 FEET FROM THE DOOR TO SUCH ROOM. I, o FIRST FLOOR ELECTRICAL PLAN 2. IN EACH ROOM USED FOR SLEEPING PURPOSES. E. AS PER BC 908.7.1.1 - CARBON NON[ - CARBON MONOXIDE ALARMS AND DETECTORS. 31 IN EACH STORY WTHIN A DWELLING UNIT, INCLUDING BELOW-GRADE (OXIDE ALARMS AND DETW7OR5 SHALL BE REOD WITHIN THE , STORIES AND PENTHOUSES OF ANY AREA, BUT NOT INCLUDING CRAWL SPACES CARBON MONOXIDE ALARMS AND I AND UNINHABITABLE ATTICS. IN DWEWNGS OR DWELLING UNITS WITh SPLIT FOLLOWING DWELLING UNTT5 TELLING UNITS LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, I UNITS ON SAME STORY WHERE CARBO 3TOKY WHERE CARBON MONOXIDE PRODUCING EQUIPMENT OR A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SMALL SUFFICE FOKThE ENCLOSED PAR0G 15 LOCAi LED PARKING 15 LOCATED 11 ADJAGMT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE 2. UNITS ON 'HE STORIES AB06 IN'HE STORIES A50VE AND BELOW THE FLOOR WHERE CARBON MONOXIDE FULL STORY BELOW THE UPPER LEVEL. PRODUCING EQUIPMENT OR E :ING EQUIPMENT OR ENCLOSED PACKING 15 LOCATED. B. AS PER BC 907 2.10.2 - POWER SOURCE 3. UNITS IN A BUILDING CONTAIP V~ Ap BUILDING CONTAININGIIA CARBON MONOXIDE-PRODUCING FURNACE, BOILER, ER HEATER AS PART OF CENTRAL SYSTEM. REQUIRED 50MKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM A OR WATER HEATER AS PART J A BUILDING, CSERVED Bri CARBON MONOXIDE-PRODUCING FURNACE, BOILER JOB NUMBER: 11182 DEDICATED BRANCH CIRCUIT DR THE UN5WITCHED PORTION OF A BRANCH 4. UNITS IN A BUILDING SERVED CIRCUIT AL50 USED FOR POWER AND LIGHTING, AND SHALL BE EQUIPPED WITH OR WATER HEATER AS PART OR HEATER AS PART OF CENTRAL 5Y5TEI¢HAT 15 LOCATED :N AN ADJOINING A BACKUP SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW, OR ATTACHED BUILDING. ACHED BUILDING. DATE: 531-12 WIRING 51-100 BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER F- AS PER BC 908.7. 1 1 - CARBON MC I - CARBON MONOXIDE -REQUIRED LOCATON5 WITHIN DWELLING UNITS. THAN AS REQUIRED FOR OVER-CURRENT PROTECTION. I OUTSIDE OF ANY ROOM US IDE OF ANY ROOM USED PpR 5LEEPING PURP055, WITHIN 15 FEET Or THE DRAWN BY. A4 C. AS PER DO 907.2.10.3 - INTERCONNECTION. ENTRANCE TO SUCH ROOM. CF TO SLID ROOM. WHERE MORE THAN ONE SMOKE ALARM 09 DETECTOR 15 REWIRED TO BE 2, IN ANY ROOM USED FOR SLE ROOM USED FOR5LEEPIN PURP05E5. INSTALLED WITHIN AN INDIVIDUAL DWEWNG UNIT IN GROUP R-2, R-3, OR WITHIN 3. 011 ANY STORY WITHIN A DINE 5TORYWITHIN A DWEWN UNIT, INCLUDING BELOW-GRADE AN INDIVIDUAL DWELLING UNIT OR SLEEPING UNIT IN GROUP 1,- 1, THE SMOKE ALARMS STORIES AND PENTHOUSES 0 OR DETECTORS SHALL BE INTERCONNECTED IN SUCH MANNER THAT THE ACTIVATION AND UNINHABITABLE ATTICS. I AND PENTHOU5E5 OF ANY AREA, BUT NOT INCLUDING CRAWL 5PACE5 - OF ONE ALARM OR DETECTOR WILL ACTIVATE ALL OF THE ALARMS OR DETECTORS IN NHABITABLEATTIC5. G. AS PER BC 908.7.1.1,2 -CARBON A1C THE INDIVIDUAL UNIT. THE ALARM OR DETECTOR SHALL BE CLEARLY AUDIDLE IN ALL 1,2 - CARBON MONOXIDE-INSTALLATION REQUIREMENT. BEDROOM5 OVER BACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. CARBON MONOXIDE ALARMS INTERCONNECTION, AND AGO MONOXIDE ALARMS OR DETECTORS SHALL COMPLY WTH THE POWER SOURCE, INNECTION. AND ACCEPTANCE TESTING REQUIREMENTS AS REQUIRED FOR D. A5 PER DC 907210 4 - ACCEPTANCE TESTING, SMOKE ALARMS INACCOROM ALARMS INACCORDANCE WI415ECTION 907.2. f0,2 THROUGH 907.2.10.4., - WHEN THE INSTALLATION OF THE ALARM DEVICE515 COMPLETE. EACH DETECTOR AND INTERCONNECTING WIRING FOR MULTIPLE-STATION ALARM DcVICE5 SHAD. BE TESTED H. COMPLY M-h LL 712004 FOR CARBON 2004 FOR CARBON MONOXIDE BHEETNUMBEW ¢ OF 6 IN ACCORDANCE WITH THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72 . I I I i li' } < i4 r4 - e s,~YES~5 t ~ ffA t1 FL, hr i z Ire"`" Ix v,e i"nITs tia'2 Tva r - arr it -;rr r4y-+ 4 +1%r,~a i r L;~'kfr-'~',v''FR a€ I i T1G "ni f.r hr J a .''15'i Ar 61s u`i YrcTi'~'T 14' T 'NI Fvi N';y.+ ~ ?A'S.~~W",a~I rzl ~=ry°~ - v~i ~AC'G i.M C~ ! ,IYm5 r>u`~k.H s r I` ` 6, ta V'ti e7[.,,-Tl" wi r~'~:H ta~sDF„. Hv'• ~ 'Y"~'A ST rct~ 9 1F~f ' x sr~ „tix E z H s r u 'a E iAi r - - a rv r'(x,N'r lT ~ ti4 -w dr 4D a,l N~Ct .,,v c T 3 v~~ ~ gel;r J 1+ e Ny ~ r~ I nr r a ~1, r ~t <V i :r r ~ '1 ,7w 1 k rtf r ! S i'F 9l m. ~1(u! A t r c~ - 4rt rr r rNr$o°•ir 1 1 vas yr r rv. ( A` 1 if ll rrM. ~ ~ i~s..r7 y'P k r ra--~sfS~~arn~'.u~7'z~W^r _:r r I 'r -rsl D-"ii'c~.~:'ff r:,: 4r r r~n+" r I r I` L' . I a t i m 5 1 3 a ~ a Y I %a a~ ~ L _ n`, Y i REVISIONS: i NO. DATE DESCRIPTION 1 2 3 4 HEADER END REQUIREMENTS 5 CONT. R4A ? HEARDERS It HEARDERS IN LOAD BEARING WALL: 8 COR~A'"TIMBERSELF-SEALING (TYP) HEADER SPA HEADER SPAN; NUMBER OF FULL HEIGHT STUDS: 7 1X4 ALUMINUM WRAPPED 1 ` ,a. 1 B TRIM BOARD (TYP) ! 1A T.Q. 2 g 1X8 ALUMINUM WRAPPED RAKE 2 5-0' 3 10 TOP OF RIDGE rT _ BOARD (TYP) I 5-0' 8" FLY RAFTER(TYP) ! eb• S-0" 3 T-0' 3 8'-0` 3 L 1 D,-0• B-0 3 DARIO OW 4 4T 4 i IL ,r' - 1 I 1f0' HEARDERe IN N014 LOAD BEARING WALL: BLIND ALUM. FLASHING(TYP.) 1 i HEARDERSII LIT: 1 HEADERSPA HEADERSPAN: NUMBER OF FULL HEIGHT STUDS ARCHITECTURE (DESIGN 2'-0' 1 I CS16 ! +'4" m. 2 4'-0" 2 ~~`TOP OF PLATE . _ -L, (CUT TO LENGTH TO PROVIDE 28-8D NAILS) s'-0• T-0' I 3 ALLOWABLE UPLIFT-1705 sa^ g-0' 3 I l'- 6' WINDOW OPENING - (1) CS16 T t 6- 10'WINDOW OPENING - (2) CS16 ! +tl a 1tl-tl i 4 11'P 4 12'-0" 6 LINER TO HEADER ) z-0 - TRANSOM L _ - - - - ® Al NYL SIDING(TYP) VINYL CORNER 4057 ROUTE 9 NORTH #189 HOWELL, NEW JERSEY 07731 30ASOH 3049DH _ 1 _ _ 30500H1j 30500H1j - 1~ MOLDING (TYP) 3B60DH T:(908)-2475350 _ - EGREB$,'}, EG(iE39- - - CW146 P40A5 OW1 : - F:(732)-35M238 DARIO L PASgUARIELLO R.A. A.I.A NJ LIOENBE NO, A] 17A52 NYUGENSEN0.03MM Jill PAUCEN9ENO RAWS 0E EMAIL: DARIOPASOUARIELLO®OMAIL.COM SIGNAT 1 GRADE - - CULTUREDSTONE'-•-•y-•--~ I ~ Z A G) C Q _ _ _ _ _ _ - _ L - _ _ a I~-I___________ _ - _--~_--__---__J__________ ___7--_-1_ PRESSITEATE0GA WIDE 1REATE08%B WI DECO 36- HIGH RAILING I 'AZEK'WSQ.TAPERED CC W1 BALUSTERS LES SURROUND(TYP) I8"SQ.TAPERED COLU~N is 7 ladydO~ ° IUND(TYP) 1J µ7~ FRONT ELEVATION THAN 4"D.C. ij u.onpll'inoMP~r•;.. A5 SCALE 1/4"-1' i NOTE: i i i/. PROVIDE SEAMLESS ALUMINUM GUTTERS d LEADERS AS REQUIRED PROJECT INFORMATION: I' ) NOTE: i ALL WINDOWS TO BE ANDERSEN! OR APPROVED EQUAL LOUVERED GABLE VE14T(TYP) i i U CONT, RIDGE VENT BY COR•A-VENT OR EQUAL (TYP.) i ~ Z i ; 1X8 ALUMINUM WRAPPED MMBERLINE' ARCHITECTURAL 9ELFSEALING ROOF SHINGLES w w i RAKE BOARD (TYP) (TYP ) i ~ 7 I a_ i U. ~n ID 4 0 LATERAL MEMBER (SEE PLAN) i O N Z w i p` (JJ W j S L Sr` I-h~-r L- _ W O- z 1 i 1 I I~-~~ ^ LEI - ~ -L-Ti L~LUr~"' U N m2 i I j Z 20 r-~_r 1 T~-LC-r T7 1L .a r T "C 4 J - - -T T-fir- T _ 1 I BC6 POST CAP BY j ~ I_Lti~ -I Cti2 I. ._._F_- 1- N co 2 'SIMPSON"-0OR 1 - 1 r ZO V J F- N ~~TT L _L 1 r -1 C_ TT IT`r L I~~_ 0 111 U i 1 11 LS7T1 S -;S L^ iTSlr T I 1C~. - ~i1T_ jT~ s7 .T r _ 7T _1r 1S 1L L _5 zI i i r i 1 I S 1 -T 11 W w 1 - ~ e% B PRESS. TREATED POST 1, 1 - Z V i 2"MIN.SIDECOVER AMYL CORNER 0 I i I i 1 DABBB BASE PLATE BY - MOLDING(TYP) M i "SIMPSOR-OR EQUAL 1 1 I 1 I CMUPIER -SEE PLAN FOR I - I 1 FOOTING SPECIFICATIONS I ~ 1 - _ _ E3 o = F 4P CONTENT: - o FRONT ELEVATION o RIGHT SIDE ELEVATION o HIGH WIND DETAILS - - - - -CEMENT PARSING (TYP.) - - - I STEP FOOTING AS REQUIRED 2:1 RATIO MAN I I I ~ I I I JOB NUMBER: 11182 li DATE: 531-12 2 RIGI~JT SIDE ELEVATION A5 sca A5 SCALE II =r - DRAWN BY: D.P. A~ I SHEET NUMBER: 5 OF B I 1 [ 4 11 J, ad Y t u~ 4f b to- k r '.H r f5Y"Y• ~'ylr F t}4' *e^ P -cLLr.: r 3 vi - Ka.! r sr. S Ufa N~.s„~,ywl G ^ z f 4 rsr J Pao. l (r. i iw s, y v1F y h; UJ'1 t ?,m 5'r 1yy r 4' L` 4 tl .;a:• 7 1 W45~ Y . i+ tiffs `J.~"'...r _ ~s i..,y a*wi1 l e m Rk sfi ~t si31`a ,.v"# 2 r s~+a~ F F ~ Irv to ~ ~ lm ~ wd 5 r ~ t ~ v dj^ 1'W' t ~ I u ~ r j e e! J r 1 r :a 4 y} 4 rJ 5...... i 4 s 1 I -.1 M1j• <vi q~~'i':`L - V M r .T t+ 1 i Z t xi. T vt.. ~1 i~ MdJk v t Vnil 7 1ry~. <v!q .-R 11.x, n -~I~ ir~zu<f trL i-a.,..z;~i"`§= 't4I, i~5 { a, }..,w rx . § :I dtyl4m;v M^ a Spa' _Y tM~: xf~.1 R $ ¢i P r'r `'v I, d s'`Yiill 'utii >3m~,+`''I~r Fd' ~,+~il v n `t:W t:. _ 1y a - k"T'~.ryt r44ycti• F(,u~: i{ r ti a iv a v il. 3 ~t '~xi rf L1 yrW 1 ..ph ~nC h 1i I'b -TWM i i i;;~ d i ~a Fvc S ~5 f xi z i F Sf 1~}f, n f Yo P#„NV ,d J = 4P 5 "2~;„I?Sro=>rk uro:r=,r t ~s s, ~J 3~"~'~~ t:.~~~'Y y.~.k.~ ~ Y:.~ur6"~2~>~i£,C~~~Y_, v . l~a~.'.=;va~k~~'.:..'~C~s~i~+~~'~~e' .~aS',5 ~c.~": ~t~.~,~ k~ 'A.r~i'ws".~`'A~~'~N~`:d;:.,.. 5 : . G ^w^i`~,>?... Ym:~§~;%'&N»"' ~~~n, +1u, .Fl ~'~k rr` . c . ,v. t"~• ..i i :IP: '~i •~-t; hh. .i m:... r- i REVISIONS: WDATEDESCRIPTION CONT. RIDGE VENT BY COR-A-VENT OR EQUAL (TYP.) 'TIMSERLINE' ARCHITECTURAL LOUVERED GABLE VENT (YP) ILE VENT (TYP) SELF-SEALING ROOF SHINGLES (TYP ) 8 9 70 T. ll -fi r LTI' +,-L r J i1: ~L . 1, 7 r r_ I F--r - T.I L'~J-T_L L. t- L S l J- T i _ DA RI O FIX8 U KE BOARAPPEO Ta,~T- PH ~,-~-,~`~'1~[r~ ~.x ~1 `DTI ARCHITECTURE I DESIGN AKE BOARD (TYP) r1 1 .L - - 7 r` 7~_ l ALT L J"C ~ ~~7 r`- B r F ~I LJ I 7~ L . ~~-77C.L[`-'-r' J T- _ L.1~- ~I Z_CiLf_ T J. ~ Ir1 - 4: Ll 4 - i. r7. Aw TOP OF PLATE - AF~ 2V 4057 ROUTE 9 NORTH #169 0 s E HOWELL, NEW JERSEY 07731 T:(908)-2475350 F:(732)36"238 IIT . (T . P . E OAftlO L PASDUARIELLO RA A.I.A W MENSE NO. AI 17M2 NYUOENSENO.03 M8 PA LICENSE NO. Po11 BM EMAIL: DARIOPASOUARIELLO®GMAIL,COM OP OF SUSFLOOfl 81ONATURE&9EAL: CEMENT PARGING (TYP.) ,,pnmtl~'' OWE STEPS STEPST GRADEASREQ'D I I I b o I I I 077 - - - - - - - - - - - - - - - - - - I - - 11 'I NOTDEEEAMLESS ALUMINUM PROJECT INFORMATION: (REAR ELEVATION (W REAR I GUTTERS 6 LEADERS AS REQUIRED ua~sr $I I NOTE: W ALL WINDOWS TO Bfi'ANOERSEN' OR i LOUVERED GABLE VENT (TYP) APPROVED EQUAL Z I CONT. RIDGE VENT BY W W i COR-A-VENT OR EQUAL (TYP.) r Q "TIMBERLINE' ARCHITECTURAL h NW 4X8 ALUMINUM WRAPPED ^ SELF-SEALING ING ROOF SHINGLE U} U. to L . 6 . 4 i - - 1 RAKE9UA1 (l Trl 1 o v) Y, W o _ _r y rT W ~Z L L~ z L U m re z T~ 7 U) N Z V/ 1 rL r L T p U ~ 0 Nug rLLr T 1' _ ~T rr r - ~-r L - r L W W Z T , ON VINYLCO)RNER MOLDING (TYP) CONTENT: - 'III i. _ o REAR ELEVATION - ------ANxwDINGIRM- - o LEFT SIDE ELEVATION o HIGH WIND DETAILS - _ _ - _ _ - - - _ _ - J GRADE CEMENT PARGING (TVP.) - - - - - - CULTURED STONE o Z WI RALDSTERS LESS I I THAN 4'O.Q 4-------Z-'L----JL~_ STEPS TO GRADE ~-J AS READ I i 14 %/4y PT POST ON i JOB NUMBER: 11182 V %33" DP. I i CONC. FIG. (TYP OF 2) DATE: 531-12 DRAWN BV: D.P. i e z LEFT SIDE ELEVATION Asa SCALE IA A5a F i SHEEP NUMBER: S OF G I I' ° h e t' i o f d l I i v ~ 4, 4~° 'ity f c i a, l~ $t: Qua a r Jr tl ~ ~ it f dot `~hf r ~ ~9 ~ e'1 ~ n~~~11 fl tf ll,.,v"~ .'1 :.~^.4 ~J -~r.~rfa°,;-~.,'r`r,-~'~'~"i"ii''~:~ w„N h 5ras ~?F~4 w.,',.f~~,~i AV,Y...x„ra.~t s*e,,~~N T~, ~ry° iy ,.,~1, rr- Yk' - u L b l I t i 3 .T t i u~ ? f a r rt fJ 7 ~~t x fT >F d P~+ ~ T F i ~4 i1" Bl i L~ {Uj 6 ~I J 4 1 - 13, 1 1 p~~' q4~ 1 'T'F i }`~k $ ~.;~'kw;z }''NVr ~ b`~`~- ti', ~~a 'L' d'Fn..: rV4 r'.-~~f".',~t ar w yn~~~<t a. i',,.'¢c °t'?+u.i ``I r ~a t ~ t:' ,3, k~ j J t, J j..,`,r~'•r ~'~l',~ rnw V F{{z.,zw`~~, q%~ d} J la, Ma'a "a r t7~ ~ vtt~a r 1 ~ cVJ ~.~.~L . a~~ L~to~rv'I,A"Y~+.rrr'd s~~;wr!'V;., 2'";1vFh i"•:: Y~~.~~i ~$9'A~„3t~Irwi1F..V. h: M,,, ,t...~oV~`I,M1 _ilui..~dl.;t-r>Al..~'S5.. 1..._L? -"u! -,.~1' 7~,,,_ rV e i. ~~~.-.~"4 ~tw vVLL.4 v1liY .1! ~;,wvrvNu~^ .J-afL.~t1....V"w [ .,.;r,~d6r:~°d N