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HomeMy WebLinkAbout36216-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 10/13/2011 No: 35233 Date: 10/12/201 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ALTERATION 1345 Indian Neck La., Peconic N.Y. 11958, Sec/Block/Lot: 86.-5-1 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 3/3/2011 2/15/2011 pursuant to which Building Permit No. 36216 dated was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which tins certificate is issued is: alter existing building to a one family dwelling with attached one car ~ara~e and alterations as applied for. The certificate is issued to Marcy, Donald & Marcy, Alberta (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/12/l 1 R10-11-002I 9/14/11 36216 9/12/11  urt's Re!iab!e Inc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 36216 Permission is hereby granted to: A & D Marcy 59 Fairview Ave. Madison, NJ 07940 Date: 3/3/2011 To: CONSTRUCT A ONE CAR ATTACHED GARAGE & ALTER EXISTING INTERIOR SPACE. HEALTH DEPARTMENT APPROVAL REQUIRED. At premises located at: 1345 Indian Neck La., Peconic SCTM # 473889 Sec/Block/Lot # 86.-5-1 Pursuant to application dated To expire on 9/1/2012. Fees: 2/1512011 and approved by the Building Inspector. S1NGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITIONS TO ACCESSORY BUILDINGS Total: $1,380.00 $50.00 $1,430.00 Building Inspector Form No. 6 TOV~N OF $OUTHOLD 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 follosving: A. For new building or new use: 1. Final survey of property with accUrate location of all buildings, pmpe~ lines, streets, and unusual natural, or topographic features. 2. Final Approval from Health Dgpt. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 0fFire Underwriters. 4. 'aw. om 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) don-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly ¢gmpleted 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. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, , Swimming pool $50.00, ACCessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. !~//~ / ]/ New Construction: Location of Property: ,~- ~) Hous~ No. Owner or Owne o 'roperty: , 0 Suffolk County Tax Map No 1000, Section 8ubdivisi0n ! ! Old or Pre-existing Building: / (check one) ~ St~t Permitlqo. ~ (a ~ / 6 2--DateofPermit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted:$ ~0. O~ (~ Block Lot Hamlet Filed Map. Lot: Applicant:. Underwriters Approval: Final Certificate: (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer.richert~,town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Donald Marey ~,ddress: 1345 Indian Neck Lane City: Peconic St: NY Zip: 11958 3uilding Permit #: 36216 Section: 86 Block: 5 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: G&S Electric LicenseNo: 578-e SITE DETAILS Office Use Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures r~l~ HID Fixtures Wall Fixtures 1121 Smoke Detectors Recessed Fixtures 1361 CO Detectors Fluorescent Fixtur~ ~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS 200a underground service, 4 exhaust fans, 3 ARC fault circuit breakers Notes: Inspector Signature: Date: Sept 12 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOI,rl CERTIFICATION !3. 2o! Building Permit No. Owner: ~a_/d Plumber: ~[JF~5 '~x~6Jg{~'_. (Please prini) lead. I certify that the solder used in the water supply system contains l~ss than 2/10 of 1% Swom to before me this (Plumbers Signature) day of (~/~bffF' , 20 I/ Notary Public, .60~fvt~ County BERNAI)ETTE L. T~I. IN NOTARY PUBLIC ~4~14~93 SMa o! New York Residing iff Sufl~k C~y ~mmi~ion Ex~r~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~-]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] fiRE SAFETY INSZ'ECTION [ ] ymmRmst,~n~ [ ] m,~m~sms'r,~'tmtL, r~'rm~ REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F/01JNDATION 1ST [ ] ROUGH PLBG. [/,/~OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,. ~,( INSFECTI0N DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FO~U~ATION 1ST [ [ ~-]~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE ~/~/r/// INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI.ERESlSTANTC0W'TRUCTW [ ] FIRE SA~-... ( INSPECTION [ ] RRE RESISTANT PENETRATION REMARKS:__ DATE -~-- //'-/1 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [/] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ~E~"r~'r~~ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F/I~iNG / STRAPPING [ ] FINAL [~'~ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU/GH PLBG. [ ] FOUNDATION 2ND [~?'INSULATION [ ] FRAMmNG I STRAPPING [ [ ] FmREPLACE & CHmMNEY [ [ ] FIRE RESISTANT C0NS111UC1'ION [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] fiRE RESISTANT FENETRAT~N DATE ~/,/~//~f INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ~'] INSULATION FRAMING / STRAPPING [ ~ ] FINAL FIREPLACE & CHIMNEY [ ]~E/~ INSPECTION m~m~"t,~n'~ [~] R~RJs~'ril~rr;Bi;11~11o~ REMARKS: /~ ~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU?H PLBG. [ ] FOUNDATION 2ND [ ] I/,~o~.ATIoN~ [ ] FRAMING/STRAPPING [~/]' FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COliSTRUCTIOIt [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R~OUGH) [ ] ELECTRICAL (FINAL) REMARKS. / ~ , ~/~._ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN~.~I~"A~'ION [ ]FRAMING/STRAPPING ["'"J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CORSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~/'F C---tO / / DATE INSPECTOR TOWN OF SOUTHOL BUILDING DEPARTN TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 S outholdTown.NorthFoi'kmet Examined ~/.~ ,20 /[ Approved ,~/,/~ , 20 /[ Disapproved a/c Expiration 7// ,20 /,~ FEB ;"i bLDg DEPI. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans planmng Board approval Survey Check Septic Form N.Y.S.DEC. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. ,. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or 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 ndw 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 of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises r'0Ok~PtLD [')-, ~Ap,,cv ~ fit.~lZ.~ Co ~tl2g_.~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly 9uthorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l. Location of land on which proposed work will,be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block .~ Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ "~ ~llv~vt.~. .b. Intended use and occupancy ~'~ Sta0[~' ~,~- J~Igt06~t{'~ 3. Nature of work (check which applicable): New Building Addition ~ Alteration Repair Removal Demolition 1~, (t,~.~* ~o~\ Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexisti.ng structures if any: Front "~'~ $/{~.~* Rear Height I ~" c° Number of Stories * I0. DateofPurchase }~ )fi"k) 1 1. Zone or use district in which premises are situated J~'/4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Dimensions of same structure with alterations or additions: Front Depth --- Height fro cq~.4~ t-'7, Number of Stories Dimensions ofent, ire new construction: Front ~q"q'/l'l Rear Height ~,~ ~,,/ ~/q~t~'l Number of Stories Size of lot: Front I ~.5 Rear 12~ .Depth Name of Former Owner ~0-~e"lq~>OCtT Depth " Rear Depth NO ~ l 3. Will lot be re-graded? YES NO O/', Will excess fill be removed from premises? YES $'q NO 14. Names of Owner of premises OO~-LO hto ¢T ddress 5q ~ Phone No. q~' ~16 -O5 ~ Nme of Architect [¢E~ ' Address~ ~S*:~ff 0~*hone No~ Name of Contractor~b~, J4 ~m.~ddress~ ¢ o~ ~omj,~/~one No. &3/- PT*-.re7o 15 a. Is this prope~y within 100 feet of a tidal wetland or a freshwater wetl~d? *YES NO ~ * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this propeay within 300 feet of a tidal wetland? * YES NO~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 1 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. V/ ~ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. , 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer; etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this,/~ ~ . ~ ~ /t{F-~kkyof V(~ 20 lI ~d/~'x'x~- -- ., .... ula~V Public, STate of I~e~ ~,~ ~ /)*~ ' Si~tum ~ Applican mota~ vuunc ' No. 01T0619069~ t Ouahfied in Suffolk Count', Conlmis~:ioo Exoire~ M~, 9c l~ Town HallAnnex 54375MMn Road P.O. Box 1179 Soud~old, NYl1971-0959 Telephone (631) 765-1802 · ._~..~x (631) 76~-,95Q~, ro.qer, nchert(~,town.sou~no~a.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: f tq ?/ Lot: Name: License No.: ~'7',~o _ ~ Address: (P.o. ~o>~-- ,D_~ ~' , ~O~o~ .' Phone No.: ~[ -- JOBSITE INFORMATION: (*Indicates required information) *Name: ~~ *Address: [~ (~[~ ~F r{~ *Cross Street: ~o ~ P~ G ~ ~ ~ *Phone No.: ~3/~ ~7~ - ~ 70 Pe~it No.: ~ ~/~ Tax Map District: 1000 Section: ~ Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Tamp Cedificate: YES Rough In Final Tamp Information (If needed) *Service Size: ~ 3Phase 100 150 (~ 300 350 400 Other *New Service: Re-connect ~-n'dergroun~ Number of Meters ~h-~nge of Sewi~'~'~ Overhead PAYMENT DUE WITH APPLICATION Additional Information: BUILDING PERMIT EXAMINER CHECK!,IST Applicant: Architect/Engineer: *Date Submitted: ~ // ~/ / / Date Reviewed: Owner: / / C97- Estimated Cost: SCTM# 1000- ;~ - -%- 1 Subdivision: Property Address: /~,~ /3D,F)/~X-D,/~ /~. Zone: ~-~/') Conforming?_~ . City: ~ CO/O/C~ . Pre COs? Building Permits (Open/Expired): BP/~a?~Z / C/0 Z~f~ c~ Info: ~©~ BP ~ 00 ~ -Z / ~0 ~ ~Info: BP~-Z/~OZ-~,Info: BP~-Z/C/OZ- ,~fo: BP -Z/~0 Z- ,Info:. Single & Separate Search Required? Y orN Determination: ~Q. ~t Size: ACT. ~t Size:~ ~o~ ~ ~Q. ~t Cov.~CT: ~t ~v ~,~2~ ~Q. Front~Ot ACT. Fro~~QSide ~/,ff' A~.Side /,~G~}~Q. Re~ ~ PROP. Re~ ~' ~Q. Height ACT,~ight I~' ~ R ~ ~, ~ Slb~5 A ~ T W~terfront~ Y o~ lfy~, w~ter body:. Panel~ ~ Flood Zone: ~ 8ul~ea~Bluff Dis~nee: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or N - If yes, *Bed#: *Date: / / *Permit//: . Town Septic: Y or N - If no, certification required: Y or N Received: Y or N By: NYS DEC: eR~-O~cgnns Y or N - Date: / / Permit #: or NJ Letter - Notes: Southold Trustees: Y or N - Date: Soutbold ZBA: Y or N - Date: / Southold Planning: Y or N - Date: __ __ / Permit #: or NJ Letter - Notes: Permit #: - Notes: / / Permit #: - Notes: Town Landmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Calculation: Foundation: ) 6 ~ SF 1. ( First Floor: c~, ~ ~,~,. SF Second Floor: ' SF Other: SF 2. ( Total: SF SF)- (__ SF)- (_ + Initial_Fee: + Addition,al Fee (_ ):=~ SF)= 8F X $__ + Initial Fee: + Additional Fee ( TOTAL: $ ~, NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC D~SIGN CRITERIA: · Grounti Snow Load: 2.0. Weathering: Severe -Frost Depth: 36"__ Design Temp: 11 'Ice Shield Underlay: YES. USE/OCCUPANCY CLASSIFICATION: HEIGI:IT/FIRE AREA: .., TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEBKED/pREScR-~T1VE FIJLL FPCAMING DESIGN ELEMENTS: Y/N! IlEAl)ERS: YfN WALL STUDs: Y/N CEILING JOISTS: YfN FLOOR JOISTS: LUI~BER SPECIES AND GRADE: YfN Wind Speed; 120MPH Solsmlc Design Category/ Termite: M~H' Decay: S-M. Flood Hazards: GIIqX) ERS.'. YfN ROOF RAFTERS: WI2ffDOW A_ND DOOR SCHEDULE: · [VIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N ~rENT 4 %: Y/iN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIILE PROTECTION EQUIPMENT: Y/N TRuss DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: YfN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) TOWn of Southold Erosion, SedimentatiOn & St~orm-Water Run.Off ASSESSMENT FOR,:~: PROPER~Y LOCATION: S.C.T.M.~. THE FOLLOWING A~flOHS MAY RE~IUIRE THE SUH..I~.._~t~jOHi~ A1 ~) -~ I STORM.ATE, R, GRAD.G, DRAIHAGE AND EROSION CONTROl. PL~'" ~sutet ~, Lot ~'K r?IED BY A DE,SIGH PR~r-~?OHAL IH THE STATE OF HEW YORK. ~ # I won~ 1 V~rdl Ih~ PmJ~K~ R(~I~ M S~onn-Walef Run. Of~ lmperv~m ~) 3 ~~~yd~~ i~m ~ ~ ~t ~ ~e ~ ~ ~n ~ Cu~ Y~ of Mat~al ~ln any ~ . 5 ~ ~ ~Uon Requ~e En~p~ an ~ea ~ ~s of F~e ~ou~ (5,~'S.F.) ~u~e Feet of Ground 6 Is ~ a No.mi Water ~ Run~ ~.~ ' Si~? Is ~ ~ ~n ~ T~e~ ~ ~ ~ Hun~ (1 ~ feet of a W~ ~ea~? o~ H~ 0~ 0f H~bJ.D~? ' · R~ dV~a~ ~ d~ ~ A~(~) ~~b~l ~) That I, .............. ~_~.~.~.~ .................. be~ duly sworn, depots and ~ ........ :. ........................... ~:~.~.~:~} .............................................................. ~ ~or ~ of ~ ~ ~ ~ ~d ~ d~ a~ ~ ~o~ or ~ ~d ~e ~ apph~n; ~ ~ ~ ~n~ m ~ appH~on ~ ~e to ~t ~e ~ ~] ~ ~o~ ~ ~e ~ ~ f~ ~ ~c ap~o~on ~ed h~. .............................. .......................... ................ . ......... ~0~ - 06/1 ~ v~c~ TOTF~, ~ · ~ota~ Publi~ State n N ~ Y~ uuali~ied in Su~u ~ C~ ,,,m. S.C.T.M. NO. DJS~ICT: 1000 SECTION: 86 BLOCK: 5 LOT(S): FND. N6g'~4 'O0"E SPRING CONC, ~ PROPOSED WATER SER~CE $6g'24 'O0"IF ADD PROPOSED GARAGE 02-t1-11 LANE PJPE STOOP 55.5' SHED CONC, WALKWAY CONG. PARKJNG AR~A 6' STOOK~DE FENCE 55.9' pROPOSED I L 0 165.00' ~HE WATER SUPPLY. 14~LLS, DRYWELLS AND CESSPO0~ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OB DATA OBTAINED FROM OTI-IERS, AREA: 20,588.70 SQ.FT. or 0.47 ACRES aEVA,ON OATUM: ......................... UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR ~HOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOB A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRU~URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERT~ MAP OF: FILED: SITUATED AT: PECONIC TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 10--1;4 SCALE: 1"=30' DATE:DEC. 6, 2010 N y S LIC NO. 50227 CERTIFIED TO: DONALD MARCY; ALBERTA MARCY; FIDELITEY NATIONAL TITLE INSURANCE CO.; KENNETH M. WOYCHUK L.S. Land Surveying and Design P.O. Box 3, Mattituck, New York 11952 PHONE (601) 208-1588 FAX (~1) S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 5 LOT(S): I ~ DWELLINGS ~ W/PUBLIC WATER #R10-11-0021 DWELL/NGS W/PUBUC WATER 165.00' r~o. S69'24 'OO "FF SANITARY LOCATION L.P.#2 26.5' 29' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOI~V ARE FROM F/ELD OBSERVATIONS AND OR DATA O~TAINED FROM OTHERS. MAP OF: FILED: SITUATED AT: PE:CONIC TOWN Or: SOUFHOLD SUFFOLK COUNTY, NEW YORK FILE # 10--114 SCALE: 1"=JO' DATE:DEC. 6, 2010 AREA: 20,5§8.70 SQ.~. or 0.47 ACRES UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A ViOLAtiON OF SECTION 7209 OF THE NEFF YORK STATE EDUCATION LAFF COPIES OF THIS SURVEY MAP NOT BEA~!ING THE LAND SURVEYOR*S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP)! GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR F~IOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREOR, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSE~ OR DIMENSIONS SHOI~V HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINEB OR TO GUIDE THE ERECTION OF FENCES. ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSIII?FACE STRUC~lJRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EViDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DE. SCRIBED PROPERTY I CERTIFIED TO: DONALD MARCY; ! ALBERTA MARCY; FIDELITEY NATIONAL TITLE INSURANCE CO.; KENN[TI-I M. WOYCHUK L.S. P.O. Box 3, MatUtuek, New York 11952 PHONR (631) :~a-1~88 F&X (881) 208-1588 SPRING LANE _ _. I / ~. ~zo ~.~'w U.H.O ~'~'0 2 UTR. EXTRUDE9 FOLYSIYRENE INSULAllON DOARD BkOOH VENT ~ UNE OF STRUCTURE A~OVEI ~ - ~ BLOCK WALLS (FULL REIBHT INSIDE AND ~ BELOW ~ -- PROVIDE T~MNE SHIELD AS PER EXISTING DETAIL ~ HNAL GRADE ObflSIDE) WITH APPROPR~TE AND '~, I ........... ~ ......... ~ ......... N __ '* iv .av-i ~ ,,.-,., K -- APPLY APPROBRIAiE AND RECOMMENDED FOLYSWRENE ~ ] I - LOADS FROM ABOVE ~ PROVDE SQUASH BLOCKS TO -- . ......... LOADR*M*VE PROVIBESQDASBBLOONSTO :. CO BOOGS*ODBS, OONCR ,OO, NGW/ ~ ~ ~ -- J' D~ ~ BOLT. ........... / OUlUNE OF RBOF/S~mT/O~IJNC a~ pROVIDE CONflNOUS REARING FOR POST(S) FROM ~~J ) ............ J I! ~[ iI ,,~ CO~RUous~A'= * #A',~ ,B' 0.o. ~ ~ / .... , = = = = ~ i~ ~Ji ~ ~ iiHOT DIPPED C~LV STL LAG AND WASHER ASSE~BUES \ ,~J i i i - 1/8 PER FOOT TOWARDS BARAOE A~OMO01~ DOOR. ~ ~ / J ~ ~L~L.~'Le ~ / FORMED FOOTINO WITH 6 HIDH EXPOSED. 8 OIA. ~GAL-~"~F-O' \ ~---~ //~L~] J ~ ~'O~ /11~l'~--~ l/ FORM~]) TOP TAMPED FLAT RE&DY FON POST. POST -- , / ~ ~ ~ ~ . ~L--- ~ ~J] / ~ ~.---I ~"¢'~ ~ i ~ GOWN TO SIRUCTURE BELOW. PROVIDE SIMPSON BC AT ....... ~ ~ / '/ / , ] / I% \ II ~1 ~ i ~ [__ _ GIRDERS AS SHOWN UNLFSS NOI[D OTHERWISE). (rfP.) / / .,.' ),. / /' / J COm'~T aEl'.'~'t I~ST/~I~IN,/~I~T flUS1' BE BLOCKS TO PROVIDE GONTINOUS REARINO FOR ~ ~ J~ Il I COMPACTED GRAVEL, 6 MIL VAPOR BARRIER & ~ /' ./ / \ ~ × ~<' / , ~GoN (BBB.SB,.Z,?S) ~B OAL. suM. w~ w/ ~ .T., ×' ~ _ \ / ~ .× '~' I LOCKADLEFOP~ZOELLE~(SB2.TZB.Z7~OCAST-I~OR ~ I E a [ ;I;~ ', ~ ....... 4 / ' ' ~ '. '"~&A°'"'' II I FOO~]NBWrm~4s70.C. FJkCH WAY (5 MIN.) ]VP. ~ .................... -- /' ' ~,,,~'~,,~. II I SO~L ASSUMPtiON BASED ON 500 PSF - NOflFT ~ ~ ~ ~I O C E~R WAY ('~ MIN,) IYP. SOIL ASSUMFIION BASED ~ ~ ~ % '~ ~ I I PRESENT OmENV~SE .................... ~ ~,t::~ ~,P~r- ~h~7~//i//~ / , RIGID INSOlAtiON IFADDS ANHmED TO NRW BLOCK WALLS [~ N '-ms~ ~s mo~ I ~A/~'.. ~" -/'-0" RECOMMENDED POL~lTRENE COMPA]]BLE ADHESIVE. ,, ~ ] PROVIDE FULL SIZE OPENING FOR BLOCK VFbff(S). OPTION A: I CONDmON (BEFORE AND AFTEN EXTRACTION) AND IS I FOOLING WITH ~4s 70.C. EACN WAY (5 MIN.) ~ I ASSUMPTION BASED ON ,500 PSF- NOllFY Jl[ , ~ HTECT IF CONDr~ONS PRESENT OTHERWISE. --, I ~ DOWN WITHOUT ViOL~NG THE UNE OF BFJ~RING SOIL ~ ~ ~ ]~I ' ~ ! -~ ..................................... ~ ......... ,/~ ~ ' ~ ~ -II ~ - / iJ ~ \ ~~E,T~ ~ ~ / / / .: II I / LOADS FROM ABOVE & PROVIDE SQUASH BLOCKS TO J ADo~ slzFU FO ~mH ADOVE (Wp.) / ' t_ · \ OPTION A: t .... ~ / NOIR THE ASSUMED EXISTINO OIRDE~ DUE TO /~ ~ . ABOVE Cl~ PLY WITH murAcmRFRS DSTNLS OYP) , , ~ ~k~A~/[~T D~TA ^SRUM~ON ~ED OM t~OO PSF - MOF,F~ Idll~OUn/OZ'on - ~.J/c////,r-onpJru-~'o-/~ / 2~"j~/, ;C~ A FLUSH FINISH 07P.) ~(2)SOLEADDmONALPLATE AT D.F.BEADINDpLATEsWALLSADovESRALL(DuEBEToPT'ADDmDNALZX' WBH ~lJh~ t~ wr/ff en ~horizd~on of ~r~ ArchiJ~d LL.G NJ AI, I~ ~ 1 r gLV ~LO 4" RECESSB. LOW ~L~AGE LIG~ FINTURE HOUSING H1499RTH TRIM: 1421 CLE~ ~D ~,P 12V 5OW MME pcc/'f/C //On> Cum pliance Certificate A OO / / D / / " "' ~ ~LO 5' RECESSED, INCANDESCENT UG~ FIGURE HOUSINg: HSTyHSRTH TRIM: 5020/5021 CL~R AND ~"P 75W PAR aO or 6DW A19 O~P FUC I'OR ~ gl' Location' Suffolk Count, Ne~ York ~, ~ITLiV" ~'" (JE[:~ [, F' I Oonp/ruc/lon ~F CEIMNB MO,~ED, DECORATIVE INC~DESgE, LIGHT FIX~RE, CONTRACTOR TO SUPPLY ROU'GH-I', WIRIN' A" IN'AL~TIO', OWNER TO ~ SOLDERUSEDINWATER ~ ~2 FLOURESCENT: LIGHTOLIER ALTER HE MODEL ~QH~GPFOP224-120V-PB-(N' OPTION FOR ~A~ ~CKUP) ~ ~MP (2) ~HO 24W FWHGOGaASL e~,,, 4~ 0.~0 ~ ~n~ of r .................... I I ..... . InsulaRon depth: 7,3' FEE ]~¢0, ~44 ~UTONEEX~USiFAH/LIGHTT44~TW/WHITE~FFLETRIM(TOCF.M)/1~ ~ ~ ~ PARKiNoEXISTING AREACONCRETETo BE Ex,sting Cra~' Mason~ BIIockwlth Empty Cells WallheIBht: 4 B' 803 ~0.~ ~0.0 81 785-I802NOTIFY BUILDING DEPARTMENT ATb AM ~} 4 PM FOR THE B.pth ~elow ~rade 3,0' FOLLOWING INSPJ CTIONS ~664 NUTONE EX.MST FAR/LIGHT 8664RP IN WHITE (100 C,F.b), I ~ I ¢ REMOVED COMPLETE. NEW InsulatLon depth: 3.0' 1 FOUNDATION- vvu New Crawl: Mason~ Block[ with Empty Cells 9B 1,~ 1oo 9 2. ROUGH-FRAMING, PLUMBING, ~ ]N~RCONNEC~D DUCT SMOKE D~ECTOR ~REX ~ODEL ~2650 760/761 {760=IONI~TION ~ 761=PHOTOELECTRIC) ~ .~ ' ~ ~ - NEW ASPHALT DRIVEWAY. Wallhelght+40' STRAPPING, ELECTRICAL&CAULKING ~ ~ ~RBON UONOXIDE D~CTOR ~ITH BA~E~ mCKUP, SEE SPECIRCATIDNS FOR ~RTHER D~AILS, ~ ~ r ~1 ~ =: .~ :m - NEW 0 N E STORY Ins,de bele~gradedepgh, 3,0' 4 FINAL- CONSTRUCTION & ELECTRICAL ~ INTERCONNECTED RET D~ECTO~: &E. SfOA-HFS/HRS INTELLIGENT HBT DEBTOR WINING COff~eURA~ON AS RDUIRED, ~ ~ i OARAGE ADDITION. MUST BE COMPLETE FOR C IEXFl COOPER LIGHTING SURE-L~ES EU SERIES DB[LIGHT EX~ SIGN MODEL j EU-S-GD-G~ ~ ~ ~ m : ~ ~ ~__~ / STEPS TO GRADE. ~ BESIGNORCONSTRUCTION ERRORS ~ ~S~ XNSOR S~[C~LERT HORN/SmO,VHORN STROBE WIR~ COmGU,A~ON AS ~mmm ~ ~ ~ PURSUANT TO ONA¢~ ~ C E, SIOA-270 SERIB ~NUAL PU~ STATDN WIRING CDNFIGURATION AS REQUIRED, ~ ~ ~ , - -- ~ / ............Zone R40 ReqCred Bisting I Bisting Status Availed8 T¢~,I To~Is % Proposed Status , / I / uot . 2o,o0o. o' 2o, 8 . o o.k. I THERMOSAW HgNTER A~OSAVER DIGITAL ¢ 8 12BY., I~. DUPL~ RECE~AOtE. ~ ~ b - I ~ ~ ~- ] ~% ~07 ~ Front Setback (Indian Neck) 40.~0 32.20 E.N.C. (7.80) 32.20 E.N.C. / N.C. ~° ~ ~ ] / r ~ s~n~ ~ ~ Front Setback (Spring) 40.00 39.70 E.N.C. (0.30) 68.57 O.k. ~42" 12DY.. 15A. DUPLEX RECEPTACLE S~ HORIZONTALY AT SPECIFI~ MOU~NG HEIGHT ~F.F. ~ U .~ ~ j ¢ ~ ~ ~ ~ ~ EXI'STINO CONCRETE STEPS Rear Setback (Minimum) 5Q60 70.30 O.k. 20.30 56.54 O.k. ~ OFC~ moV, tsk CROUNP FAULT CirCUIT INTERUPTER DUPL[X RECEPTACLE, SB HORIZONTALLY AT 42" &FW I ~T~ ~ Side Setback- Right ,1~.00 24.30 O.k. 9.30 26.30 O.k. ~ ~ ~ ~ ~ / I ~Woo~oo~ COMP~ET~ NEW TOPSOIL ~ 5 ~ 0 I r F~ON~~ / ~ ~ U ~ = Required Bilsting ~ ~2~V.~DUPLEXR~C[~TAC[ESPL~W~REDm,~C,B. ~ ~ '~ ~ -~' ¢ ~ ~ ~ ¢_?~ ~ AND GRASS SEED. LotCo~rage 2O.0O%' 7~.27% 4,1d7.74 14,467.00 E.N.C. (10,349.26) 40,645.00 3822.08 18.56% O.k. ~REF. DEDi~DRECEPTACLE~ORSPECIFIEDAPPLIANOEORELE~ONWBEWCE ~ ~ ~/, '1 ,' , i ~-¢ I ~ ,~ EXISTING WOOD RAMP TO g* ~ ~/ ~ ~~ u ~ ~ F BE REMOVED COMPLETE. R R ~/~ - - ~ EXISTING SINGLE STORY S SINCLE-POLES~IfC~ U~m~ g~m~ ~O~ELCS~I-m. : A~ ~ ~ EXISTING CONCRETE J" 3" V.T.R. ~ 3 r ~ - ~ WALKWAY TO BE REMOVED ROOF ~3" V.T.R. ~ 2" V,T.R, SdLV S,,O~E-~OEmWVOL~A~ES~,m~W~H~M~E~4~O~[UmO~MO~LS[V-6OOP. ~S / ~/~ ~ ................ ~Z-.~ COMPLETE' NEW TOPSOIL ~ F~ _~ 2. -- I ~. ROOF ~ ~ ¢ I / AND GRASS SEED. I. 2~~ I - ~--- I REMOVED COMPLETE. I . Sp S~NG~-PO~ SW,TCH UNm~ED PILOT LIDHT L~ITON ,OD~ 1202 PLR ILLU,UNATD "ON" IN RED. ~ -.'- ~=~__, ~ ~ 1 1/2~ - ~1 1/2" 1 ~/~1 1Z2" I I DW I ~ - --- o~ EXISTING CONCRETE STOOP - . ~ REMOVED COMPLETE. NEW FIRST FLOOR -- I L __ 1 1/2 FIR~ FLOOR s3d THREE-WAY~ITBHW[THD[MMERGOOW/I~LUTRONDODELS-GDSP/S-IOSP, J [ /~] ~~~I ~ ~ TOPSOIL AND GRASS SEED. ~~L~--2~ &Z~--,__3, I . 2" 2~ ~2" ~ ~ ~ N 240000 W 125.00 ~ S4 FOUR-WAY S'ITCH UNF"ED L~ITON MODEL CSB'-15.~ ~_, , , PARKING AREA TO BE M~ TER'S E A~ ~LL .TH-: INGL~ VANI~ ~ 'DRY~ KITCHEN IS~D KffC IEN ~ ~LEPHONE ~0 LIME NOME RUN, CAT 6 (4 ~ISTED PAM) ~ERMINATED WITH J~CKS IN BECORA FACEP~, ~EL ALL ~UNS AT ~AN~ / ~ ~ ~ REM OVED C OM PLETE. NEW ~1 1~2~ _~ r ~ ~1 1/2 ~ ~ TOPSOIL AN~ O~ASS SEED. LOCATION T.B,D ~ ~ A C~LE ~ ~-~ ~OME ~UN ~,~ T~mT~ ~,~ aCK ~ DECOR~ ~CEP~TE. P~OWDE mPUn[~ ~F S~U~ ~ S~ZE ~ O~RUmE~ EDgE OF PAVEMENT IN THE FIELD ~ ~. 1/2" ~ O~NE~ ~BEL ~ PUNS AT P~E~ BASEME~~ BASEMENT INDIAN NECK LANE ...........~ SP~ER (DO~ED IMPLIES CEIUNG SPIKER) SP~ER TO BE SUPPLIED BY OWNER. ~IRING ~ INSTA~TION BY ELECTRICAL CONTRACIOR. ~" ~" ~2" ~C,O, 'SPK ~BEL ALL RUNS ' PANEL~-- ~ ~ ~ OAS OUTL~ W/SHUTOFF VALVE. ~ [ ~ ~ / ' I ' I I I I ,o I " I " I Zone R-40 Req~uire.d Existing Existing StatusAvail~'l~i~ I'l~l~l' Totals % Proposed Status Let Area 20,000.00' 20,588.70 O.k. 20,588,70 1 O.k. Front Setback (Indian Neck) 40.'~0 32.20 E.N.C. (7.80) 32.20! E.N.C. / N.C. Front Setback (Spring) 40.00 39.70 E.N.C, (0.30) 68.57 O.k. Rear Setback (Minimum) 5Q,~O 70.30 O.k. 20.30 56.54 O.k. Side Setback- Right ,1~,00 24.3a O.k. 9.30 26.30 O.k. Required Exilsting Lot Coverage 20.00°/o~ 70.27% 4,117.74 14,467.00 E.N.C. (10,349.26) -10,645.00 3822.0(]18.56% O.k. DIVISION 1 - GENERAL NOTES if the work of the contractor is proceeding in accordance with the contract documents. This limited site Industries (Peter Badger 518-469-2222). Protect vapor barrier during all phases whinB might damage the Construction" & "WCD 6 - Design of Wood Frame Structures for Permanence" by American Forest & Paper exterior framing to beyond einvathn~ of insulation within attic. Baffles located in cathedral ceiling shall be observation should not be construed as exhaustive or continuous to cheek the quality or quantity of the work, but Barrier. Make repairs prior to covering. Utilize only approved tape and/or mastic as required. Association / American Wood Council (awe.erg) and IRC International Residentml Code, including But not continuous to tidgd/gable/power vent as specified elsewhere. · ]imitad to nailing, fire stopping, anchorage, framing and bracing. Cnde requirements for spacing, sizing, spans 1,l I All work shall be performed in accordance with all applicable cod6s, ordinances and accepted industty rather periodic In an effort to gnard the Owner against defecB or deficiencies in the work of the contractor. 4.1.6Orout for general brick repair: Use Type N mortar eonsisgng of 1 part Type I Portland Cement I part Type S and cuts sBall be strictly observed. 7.2.3 Provide kraft faced formaldehyderfme fiberginss bait insulation wflb minimum R values as follows unless standards. 1.1.34 All structures require periodic maintenance to extend lifospan and to ensure structural integrity ~om exposure Hydrated Lime 2 to 3 times the volume of cement and lime of ASTM C144 (sand) aggregate, otherwise noted: 1.1.2 Contractor shall visit the site, shall base estimates upon present conditinns, and shall be required to complete all to the envRonment including but not limited to a salt environment. A planned program of maintanance shall be 6.1.3 Glue laminated beams labeled as "lamintaed veneer lumber (L.V.L)" are to be "GP Lam 2.0E" as manufactared Rafter Cedings R - 19 work sbown or indicatad. Contractor sballverifyalldimensions and condflionsinthefieldandnotlfyd~e established bythe BugdingOwner. Tldsprogram shallinclude such items as, but notlimitedto, painting the 4.1.TAllconeretusha]]be stane concrtae. Minimum compressive strengths at28 days shall be as fallows: byGeorgiaPacific Corportainn. Pruvlde 4"x 6"bearh~gunder allgirders aslndicated ondrawmgsorminimum Ceilings R-30 Architect of any discrepancies or inconsistsnines from assumed conditions shown on file drawings prior to structural steel, protective coatthg for concrete, sealants, caulk joints, expansion joints, control joints, spa0s and a. Footings, walls, piers, slabs 3,500 psi 3 ¼" bearing under all other conditions. Provide ¼" bolts 16" c.c. staggered top and bottom where built-up. Walls R - 13 submitrlng any bid, executing constmtstun and/or prior to the fabrlcation/erectinn of any members, cracks in concrete and pressure washing of exposed structural elements exposed to a salt environment or other b. Grout for cnncreta binak wags 3,500 psi Refer to details for L,V.L, wgh flitch plate & joist/girder penetration gusset details. harsB chemicals, e. R*-fampering of concrete is strictly prohibited 7,2.3 Provide 3" thick sound attenuatinn blankets at all partglons surrounding and floors below hntbroems and around 6.1.4AII metal bangers and hardware shall be by Simpson Strong Tie as specified on plans. Where no deslgnat mn of all water and san fiery pipes. 1,1 3 Do not scale the drawings, Writren dimensinns take precedence over depicted s~zes and reinfionships on drawings, Variations in drawing size may take place due to drafting and printing processes. DMSION 2 - DEMOLITION , 4.1 .SConcrete subject to potentially destructive weathering action such as freezing and thawing shall be air-entrained a spemfic hanger/itam is speinfied, use the most economical hanger/item. (total air content {percent by volume of concrete) shall be not less than 5 percent or moro than 7 percent). For 7.2,4 Seal all thresholds in sealant, Caulk and seal all windows, doors, and joints. l.l.4Ag dimensions are given to face ~f gypsum board unless expressly noted et herwise Windows anti exterior 2.1.1 Sea Section 9.4 for Lead-Based Paint mformatinn and requirements, garage floors with a stool troweled finish, reduction of the total air content (percent by volume of concrete) to 6 1.5 Structural Framing lumber to be No. 2 Douglas Fir, or befler, 1,450 psi minimum, factory marked. ' not ]ess than 3 percent is permitted if the specified compressive strength of fac concrete is increased to not less Section 7.3 - Siding doors are located by centerhne. 2.1.2Demolition requires the selective removal and subsequent offsite disposal of the following: than 4,000 psi. Installation shall be in accordance with AC1301 & ACI 318, Specifications for Concrete for 6 1.6AI[ framing shall be plumb and square, true, well braced, pinned together wife good joints and tree hearings, 7.3.1 Provide siding as indicated on the drawings thstalled over "Tyvek House,wap°. Buildings, Framing and naihng shall conform to I.R.C. and good practice. Laser-favel all kitchnn and bathroom c~fltugs 1.1.5 Contractor to perform bigh quality work tn a professional and workmanlike manner, and floors with adequate furring as required . a. Portions of buildlng structure indicated on drawings and as required to accommodate new construction. 7.3.2 Sidlng shall be vinyl siding as selected by Owner. 1,1 6 Where adjacent surface areas wltinn tBe project site, but outside of this contract, are disturbed as a result of b. Removal of interior partitions, doors and frames, windows, floor finishes, trim and built-in casework as Section 4.2 - Foundation Wall building operations or storage of materinls under this contraeg they shall he cleaned of all debris and restored to indinated on the drawings to be removed and patched-in. 6.1.7AIl structural work shall be literal as per these documents. Section 7.4 - Shingle Rootlng original grades and condition, c. Removal and protection of existing fixtures and equipment items indicated to remain. 4.2.1 Concrete Masonry Units (C.M.U.) in bearing walls shall be (unless noted otherwise) as specified by A.S.T.M d. Relocation of pipes, conduits, ducts, and other mechanical and electrical work are specified by respective and shown below: 6.1.8 Verity existing structare before any removals: notify Architect 7.4.1 DO NOT BREAK BUNDLES OVER RIDGE. 1.1.7 Contractur shnll supply all equipment, tuber, tools and scaffolding necessary to complete the work. trades a. Foundatinn walls ASTM C 145 Grade N-1 (75% solid) b. Load Bearing Walls ASTM C 90 Grade N-1 (54% solid) 6.1.~Unless otherwise stated on the drawings, headers sBal] be as follows. 7.4.2Prowde a Mamtanance Stock of 2% of each type/color/texture shlngin used in the work and place m Iocatinn as 1,8 Contractor to coordinate and accommodate all "Not in Contract" work. 2.1 3 Provide temporary barricades and other forms of protection as required to protect Owners and their property, c. Beam Bearing to Footing ASTM C 145 Grade N-1 (100% solid) Up to 6'-0" opening: use (2) 2 x 1 O's directed by Owner. d. Jdst Bearing Top 8" ASTM C 145 Grade N-1 (100% solid) Up ta 10'-0" opening use (2) I 3/4" x 9 ¼" L.V.L"s 1 .i .9 Detads noted ,,Typical,, imply a0 such conditinns tu hn tseatad simdagy. 2.~.4Provideintarinrandextariorsh~ring~bra~ing~orsupp~rttapreventm~vemetu~sett~ement~arc~~~apse~f 7.4.3 Deliver matarials in mantrfacturer~s unopened, labined bundles, rolls ar contalners Store materinls to avoid structure or element to be demolished and adjaeetu areas to remain. 4.2.2 Masonry Mortar -ASTM C 270, Type S above grade (1 part cement, 1/4 to 1/2 part hydrated llme, 2 1/4 to 3 *The values do not apply to conditions with framing corners or loaded posts above, water damage, and store rolled goods on end. Comply with manufactarer's recommendations for job-sita 1.l.10 Contractor shall [IrnlsB a Certffieata of Occupancy to fac Owner at the fane of "Substantial Completion". times the sum of the volume of cement and llme for sand aggregate), Type M Below grade (1 part cement to 3 storage and protection. 2,1.5 Cease operations and noti~ fac Architect immediately if safety of structure appears to be endangered. Take parts for sand aggregate) Re-tempering ~f mortar is strictly prohibited. 6.] .10 Verify sizes of all engineered structural members, intimated on drawings, with Axcbitect prior tn ordering and installation. 7.4.4Proceed with shingle work only after substrate construction and penetragng work have been comp[teed. 1.1 .I t Contractor shall procure and pay for all permits and fees. precautions to support structure until determination is made for continuing operations. 4.2.4Lay masonry units in running bond (except as noted otherwise) and cut joints flush. Masonry units when dry 1.1.12 All copies of Drawings, Specifications, Copyrights and the Designs expressed therein are and sBall remain the 2.1.6 Provide temporary weather protection during interval between demolition and removal of existing construction shnu]d Be wetted down before laying up and units should be felly bedded in mortar when lald. Da not lay 6.1.1 t WBere drawings indicate flush rafters tops from new to existing framing, modify plate height as required 7.4.5Proceed with shingle work unly when weather conditions are in eompbance with manufacturer's property of the Architect. They are to be used only with respect to this project, on exterinr surfaces, and installation of new construction to insure that no water leakage or damage occurs to masonry unit~ which are w~t ur frozen, where existing rafters are less in dlmenslon than the specified teeters so as to ahgn rarer tops flush. When this recommendations and when substrata is complefa[y dry. occurs notify ArcBitact to confirm all dimensions prior to construction. sfructure or interior areas of existing building. 1.1.13 TheContsactur, hisagetas, servants, empinyeesandsub-contracthrsshal[indemnifythe Owner and th~' 4.2.SBuild faundatinnwallsofeoncreteblockaecurafalyasshownondrawlngs KeymeshorDurowallreinfarcing 7.4.6AsphaltPlasticCementshallconformtoASTMD2822, designedPortrowelapplicatinn. Hip and Ridge Architect from and against any claims that may arise out of tfas project. The Owner and Contractor shall 2.1.7 General contsactar shall famish a system of tamporm'y lighting and electrical power throughout the space under (2" less than nominal width of walls) in alternate block courses, Bond walls together at intersections. Fill voids 6.1.12 All plates to be doubled with splices staggered over studs only. Shingles shall be job-fabrinatad units cut [rom actual shingles used. Nails shall be aluminum or hot-dip indemnifytheArchflectagamstdaimsarislngfi.omtheproject TheArchitact~sliabilityturminatasatthetlme constructiotulfrequired, intupunitswithconcrete. Fillcomsugdandadd#6rebarat40"mc. alongentkewalb Providestaelanehor ga~vanized~~~r~2-gnge~sharp-pmntad~conventiona~ro~~ngnin~swithbarbedshanks~minimum3/8'' of mceigt of a certificate of occupancy for the project. TBe Contractor and Owner waive any claims against the bolts with hex huts and flat washers complying with ASTM Ar307. 6 1.13 Provide double joists minimum under all walls parallel to Joist length unless specifically noted otherwise, diameter bead, and of suffieinnt length to penetrate 3/4" into solid decking or to penetrate througb plywood Archflect In sitaatinns involving disputas between the Owner and the Contractor. 2,1.8Remove debris, rubbish and other materials resulting from demolition & construcbinn operations fi.om building sheathing. Metu] Drip Edge shall be a minimum of 024" painted finish aluminttm sheet, brake-formed to site. Trtmsport and legally dispose of materials offintu. If hazardous materials are encountered during 4,2,6Protsct newly laid masonry ~om exposure to precipitation, excess drying, freezing, soiling, Backfill and other 6.1.14 DouBle fi.aming around all openings where not indinatad on drawings, provide 3" roof deck flange, and 1-1/2° fascia flange with 3/8" drip at lower edge. Furnish in 8~ or 10' lengths Metal Flashing shall Be .024" mill finish sBeet ainminmn unless otherwise noted as copper and job-cut to sizes 1.1.I4 All work is new mfless notad as existing, demolition operations, comply with applicable regulations, laws, and ordinances c,onceruing removal, handling harmful elements. 6,1.15 All doors or trimmed openings to have (2)-2" x 4" sleds at jamhs minimum, and configurations required. Sealant (where application dictates) shall be NPC g~00 Solar Seal in clear and protection against exposure or envirortmental pollution. Burning of removed materials is not permitted. 1,1 15 Contractor shall protect all existing-to-remain construction during all phases of work. 4.2.7Build walls straight and plttmb, courses level. Fill all joints with me,ar as units are laid. Full head joints. Tool 2.1.~Disconnect allplumbing, electrin, andheatingto polntoflast use. Ag aBandoned items shall he disconnected to exposed bnckjoints to match existing Layso]idbrickwallswithcammonbondortomatchexisting. Verify 6.1.16 AIljoists to have 3 ¼° minlmum bearing over platasor asotB,erwise indicatsd on drawings. Flush beam and 7,4.TExammesubstrataandcondglonsunderwhinhshing]ingworkistobe performed and must not~fy Contraetor in 1.1.16 Keep materials under cover and dry. Protect against exposure to weather or any damaging conditions., last point of use and patched flush with llke materials with Architect. headers to Ilave metal hangers, writing o f unstalsfaetury conditions Do not proceed with shingling work until unsatisfactory conditions have . been corrected, 1.17 FumishPort-O-Johnmlsitafarhnratinnofconstruction. Bathroomsintbehuus~shnllnothnusedbyany 2.~.~~Ganera~c~ntract~rsha]]assumea~~resp~nsibigtyinrefaren~et~therem~va]andre~~catinnofa~~ 4'2'~wherebrink/b]oak~sexgnsed(intertorand/~rexinri~r)andsba~~remainexp~sed~c~eanBrick/B~~akfrom~~p 6.~.~7Pr~vide5/4"x3"so~idwo~dbridging'centaredinspans~ffi~r~oistsexceeding8'-~''. Donotalinwcross of the workers at any time. exist fag.ta-reminn mechanical and electrical servlces exposed due ta removal of existthg pargtinns, down wlth a solutlon of non-staining soap and clean water or a solution of one part muratin aind to ten parts members tu come in cotuact wgB each ofaer, leave a W' gap. 7.4.8 Cinan substrata of any projetainns and substances detrlmental to shingling work Cover knotholes or other water. Scrub surface with stiff brlstin Brushes and rinse well with clean water. Allow surface to thoroughly dry minor voids in substrata with sheet metal flashing secured with roofing nails. 1.1 .lg Cleaning sBall be fac responsibdity of the General Contractor. Floors, walls, windows, and all other surfaces DIVISION 3 - SITE WORK and test with moisture meter prior to any further matarinl application 6.1,18 Contractor shall provide all miscellaneous blocking, fi re-stoplplng and bracing as required. 7.4.9Coordinata installation of shlngles with flashing and other adjoining work to ensure proper sequencing. Do not shall he cleaned ready for occupancy. Turn over Building broom clean. The owner will weak windows and 6.1.19 All piping and electrical penetrations shall be centered in jolsfl depth plumbing fixtures. 3.1 .I Satisfactury sell matarinls are defined as those complying wlth ASTM D2487 mg classifieatlon groups GW, GP, 4.2.9AI] continuous relnforcmg shall he contthuous and inpped at all splines, corners, and mtarsetaions a minimum of instaS shingin roofing until a0 vent stacks and ogler penetrations through roofing have been installed and are GM, SM, SW and SP. Notify the Architect if on-alta conditions indicate lesser values than assumed soil bearing 30 bar diameters (unless noted otherwise). 6.1.20 All framing members wbere cut to permit passage of piping, ducts, conduit, eta. shall be strapped mid braced securely fastened against movement. 1.1.19 Ag materials shall be new and of the grade and quality specified. Trained, experienced persons, skilled in capacity = 2,500 psf& assumed latsral fluid load = 45 psf unless otherwise noted, on each side as per code requirements. Provide misceflaneuus fmmtag around openings as required. their varinus crafts, shall perform the Work. 4,2,10 Extreme care and proper measures must be used so as not to damage, bulge or tip walls due to any 7.4.10 Apply one layer felt horizontally over entire surface, lapping succeeding courses 2" minimum and fastening 3.1,2Relocate all removed soil on property to [oeatinns as directed by the Owner Rem~ove all exlm stol from site. superimposed pressure. Shoring, bracing, etc. shall be employed until the fall dead inad of the building is on the with sufficient nails to hold in place until shingle application, Install starter strip of rog roofing or inverted 1.1.20 TBe entire Instslintion shall be guaranteed against defects in workmansldp and material for a perind of one walls, 6.1.21 Use pressure treated sills, sleepers, blocking, f~rdng, strippfag and slmilar items in direct contact with shingles with tabs removed; fasten shingles in pattern, weather exposure and number of fasteners per shingle as year from the date of final acceptance. 3.1.3 Install new gutters and leaders on new work with continuous gutser screening. Cn~nnect to new 4" polyethylene masonry, stonework or concrete kdn-dry to 15¢; moisture content after treatment, recommended by manufacturer. Use horizontal and vertical cBalk lines to ensure straight coursing. Provide ice "crush" bell-and-spigot pipe (A.S T M. F-810) underground system installed as patrt ofthls work with bell set at 4.2.11 Where changes in masonry unit types occur, or decrease in wall thickness, the top 8" course of wall below 6.1.22 Plywood sub-fioorlng and sheathing to be APA rated 32/16 exposure 1. & water shield in locations as mdinated elsewhere in this document and on the drawings. 1 1,21 Existing conditions sBown or implied are based on the best available but limited infonnatinn. If conditions are high side. Interconnect to existing system, shall be 100% solid, 7.4.11 Comply with installation details and recommendtaions of sbfagle manufacturer and NRCA Steep Roofing encountered tbat differ from those shown, noted or implied, all work in that specific area is to stop and the 6.1.23 Pl~vood sub-flora'ins where file occurs must be 23/32" thk. At'A span-ratad 24" c.c. plywood Manual. Architect is to be notified. No work shall continue in sucb areas without the permlssion of the Architect. 3.1.4 Contractor shall stockpile all exlsting topsoil for re-rise and provide new as reqtdrled so as to provide 4" of DIVISION 5 - STEEL gturd-I-Ffaor (no "or equals"). topsoil on all altered areas of the site, Rake out and level soil to finish grade. Leave all areas ready for seeding Section 5.1 - General Steel Materials 7.4.12 Install metal flashing, vent flashing and edge protection as indicated and in compliance with details and 1.1.22 h~stullatinn of ail material and/or units to be selected by, supplied by and/or installed by Owner or interior by Owner. 6.1.24 Plywood uudarlayment to be APA interior, Group 1, exposure 1. recommendations of the NRCA Steep Roofing Manual. Ridge vent(s) / Gable vent(s) / Powered vent(s) must designers, etc. shall be scheduled and co-ordlnatad by the G,C. to maintain the construction scheduin. Prior to 5.1.1 All structural work shall comply with the New Jersey State Building Code. be installed in corn binatfan with soffit vents. commencement of the work, the contsactur shall notify the Owner of all quantities of Owner supplind material 3. 1.5 Backfill and compaction against foundation wall shall be trash-free material in 8-inch [ffis. Backfill to be 6,1.25 Use sub-floor grade construction adbesive at plywood sub-floor installations and underinyment grade and/or units not specifically called out in these construction documents, compacted to 95% maximum dry density for cohesive sell and 98% for granular soil in accordance with 5.1.2 Contractor shall properly shore, brace and make safe all floors, roofs, walls and adjacent propen~ as job constructinn adhesive at plywood underinyment inatalintion which meets APArAFG-01 performance specs (i.e. 7.4.13 Asphalt Roof: Install 5/g" "thk. C-D Exposure t plywood sheathing, GAF weather watah watarpruof A,S.T.M. D-1557. Care must be taken not to damage the fnnndatlon walls or the damp-proofing and conditions require, Liquid Nails Sub-floor & Decks LNg902 VOC Compliant). Nail/screw before adhesive sets. underlayment (at all rakes, overhangs, ridges, valleys and penetrations three foot wide and three feet at cave 1.1.23 It is fac responsibigty of the general contractor to obtain ali contract documents and latest addenda and to waterproofing, from face of wall), balance of roof to be GAF shingle-mate undertayment and roofing to perfecdy matcb submit such documents to all subeontracturs and material suppliers prior to the submittal of shop drawings, 5.1.3 Structural steel shapes & tubing shall conform to the AISC Specifications for the Design, Fabrication and 6.1,26 Attach all deeking lumber to framing with TmpEase stainless steel composite deck screws imbedded fate existing. Install all new copper flasb fag at valleys and penetrations etc. (including cbimneys). Slopes applinable fabrinagonofanystructuralmembersand/orereetinnindlefield, 3,1,6 Foottugn shall bear on undisturBed, virgthsogand/orsupervlsedeompactedfig, fr~eoffrost, havlnga ErectinnofStructuralStae[forBui[dmgs. StructuralstainsBapessha]lconformtoASTMA36orA992&steel finlshsurface 1/32". for this spec shag hn 4'12 and greatar. minimum allowable bearing capacity of 2,500 psg Contraefar shall noti~ Architect offany doubtful conditions but tubing shall conform to ASTM A-500 Grade B, Bolts shall be 3/4 inch diameter high strength ASTM A325. 1.1.24 Tbe general cuntructar shah compare the Architectural and s~utaural drawings and report any discrepancy remains responsible for verifying the presence of the required bearing condgions. Field connections shah be welded or shall be 3/4" diameter unfinished bolts conforming to ASTM A307, unless Section 6.2 - Finish Carpentry Section 7.5 - Flashing between each set of drawlngs and wlthin eauh set of drawings to the Archituct and engineer pdor tu the otherwlse noted. 6.2.1 Exterior dimensional trlm shall be no.1 pine or befler wlth biseult butt joints, prlmed all sides bY G.C. prior fa 7 5 1 Provide minimum lhnz, alumlnum step flashing. Shop faake where creases are vlsibin. Separats dom fabrication and inslallation of any structural members. 3.1 .TThe soils at the bottom of the footing excavations should not be exposed to the w~ather for abnormally long periods. Care must be tuken to preserve the natural state and supporting capaci~ ~ofthe soil at the bottom of 5 t .4 Welding shall conform to the AISC Specifications for the Design, Fabrination and Erection of Structural Steel instagatinn. Exterior running trim shall be clear pine, primed all sides by G.C. prior to tustalintinn. Plywood dissimilar metals with bituminous coating, soffit panels shall be painted ½"thk ArC. 1.1.25 The general contractor shall verify all dimensions and all conditinns of the existing building at file jobsita and excavations. These sods will loosen and/m soften rapidly in the presence of exce~s water. Agitation caused by for Bui]ding~ as well as the American Welding Society (AWS) D t.1 °Structural Welding Code - Steel", 7.5.2 A)I plumbing vent stacks to be flasBed with field fabricated copper collars, Chimneys to be step flashed with 16 report anydisarepancins ftom assumedconditinns shown on the dmwthgs to the Architect and engineer prior ta workersor machlneswillslgnificantlyincreasetherata ofdtaerinrationofthe soills. Forthesereasons, any Weldmg shall be perrormed by cartifiedwelders. Weldlngelectrodes shall be ASTM A233, ClassE70XX. 6.2.2Interinr trlmshall beclearpine orpoplar, continuouspinces, nca fingerjolnted trim. Install with minimum cz. copper andcounter flashed and solderedaccordingto,,SlataRoofs,r dtainls (National Sinte Association, the fabrication and erection of ally members, water collecting in excavations must be removed as quickly as possible, ffthe stills are disturbed, they must be number ofjolnts using f~ll length p~eces to the greatest extend possible, Use scarf joints at all end-to-end joints 1926). Chimney crickets to be copper and soldered according to "Slate Roofs" details All step flashing to be 16 removed until a firm undistarbed material is encountered, given sufficient time to re-stabilize, or compacted 5.1.5 All reinforcing shall be deformed billet steel bars conforming to ASTM A615, Grade 60. Welded wire fabric and stagger joints in adjacent members Do not install finish carpentry untd required tamperatare and relative cz, copper. All face flashing to be 16 oz. copper. All valley flashing sball be 20 cz copper brake fnrmed 1.1.26 All structaral elements of the project have been designed by the structural engineer to resist the required code in-place as directed by the Architect, or a Geotschnical Engineer, as required by tlhe conditions as found, shall conform to ASTM A185 humidity conditions have bean stabilized and will be nmintained in installation areas. vertical and lateral fomes that could occur in the final comp]etad structure only, It is the responsibility of the according to ~'Slata Roofs" details. contractor to provide all required bracing during construetinn te maintain the stability and safety oPall structural 3.1 .SAil materials at the bottom of footing excavations loosened as a result of exeavati,on operations or other causes 5.1.6 Lintels shall be installed over all openings in new or existing masonry wall as follows: 6,2,3 All trBn shall match the speclfieatinns below at all locations indicated unless otherwise noted: elements during tBe construction process until the smltaure is tied together and comp]eta& must be eomp]etaly removed until a firm undls~rbed material is encountered or momgnctad in-pinee as directed Section 7.9 - Roof Venting by the Arehituct, or a Geotaehninal Engineer, as required by the conditions as fotmd before fill or concrete Masonry Opening Lintel Interior 7.g.lNo continuous ridge vent shall be used. 1.1.27 Where conflicts exist ammlg the varinus parts oF the structural contract documents stluctural drawings, general placement. Crown (All spaces U,O,N.) Dykes g144 DIVISION 8 - WOOD DOORS/WINDOWS & HARDWARE nofasandspecificatinns, thestrictastrequirementssBallgnvern. 4'l"orless L4"x3 1/2°x5/16" Windowstuols(AIIspaeesU.O.N.) Dykes#405 (Similar) 3,1,9 Soil under footings must be protected from fieezing. 4'1 ° to 7'-0" L 5" x 3 1/2" x 5/16° Casing (All spaces U.O.N.) Dykes #251 Section 8.1 -Wood Doors & Hardware l.t .28 All masonry walls shone nn the Arcbitectural and structural drav(ings have been designed to resist the required Base (All spaces U.O.N.) Dykes #292 8.1 1 Intartor Doors: Provide prehnng, 1- 3/8" pine doors. Doors shall have Rill 3/4" Jambs, colomal stops and felly code vertical and lateral loads applied to them in fac final construtaed configuration only assuming f~ll bminng 3.1.]0 Compacted fill if allowed to be placed below footings and floor stubs must consist of clean sand and/or gravel a. 3 I/2° legs are horizontal Shoe Molding (All spaces U.O.N.) Dykes #23 (Long L~eg Vertical) mortised brass hinges, Face panel to match existing raised or flat panel. Verify panel st~in with Owner prior to top, botrom and/or side of wall as shown. It is the responsthility of fac contractor to properly and adequataly free of deintarious substances. TBe materials must be placed tu hfts not exceeding twelve inches in thickness b. Provide 1 angle for each 4" of wall thickness ordering, Hardware sBal] match existing. brace all masonry walls at all stages during construction to resist erection loads and lateral loads that ¢otdd and be compacted to a minimum of 95 percent of the m~ximum Modified Procter density for the each material c. Provide minimum 6" bearing at each end Exterior Rake possibly be applied prior to compintion of constructinn, used for fill as determined according to ASTM D1557 latest edition. Ali compacgod fill placement must be d, Lintels over 4r-0" shall bo fireproofed Crown Match Existing 8.1.2 Provide hardware allowances as follows: faspeetad by a Geotachniein Engineer on a resident basis. Compacted fill sub-gratde(s) must also be inspected Per Ioekset, interior door $80 ]~~'29A~~mataria~s~rpr~ductssubmitredfarappr~va~thataredifferentfr~mthemateria~~rpr~ductspeci~edinthe bytheArchitect'~raGe~technina~Eugineer~asrequiredbyfaec~nditinnsasthumdbefare~p~acement. 5.~.7LigBtgngnmeta~.amfagsha~c~nfarmt~therequirements~ftheAWS~''SpeeigctainnsfortheDesign~f 6.2.4Fumlshnewshutrersasmdicatadonthedrawings. ShutrerssinallbefamishedbyOwnerandinstalindbyG.C,, PerpairloaksetfarpaRofintarinrdoors $100 structural contract documents provide will be approved only if fac following criteria are satisfied: Cold-formed Steel Stmctaral Members" latest edition, and shall conform to ASTM C-955 and A-466, as Per Ioekset exterior door $300 3.1.11 Construct new driveway as indlcafad on the Sita Plan. appropriate. 6.2,5AI1 new stalrs sball have oak treads and solid pine rlsers and h~andrail(s) as required. Per paft Iockset far pair of exterior doors $500 1. A cost savings to the owner is documetaed and submitted wifa the request. 2. The material or product has been approved by an ICC (lntematinnal Code Council) report and is submitted DWISION 4 - UNIT MASONRY S.1,8 All flush framed connections shat) be made wife approved galvanized steel joist or beam hangers, minimum 18 6.2.6 At all locations where paneling occurs, at cabinet islands and alt bathroom vanities, install all eleetriein outlets, 8.] .3 Provide automatic remote opener w/push button switah tn garage, & keypad at exterior. with the request, Section 4,1 - Footing / Concrete Slabs gauge, installed according to manufacturer's recommendatinns, cable t,v and telco horizontally ill base. 8.1.4 Comply with manufacturer's thsrmctinns and recommendations for installatinn of door units, hardware, SubmiRals not satisfying the above criteria wiII not be considered. 4.1 1 Notify and allow Arehituet to inspect soil and r~tuforcement bar placement prior to the placing of the 5.1,9 Where framing lumber is flush framed to L.V.L,, steel or flitch plate girder, set faese girders I/4° clear below DiVISiON 7 - TI~!RMAL AND MOISTURE PROTEICTION acceasm les, and ofaer components of work. 1.1.30 Ail alinwanees / credits shall Be for the actual purchase price of the ~tams. footing concrete, top of lumber, to allow for shrinkage, Section 7.2 - Building Insulation 8.1 5 Set units plumb, level and true to llne, witBout warp or rack of frames and panels, Provide proper support, and 1. 1.31 The contract structural drawings and speinficattons represent the finished structare and except where 4. 1.2 All footings shall be on undisturbed soil, 3'-6" minimum below finished g~ adc. 5.1.10stiffenersAll concentweldedatadintopointthelOadSchanneland shapeC°lumnSoffae(ab°Vebeamandeentaredbel°w onbeam)the IoadshalluninssreCeiveot he~vise ~" thiCkspecified.minimum web 7.2.1 wlthPr°teCtmanufactarer'sinsulatinn frOmrecommendationsphysical damage[orandhandling,from becomingstorage amdW~et'protectlons°iled or durlngC°Veredinstallatlon.With ice/snow. Comply ancBor frames and fixed panels securely. specifically shown do not indicate the method or means of construction. Tan contractor shall supervise and 3,.2.3 Rinnfarcing steel shall be billet steel eonfarmlng to A.S,T.M. Spec. A-615-60 (60) ksi minimum yield), 8.1,6 Adjust operating panels, screens, and hardwaru to provide tight fit at eontata points and at weather-stripping, for direct the work and shall be solely responsible for ali eonstsuctlon means, methods, procedures, techniques and Defurmtaions in accordance with A,S T.M. A-305 (~y=40,000 psi). W.W,R shinll conform to A.S.T.M. A-185. 5.1.1 t Provide a one-coat shop applied paint system complying with Steel Structures Fainting Counell (sgPc)-Paint smooth operation and weather-tlgBt cinsure. sequence. W.W.R. in floor slabs shall be centered in the slab, Provide spacers, chairs, and tiles as required and necessa~ System Guide No. 7,00. Immediately after erection, clean field ,,velds, bolted connections, and abraded areas of for assembling, placing and supporting all reinforcement in proper pesihnn, shop paint. Apply paint to exposed areas using same material as used for shop painting. 8.l.7Cinan pre-finlsBed door and frame surfaces promptly after thstallat~on, exercising earn to avmd damage to 1.1.32 The Architect shall not have control nor charge of and shall not be responsible for construction means,, cotafags, Clean glass surfaces afrer tusta[intlon. methods, techniques, sequences or procedures for safety precaut ons and programs in connetaion with the work 4.1.3Furnish and install rebar grounding & bonding clamp & greundil~g wire sized as trequlred and installed as per DIVISION 6 - CARPENTRY for the acts or omissions of the contractor, subcontractor or tory other persons performing any of the work or for manufactures directions. Section 6.1 - Rough Carpentry 8.1.8 ]ustituta protection required farough remmnder of censtsuctinn period, to ensure that door units wig be witBout the failure of any of faem to carry out the work in accordance with contract docttments. 6,1.1 Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces, dmnagn or detarloratmn at tmle of acceptance. 4.1.4Pitch basement and crawl space slabs to sump pit. Pitch garage slabs to exterior d~oor. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials ...... Z-- ~xl~/Ir~ t~rtlJlon to b~ t~¢r~ov¢o~ ff~Joor ~oo~p PO Ib/~ f6 t lc, NY Section 8.2 - Windows 9.4.6 Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are 15.1.4 Performance/Efficiency Requirements: 16.1.12 Furnish and install a multi-tone door-bell and button(s) as required and as selected by Owner at all new 8.2.1 Ail windows to be Anderson Tilt- Wash series witb W' think insulated glazing and fall height screens. Include between 50 deg. F (10 dag C) and 90 deg. F (32 deg. C), unless otherwise permit[ed by paint manufacturer's Heating System must maintain intedor temperature cfi single exterior doors. brass hardware aud screens for casement umts, All exterior casing trim mid s/lis to perfectly match existing, printed mstrucgons. 70 degrees F at 0 degrees F ambient temperature. K veri~y m geld. Sizes as noted on the drawings and as per field dimensions. FIELD-VERI]EY ALL WINDOW Cooling System must maintain interior temperature cfi 16.1.13 All decorative fix~res shall be located after gypsum board has been installed, wlfa owner and Architect ROUGH OPENINGS IN FIELD WITH ARCHITECT EEFORE FINALIZING ORDER WITH . 9.4.7Do not apply paint in snow, ram, fog or mist, or when relative humlthty exceeds 85%, or to damp or wet 75 degrees F at 95 degrees F ambient temperature. WINDOW VENDOR. surfaces, unless otherwise permitted by paint manufacturers printed instructions. Door Schedule · Furnace efficiency (Condifioneff Basement) 90% AFUE minimum. 8,2,2 Provide tempered glass as required by coffe. 9.4.SPray/de best quali~y grade of various types of coatlngs as ragularly manufactured by accepteble paint matertals Condensing Ung SEER ratlng 14 SEER mthimum, Tag Description manufacturers Lead content in pigment, 0.00% lead, as lead metal based on the total non-volatile (dry-fi]m) of 8.2.3 Fbsb all exterior window and door units with copper dlip cap. paint by weight. 15.L5 Materials: ductwork shall be constructed so as to conform to SMACiqA, A 3'-0" x 7'-0" Jo]d-Wen Contours Steel Entrance Door 2-Panel Door with ¼ Lite and AuraLast prehung system (veriFy with Owner prior to ordering). 8.2.4AII windows shall bave stools furnished and installed by G.C. (see specs for stool profile manufacturer and 9.4.gAccepted Alternate Mamtfactumrs: 15.1.6 All jofats of ffuct systems shall be made substantially airtight by means of tapes, mastics, gaskegng or other number unless matching existing). No picture framing of windows, Belljamin Moore approved closure systems. B 2'-8" x 6'-$" Simpson 20 mthute fire-rated 1 7/16" thick four or six panel (as selected by Owner) raised pm*e] Prail & Lambert door wlfa self closlng hardware. DMSION 9 - FINISHES Pittsburgh Paints Closure systems used with rigid fibrous glass ducts shall comply with UL 18 IA and shall be marked "181A-P" for pressure-sensitive tape C Andersen Frenehwood Hmged Patio ln-swthg Model g # FWH 2968 AR (veriFy with Owner prior to ordering) J Section 9,1 ~ Drywall 9 4.10 Applicator must examine areas and conditions under wbinh painting work is to be applied and notify "181 A-M" for mastic with Full Divided Light and internal Spacers, Estate Collection Hardware, Low -E HP glass, Double Hinged 9.I.1 General: Comply w/fa requirements oPreferenced gypsum board application standards and recommendations of Contractor in writing of condglons detrimental to proper and timely completion of work. Do not paint over dirt, "lltl A-H" for heat-sensitive tape. Insect Screen, Oak threshold and pre-paintafl interior (white). gypsum board manufacturer, for environmental conditions before, during and after apphcatinn of gypsum board, rust, scale, grease, moisture, scuffed surfaces, or conditions ofaenvise detrimental to formation cfa durable Ventilate building spaces as required to remove water in excess of fast required for drying ofjthnt treatment paint film, Cinsure systems used with flexible air ducts and flexible air connecturs shall comply with UL 18lB and shall be D Side Door Screen - Andersen Contemporary Tran Single Vent Full-Lite Clear (verify with Owner prior to material immediately after its apphcagon. Provide materials and installations which are identical wgh those of marked ordering), applicable fire-rated assemblies tested per A.S.T.M. E-119. 9,4.11 General: Perform preparation and cleaning procedures in accordal~ce with paint manufacturers thstmetthns "18lB -FX" for pressure-sons/Pre tape aim as herein specified, for each partinular substrate condition Clean surfaces to be painted before applying "1 $ lB -M" for mastic. E Andersen Frenchwood Hinged Patio In-swlng Model # FWI-16068 ASL (veriFy with Owner prior to ordering) 9.1 2Inslag ½" Type Ili, Grade R, Class 1 (ASTM C-36), gypsum board wgh eased raffia] edge at walls and ceiling at paint or surface treatments, Remove all and grease prior to mechanical cleaning· Program cleaning and with Full Divided Light and internal Spacers, Estate CoUectlon Hardware, Low -E HP glass, Double Hinged new and renovated areas w/fa tapered edges. Install cementitinus board on all areas to be tiled. Install painting so that contaminants from cleaning process will not fall onto wet, newly painted surfaces. Duct connections to flanges of air distfihutinn system equlpmetu or sheet metal fittings shall be meehanlcally Insect Screen, Oak threshold and pre-painted interior (white). water-resistant in all bafarooms, At[ach gypsum board, ~pe "X" gypsum board, water-resistant and fastened· Cf/rap joints for round dncta shall have a contact lap of at least 1.5 inches (38 mm) and shall be cemengtinus board with construction adhesive (i.e. Liquid Nails Tuh Surrounds LN-715 VOC Compliant) and Wood: Clean wood surfaces to be painted of dirt, oil, or other foreign substances wtfa scrapers, mineral spirits, mechanically fastened hy means of at least three sheet metal screws or rivets equally spaced armmd the joint. Plumbing Fixture Legend and Notes drywall screws All basement drywag shall be moisture resistant dr~vall l/f/eft off slab 1" to prevent wlcking, and sandpaper, as required. Seal tops, bottoms, and cnt-mlts of ungrimed wood dloors with a heavy coat of / lnstell 5/8" type "X" gypsum board on walls and ceilings in all garages, varnish or equivalent sealer immediately upon delivery to job. 15,1.7 G.C. to furnish ang install duin',vnrk as required, to exterior, for kitchen exhaust fan. Plumbing fixtures shall be trim/shed by owner and thstelled by G.C. / Plumber. · r 9 4 12 Mix and prepare painting materials in accordance with manufacturer s directions. 15,1.8 G.C. to furnish and install insulated (min. R-6) ductwork, as required, to exterinh for bathroom exhaust fans, 9..3 General contractor shall apply three coats of spackle to gypsu n board and sand surface to satrsfactmn of owne s Flooring Material Legend painter, 9.4.13 Apply paint in accordance w/fa manufacturer's dkectinns. Use applicators and techniques best suited for 15.1.9 Ali ducts in the outside wall5 and uncondginned areas shall be insulated with 1" thick fiberglass wrap with 9.1.4AIl painting, interior and exterior, shall be by Owner unless ofaerwlse noted in these specifications, substrate and type of material being applied. Paint colors are to be selected by owner. Surface treatments are vapor barrier. Tag Description indicated in the contract documents. Provide finish coats that are compatible wihh prime paints used. Sand 9.1.SPerfectly patch all wall, ceiling and trim surfaces as required to be ready for paint including removal of exisgng lightly between each succeeding enamel or varnish coats. 15.1.10 New diffi~ser locations shall be as follows: 1 3/4" thick Select grade, strip oak flooring, red or white (as selected by Owner) over rosin paper lapped and First Floor: Dif~sers shag be painted metal, located in ceiling or walls: match existing location, stapled. Verify and fix sub-straight for a squeak free installation. See plans for additional detail· wall liners. 9.4.14 During progress of work, remove from site discarded paint materla]s, rubbish, cans and mSS at end of each 2 Ceramic tile allow $7.50 / sffor matsnaI only: Extend tile on floor only including 6" bigh perimeter round 9 I 6Provide manufaeteref s standard trbn accessories of types indicated for drywall work, formed of galvanized steel work day. Field verify all diffuser locations with Owner and Architect before installagon, foredgeaddltionalbase tile.detail.G.C, to seal at completion of work, All other finish tile work shall be by Owner See plans mgess otberwlse indicated. 9.4.15 EXTERIOR PAINT SCHEDULE' 15.1.11 Replace all existing grilles to remain in entire bouse with new grilles. /~' 9.1,7 Joint treatments (ASTM C-475) shall he as follows: General Painted Wood: Type recommended by the manufacturer for tbe applicatinn indicated, except as otherwise indicated. 15.1.12 Install one new thermostatleally controlled power vent in each roof attic space which is isolated fi.om a, Joint Tape. Paper rehrforcing tape· Painted Wood Trim' adjacent attic spaces. Minimum power vent quantity shall conform to one vent for every 400 sq. fi, of second b. Joint Compound: Ready-mixed vinyl-type mulg-purpose grade for entire interinr apphcation. Seml-ginss Emulsion Finish: 2 Coats· floor space, Locate all power vents on rear and/or concealed eIevagons when possible-never on front elevation. e, Water-Resistant Joint Compound. Special water-resistant type for treatment of~oinB, fastener heads and First Coat: Exterior Latex Base Primer Coat· Power vents shall be wired to smoke detection system so as to automatically cut off if smoke detection system is cut edges of water-resistent ~nd eementglous backing board. (i.e S.W. Pro Block BSl-W20) activated. Second Coat: Exterior Semi-gloss Latex Base Paint All products subject to compliance with requirements as per H.S.G. Co., (i.e.S.W. Duration Exterior or Superpaint) 15 1.13 VeriFy all fireplace styles and sizes, including but not limited to gas/wood inserts and gas lags with Provide Sheeftock Brand W/R Compound; United States Oypsum Co. Owner prior to ordering· 9.4.16 INTERIOR PAINT SCHEDULE: 15.1.14 Provide a one year labor warranty from date of substanga] completion of the project, incindlng any 9.1.8 Gypsum Board Appllcatinn and Finishing Standards: ASTM C 840 and GA 216. Gypsum Drywall Systems (except bathrooms): modifications or adjustments for a properly ftmctinning system. gypsum boards th accordance wfih refarenced standards and manufacturer's recommendatfans, except as (i e, S.W. Duragon Home or Superpalnt) drywall onty all labor, materials, equipment, and inctdentals necessary far their completmn, AIl wnrk to be coordinatsd w/fa otherwise indicated (i.e.S.W. Cashmere) plaster only work of other trades. All piping and electrical penetrations shall be centered in joist depth. Contractor shall be sheet leng[hs which will minimize end joints· (i.e.S.W. Pro Block HS B79-WS 10) roe compliant 15.2.3 Ail waste shall be P.V,C schedule 40, vent pipe shall be P,V,C.,, schedule~ r 40 and vent penetrations farough · h,-,', ¢· ,,,., . , -.,,, c. On partitions/walls 8'-I" or less in height apply gypsum board horizontally (perpendicular); use maximum Second and Third Coats: Interior Semi-Ginss Alkyd, roof shall be copper; all water risers shall be 3/4 copper type L with V2 copper type 'L' supplies. Ail fixture ~' length sheets possible to minimize end jthnts. (Lc, g.W. Pro Classic XP B34-W555) voc compliant groups shah have separate accessible ball valves, All ball valves shall be manufactnred by Boston or Apollo (no or equals). All gas piping shag be black pipe schedule 40 or Trac-plpe. Size as requlred. Minimum slope shall 91.111 Apply treatment at gypsnm board joints (hath directions), flanges of trlm accessories, peneEatinns, fasteners Section 9.fl - Wood Flooring be 1/8" per foot for soil lines larger than 3" in diameter and ¼" per foot for soil lines 3" in diameter or less. rounded or beveled edges, if any, using type oPeompound recommended by manufacturer. . 15.2.4 Furnish and provide tbree new 12" frost-free sill cocks as required. Co-ordinate locations in field with Owner a, Apply joint tape at jthnts between gypsum boards, except where trkn accessories are indicated· 9.5.2AII new wood flooring and steps (entire residence) shall be sanded, stained to match owner's sample and and Architect. Provide boiler drain al~er ball valve (located in an aceesslhle and conditioned space) with b. Apply joint compound in 3 coats (not incinding pre-fill of openings in base), and sand between last 2 finished with one coat sealer and two coats of Polyureseal BP pnlyurefaane in Glloss or Satin to match existing negative pitch fi.om the sill cock outlet towards the boi]e~ drain for winter draining purposes. easts and after last coat. (Safe Building Solutions 262.968.5070). 15.2,5 Fu thest pit robing fixture (excluding sill cocks) shall reeelve Taco D MAND System Model # 008-DM-PK Section 9.3 - Ceramic Tile 9.5 3Remove all md[aturs prior to sanding and finishthg. Rednstell after work is comlpleted and cured. (plumbed in a 're-clrculatthn' configuration) with motion sensor kit(s) model #554-4 at all batbroom/powder 9 3,1 Standards: Adhesive and grout materials and installation ~tendards of fac American National Standards Institute room(s)· (ANSI) and Handbook for Ceramic Tile Installation by the Tile Council of America, (current Edition) apply to DIVISION 10 - SPECIALTIES ~ the work, except as otherwise noted. Section 10.3 ~ Bathroom Accessories DMSION 16 - ELECTRICALfFIRE LIFE SAFETY 10.3.1 Contractor shall install bafaroom accessories as famished by owner. Section 16.1 - General ~ ~]~/' SEE NOTES BELOW SEE NOTES BELOW ~ ~. ~ ¢ ~ SEE NOTES BELOW 3/4" CONI1NUDUS GAP W/ ~DRADE RIDGE SEE PLAN FOR DETAILS CONTINUOUS VINYL (D) 1" DIA. HOLES AT EACH' NOTCH 20E 6-P LAM LV.L(S) AND STEEL PlATE(S) AS VENT SOFFIT VENT AS HANCOR (888.367.7473) 19 BAL~ ~ ' MAX. LQ. 'A' LQ. 'A' LQ. 'A' LQ. 'A' MAX. MANUFAC~URERED BY CORA VENT SUmP WELL W/ LOCKABLE TOP ~ / ~ I I~ GIRDER ~ ~ ~PER MANUFACTURERS 800.837.8368 AND INSTALLED AS SUBMIRSIBLE AUTOMATIC PUMP ZOELER (502778273,) CAST-IRON . , ,., . ,~, ~ / / ~% '~ ~ JOIST. '= ,' ~ ~~ ............. ~ INSTRUCTIONS MODEL ~g8 WITH ZOELLER AQUANOT~ ~ ~ SEE NOT FOR ~X. DIA. COL TIES FA~ENED Wire (4) , II PART ~585 ~CKUP SUMP SYSTEM / ~ ~ II > I ~ 4" PERFORATED SCHEDULE 40 ~ ' i SUMP PUMP. ~CH SUPPORT TO N~. BOLT, ~ J 1'-6" MIN. l N~ . 2 ALUMINUM OUTER i . BE (2) 2 x 4's WASHER AT ~CH MAX. VERTICAL OFFSET SIDE ASSEMBLY. ~ 5"L~'T;~E~%~S '+/ 16 O.C.~ / ~~ ~" PERFORATEO SCHEDULE ,O ~C ~ ALL EXCEED DIA. OF(~,,. (2) 5/8" THK. , 1/2" LESS THAN GIRDER DEPTH , 1' 6" LONG (ONE ON SPiKL~x..%~ R '" "-"' " DOLT. ~CH SIDE AND CENTERED IN ALL DIRECTIONS) STEEL P~TES W/ (6) 3/8" SIDES SB IN GRAVEL W/ CONTINUOUS FILTER DIA COLT. W~HER. & NUT ASSEMBLIES (A507) 1 3/8" FROM EACH SIDE ON ~' % ~ ALUMINUM M~AL F~SHING. ~1 r / I~ ~FABRIC WRAP. WHERE GRADE PERMITS. EXIT ALL CORNERS AND AS INDICATED THIS ASSEMBLY OCCURS AT EVERY JOIST EXTEND 6" MINIMUM UP ROOF~TO STREET OR DRYWELL AS REQUIRED. ALL AND GIRDER C~ THROUDH WITH ANY PIPE 2"-3' IN DIA WITH 2" DIA PIPING SH~TH]NG AND EXTEND DOWN OTHER RASES S~LL TERMINATE INTO SUMP REQUIRING A 2 ~/4" DIA HOLE CE~ERED IN ~CH STEEL P~TE AND Y' DIA. FASCIA BOARD WITH DRIP EDGE PUMP WITH 4" SOLID SCHEDULE 80 PVC PIPING REQUIRING A 3 3/4" DrA HOLE CENTERED IN ~CH STEEL P~TE. ANY ~ SOFF~ VENT ~ PIPING THROUGH DROPPED FOOTING VOID. SEE HOLE ~RGER THAN SPECIFIED MUST BE SPECIFICALLY ENGINEERED  MATCH EXlSWNG FOR FU~HER INFORMATION INDLUDING BUT OVERH&NG U.O.N. NOT LIMITED TO DROPPED FOOTING. UNDISTURBED EARTH. PROVIDE CONTIGUOUS SOLID BLOCKING UNDER ALL LOADED POST CONDITIONS AS INDICATED ON ALL FLOOR P~NS. ~THIS ITEM IS TO BE INSTALLED IN ~ ~EK. 1/2" C-D PLYWOOD SH~THING. ~ 12" CMU ~ 1/2" DEMENT PARDNG. TER~ DRAIN ~ ~ ~ E I FLOOR J ] ~ PREFABRICATED DRAIN SYSTEM FILTER ~ ~ ~ . ......... ~ WD. TOP P~TES FABRIC'(800-438-O027) OVER 2 ~ J ~ RREGUARD ~PE INTO CMU. PROVIDE A MIN. OF 2 - X GYPBD. / X GYP. BO. ANCHOR BOLTS PER SECTION OF SiLL ~ (2) 2 x 4's , i I ~x 4 w~ STUDS 2 x 4 WD. SOLE P~TE CONCRBE S~B W/66 x 88 WWM OVER 6"~ x BOLTS P~CEB A M~. OF 6'-0" O.C. ~ ~ D - SEA~NT BOTH SIDES FLOOR SECTION I/2" GYPSUM'~%~ / FLOOR SECTION G~VEb BED & 6 MIL VAPOR BARRIER. ~ ~ ~ ~ LINE OF TOP OF S~B ~ ~ ~ 4 x 4 ~ ....................... = . ~ 1-o WIDECMU, UN~SS ~ ~ N ' PLAN DETAIL WALLDETA,L .. . .. ~ ~ ~'~ 1 HOUR RATED WOOD FRAMED FLR./CLG. / ' ~ / ~~ ~ ' ~ 1 HOUR RATED WOOD PARTITION - LOAD BEARING s~c. 4" PERFORATED SCHEDULE 48 ~ ' EXTERIOR SIDE (2) 2 X ~'S SEE PVC 8 ALL SIDES SET IN ~ ~ (3) B' DIA. HOLES A% ~CH GRAVEL W/ CONTINUOUS FILTER DO'OB CLOCK TO DRAIN DORE, FABR,C W P. WHERE I NOU WOOD CA /ON - LOAD g ~ (~5/~ O'~O~''~'~N~'' II~QOTHERsuMPEASES SHALL ,ERMINA, EpuMp W~H (' .................. / / SELECTED BY OWNER ................ / ......... / / CAULK ALL EDGES WITH PAINTABLEs/ SELECIED BY OWNER :~g~" ,, CAULK R~DY KO)R PAINT COLOR A 2x6 MECHANICALLY ~~DYKES B~ MOULDING ~1~ S~ ~~/////////////////////~ I I I I I ,o I " I I I\ ?11 ~ I ~ ~ II i I''~ I ~ I II II ~' I £s,0 ii II II I .-~, II/ ~ Il II I ~ IF ~ ~ ~[ II I II~ ETI~ II I~ZZZ~ZZZZ~Z~Z~III ~S~TS, II III ~ ~ ~ .... II I iI ii I ii ii ~ II I II ii II I I~ ii ~11~ ~1 ~ I~ I I I I I I1~ II E. Sa II II ii II Ii II I III~ ~ II II I I ~ I I1~ ~ SD, ~ I I I ~11~ ~ II II II I I I ~ IIH %% II ii , , ,, ,,M "~ II ', I I I I II _JL___ M I I I I I ~ I II F~ ~ F .... nq ~___ I I I I /~ I I I IiX_/ll E~R~P~N~I ~ ~ I II F I I I I II I I I I I I ~. DUPLEX II I I I~ ~ I II I I I ~ I I I I ~ ~kk~ I I i I ~A~LL ~ ......... ~ I H U~i7~ II II I I JI I II I ~__.6__ I ~ ~N~ I II---I-- ii I I II Ih ~ I I IP ~1-- ~ I I I ~x~ II IL E ~o*~sso~ L " ='= =~ = = = = = = = = = = = = = ~- = = ~- = = = = = = = = = = = = = = ~= = ~ , ~ i~ II II I~ L~LE II ~ir>l ~/oor ~ ~C~o/i/ion ~/on ~o~m~n/ - ~mo/i/ion ~/on ', D~o/i~ d~ In/~nor fmi~ ~m ~o fr~i~, ~row'Z~ l~poro~ fr~l~ u~l/ ~/ruc/ur~ con M r~'~uppo~t~ ~y ~ pMit/on~, ~ N~ ~/Oo~r~dl,,~,~,~,~/~ o~,~ .... Tot~/of ~ ~,~z ~,r~ f, [~, ~ ,,,,,/~ao~ ,,,,,, m~hz~d~ ,v,, ~I~/~ ,,,,,, ~ .=I~,~.,~o~,~.~'~"~'"~"~'~"~"~'~'~} ~.~,,.,~'~'~'~"'*~"'~ ~,,,~.o~,~°°~°°"~,oo~ ~,~,~.,,.,,~.'°'~'~'""~ ~o,~°'~=°~°~=~o~ ~ ,~.=~'~'~ ~ro~,.,~-~o~ ~,~,~,,o,..~°'"' ~,~,., ~,,.~. /~ / n di on Ncc~ ~ one ' I ~ ~ I ~ ~ ~ I ~ ~ I ~ ~ I ,o I " THESE LIGHTS SHALL BE SWITCHED BY AN AUTOMATIC PHOTO CELL SENSOR, PROVIDE ADEQUATE AITIC SCUTTLE ACCESS FOR LAMP REPLACEMENT / ron/ / ormcr / /on C onp/ruc//on '/on FINISH FLOORING ONLY *SEE PLAN & NOTES FOR MORE INFORMATION Z--e~t~nd of C~onp/rucf/on /~loor Z-oad~ Floor/~o~d~ ~x/¢rior ZDcck~ '-zo IllTh, fA Wv¢ 1 12' 5" PROVIDE (1) SIMPSON HDU4 HOLD-DOWN PER KING STUD AND PROVIDE ~" THK C-D EXPOSURE 1 PLYWOOD SNEATRING ON DOTH SLOES OF WALL (INTERIOR AND EXTERIOR) AT AFFECTED AREA AND NAILED B" O,C AT ALL ~,'CLGi Jo~ A~OVE AREAS. PROVIDE SIMPBON 20 OR 16 CAGE (SOFFIT) lYPDAL STRAPPING(S) FROM END OF HEADER A AROUND KIMG STUD TO OTHER FACE OF HEADER ITOP & BOSOM), RROVIOE STRAPPING IR LENGTHS ED PROVIDE A MINIMUM OF SIX FASTENERS PER END OR AS RECOMMENDED DY MANUFACTURER (STAGGERED BE~EEN FACES TO AVOID FIPLFDNO) METAL CLAD OVERHEAD DOOR WITH R-lO INSULATION CORE AOJUSf FIT TO WELL SSAL AROUND ENI1RE OPENING, PROVIDE GAP S,~ALS AS REQUIRED, 5/8" THK, IYPE 'X' GYP. MD. ON ALL WALLS AND CLG, AT ENTIRE GARABE AREA POST SHALL BE CONTINUOUS ]¢2 OR BETTER SOLID DOUG-FIR Ax6 DOWN TO STRUCTURE BELOW PROVJOB SIMPSON BC AT TOP & BOITOM, (l~P, FOR ALL UTHER POSTS AT BIRDERS AS SHOWN UNLESS NOTED OTHERWISE) /0 1 PROVIDE ELECTRICAL REQUIREMENT FOR FUTURE DISPOSAL AT MAIN KITCHEN SINK ONLY. SOLID WOOD FLOORING SHALL BE DELIVERED TO THE -- JORSITE AND ALLOWED TO ACCLIMATE TO THE CONDITIONS iN WHICH IT WILL BE INSTALLED, TEMPERATURE AMD HUMDBA' SHOULD BE MONITORED, MOISEURE LEVELS SHOULD MOT EXCEED 12% 14%, INSTALLATION SHALL OCCUR AFTER HVAC SYSTEM HAS BEEN FUNCTIONING WiTH ENOUGH TIME TO CONDITION ALL SPACES EQUALLY AND AFTER FINISH COAT OF DRYWALL COMPOUND HAS HAD TIME TO FULLY DRY (lYE) SEE INSULATION LAYOUT PLAN FOR EXTENTS: INSTALL STEO0 15 MIL. VAPOR BARRIER WITH SEAMS OVERLAPPED AND TAPPED AS RECOMMENDED BY MANUFACTURER WITH APPROVED TAPE ~ SYSTEM COMPONENTS OVER CLEAN, DRY ~ LEVEL SLAB, PROTECT AND REPAIR VAPOR BARRIER THROUGHOUT INSTALLATION, INSTALL P,T. 2zH SLEEPERS (SET ON THE FLAT) MECHANICALLY FASTENED TO SLAB © 16" O,C WITH BAYS rNEJLLED TIGHT WITH 1" THK, DOW EXTRUDED POLYSI~RENE S~ROFOAM INSULATOR BOARDS AND ~" THK. T&G APA STURDH-FLOOR EXPOSURE 1 RATED PL'hVOOD SUBFLOOR (SEE ABA T'-O07 FOR FURTHER INFORMATION). FINISH FLOOR AS PER SPECifiCATIONS. AT LOCATIONS WHERE BEARING WALLS SHALL BEAR DIRECTLY ON SLAB, ALLOW VAPOR BARRIER TO PASS BENEATH ET, BOLE PLATE. AT ALL EXPOSED AREAS OF iNSULATION, PROVIDE DM FIREDAM 150+ LATEX FIRE RATED SEALANT, SEAL ALL VAPOR BARRIER PENETRATIONS (FASTENER LOCATIONS ALSO) WITH APPROVED STEGO MAS~C AND AS PER MANUFACTURERS DIREET]DNS, BEDROOM I ~N304B EGRESS BEDROOM _3 BEDROOM 2 I/ ]W3032 L~ _ IW2B~32 SHARED BATH 3' o" 11' 6" /=:/oor on /ruc/ion NOTE: i~roj¢c/ /nfo/ mo/ion,, Z:)lm/rlc-/,, woo ~ecffion,, ~ lP/ooZ-,, o Z~o/,, ~ Zone,, L J lIV2832 22'-9~1 HP 20~ LYLV (ABOVE) GARAGE J L 36" 136 OOC B'-O" PROJECTION REFRIGERATOR 3D" 20'-0" POST SHALL BE CONTINUOUS #2 OR BEI%R SOLID DOUG-FIR 4x4 DOWN TO SfRUCTURE BELOW, PROVIDE SIMPSON BD AT TOP ~ BOTIOM (~p FOR ALL OTHER POSTS AT GIRDERS AS SHOWN UNLESS NOTED OTHERWISE) R STAIRWAY COMPANY BAR FIRE RATED MODEL BE-119 STAIRWAY (9'-3" CLG HEIGHT) W/ R,O 30" x 60" (VERIFY W/ SIZING CHARTS PRIOR TO ORDERING) HEIGHT AS REQUIRED. DOUBLE ALL FRAMING AS REQUIRED AND AS BY MANUFACTURER, 901.360,19D0 SIDING & SHEATHING DOWN TO EXlBTrNO FRAMING REW 5/8" ~PE 'X' GYP. BO, iNTERIOR CENTERLINE 1 ~" TflK, PANEL KITCHEN T~ REP DOOR STOP z CORRIDOR MASTER'S~ 2-6 T,O, 1~2432 1~3032 ~MILY CENTERLINE /ddT/Ton A//ero//onp /o /"lr, cC/"lrp, /-P fP /nd/ n INTacT</ n / con/c h,/,Y, / q r -I CL~ BEDROOM MUDROOM 5 DECKING SHALL BE TIMBERTEGH, PROVIDE ALLOWANCE FOR "IWlNFINISH~ AND ALLOW OWNER TD SELECT FROM ALL AVAIEADLE TIMBERFECH BECKING OPTIONS, FASTEN WITH STAINLESS STEEL SCREWS AS PER MANUFACTURERS DIRECTIONS ORNAMENTAL SERIES RAILING SYSTEM BY TrMBERTECH WITH REDWOOD TOP AND BOTTOM RAIL WITH WHITESAND SQUARE BALUSTERS, POST COVER, POST SiNRT AND POST FLAT COVER SHALL BE ORNAMENTAL SERIES AS WBLL iN REDWOOD. PROVIDE GAS UNE WITH B'-O" LONG FLEXIBLE WHIP AND SHUTOFF VALVE, PROVIDE 12" FROST FREE SILL COCK 12" A.F,F PROVIDE NEGATIVE PITCH BACK INTO CBAWLSPACE INTO EXISTIRG BASEMENT ARD PROVIDE A BOILER DRAIN VALVE FOR WINTERIZING IN A CONVENIENT LOCATION. (3) 1 ~" DIA, SHEDULE NO PVC CONDUITS FOR FUTURE AV WIRING PROVIDE 3' THK MINERAL WOOL PLUOATBOTTOM AND FERNCO CAPS AT EACH END, BRACE TO FRAMING TO PREVENT SLIPAGE POST (AT BOTH ENDS OF GIRDER) SHALL BE CONTINUOUS ~2 OR B~ER SOUD DOUG-FIR 4x4 DOWN TO STRUCTURE BELOW, PROWBE SIMPSON BC AT TOP & BOTTOM. (TYP FDR ALL OTHER POSTS ATGIROERS AS SHOWN UNLESS NOTED OTHERWISE) AT ENTIRE FAMILY RDOM SHORT CORRIDOR & ADJACENT CLOSET. UNDER THE PREMISE THAT THE REMAINING CONCRETE SLAB ALIGNS FLUSH TD THE EXISTING SUBFLOORING, PROVIDE AN ADDITIONAL LAYER OF ~" THK PLYWOOD (STAGGERED JOINTS) READY FOR FINISH FLOOR, PROVIDE FULL WIDTR (EOUAL TO JAMB WIDTH) SOLID OAK TAPERED TRANSITION SADDLE, VAPOR BARRIER (SPECIFIED ELSEWHERE) SHALL EXIEND OVER ENTIRE CONCRETE SEAM BENEATH ADDITIONAL PLYVIOOD, SEAL ALL HOLDS IN VB AS RECOMMENDED BY MANUFACTURER NOTIFY ARCHITECT IF FOUND CONDITIONS DO NOT MEET THIS CRITERIA, OAK FULL ROUNDOVER NOSING ~ /0 1I , I~B-52 CLOSET PROVIDE CODE COMPLIANT INSULATED WALL STArNLESS STEEL FLUE PIPING IN SECTIONS AND OFFSETS TO CENTER FLUE ON RIDGELINE BETWEEN TRUSS BAYS ABOVE ~ SUN ROOM EQ, CJ EQ. f~row/n~7 T/t/e,, l~rowind Number,, C, A 1 I /o j I/ J /'¢ L /~ I /7 LID TO LINEN UN-INHAB~ ON125 0N125 CN125 J ~=:ton~/~ormcr/:::'/on - [~v/c¢ /-'(~OOVE) .' ~ ~. 6 ..................... 0 BARA$_E "+IOrdZdNTAL(Wp) ~ ," E KITCHEN "...5 'C ....... / 10-0 .... 10' '0'"'" ..... 0'"' '....... I FAMILY ROOM BEDROOM 1 BEDROOM 2 : SH SHARED BATH /::/r~/ /:=/oor f:~/on - D~-~v/cc ~ /:::/n/~h /:~/on L-~qcnd of Oonp/ruc//on ]--oo~//nq ~Jri/¢r/o; ~/oor Loud~ O/her Are¢m goof Load~ ¢o/hroom l~x/¢r/or D¢ck~ 7-oto/of l',/e~ ,~z,~z oo, en Vo/uP~: of Dormer Vo/uf,;~ of Saraq¢ BEDROOM EQ. TO DORMER z "~m' ~ORRIDOR : flASTER'S CLOSET EQ (j) .· ."' MASTER'S BEDROOM 3" ' SUN ROOM i~roj¢c/ /n£ormct/ion,, E)i~/r/c/; ~,ooo ~ec//om ~ Ood¢ Jurl~d/cC/on,, /~,c. s4' '.. MUDROOM JA S3 :PANTRY 5 SHELVES SOFA -% '·% 50UD I IMESE LIGHT(S) SHALL BE SWITCHED BY AN AUTOMATIC PHOTO CELL SENSOR WITN SELF-DIMMING CAPABILITIES DURING NORMAL USE AND HIGNTENED LIGHT DURING MOTION SENSOR ACTIVIn. /0 CLOSET Afl' Dr,:~/Ind T-I//¢,, Dr~in~ Number,, A r ................................................................................... ~ .......... ~-o R-lO DOD INSULATION BOARDS ADHERED TO NEW ~ - ~ /, /, ~1 } ...... w- - --I~ BLOCK WALLS (FULL HEIGHT INSIDE AND 4" BELOW ~ I ]~ " ~ ~1 ~ ~ PROVIDE TERMITE SHIELD AS PER EXISTING D~AIL FINAL GRADE OUTSIDE) WITH APPROPRIATE AND ' ~ I ]~ .................... ~ ............ ~ ............ ~ ~ ' ~EOOB"ENDEPPOLYS~RENECOUPNI~LEABHESI~. / / i FILL CBU'S SOLID WITH OROUT UNBER ALL POINT APTLY APPROPRIATE AND RECOBBENBEB POLYS~RENE LOADS FROM ABOVE ~ PROVIDE SQUASH BLOOKS TO LOADS FROM ABOVE ~ PROVDE SQUASH BLOCKS TO ~ I ] ~R. aols~ ~ ~ CONTINUOUS 3500 PSI CONCRETE FOOTING W/ 5 , , , 4x4 FOR COMPACTED SAND, 4" COMPACTED GRAVEL, 6 MIL I ~ ] / ] I /I ! : ~ V~OR ~RRER & COMPACTED FLL SLOPE S~B DOWN ~ I / ] ] / ] I~r ] ~ ~ 1,-6. DIA. x 3' 6" OEEP ~,500 PSI CONCR~E ~RTH I ~ I / I ,m~~(~ _l , FORMED TOP TAMPED F~T READY FOR POST POST I ~ I ....... L_ I -- ~ ~ ~ S~LL BE CONTINUOUS ~2 OR BE~ER SOLID INCISED [I ~ ~ ~ ] I ~ I ~ ~ I I [~ ~ ~- (PRESSURE TREATED) SOUTHERN-YELLOW FINE 4x4 ill i TOP & 90~OM (~P FOR ALL OT,ER POSTS AT I /¢]] A _ OIRDERS ~ SHOWN UNLESS NOTED OTHERWISE), (~P.) ] ~ ~ ~ / ~ I, ~ ~ '. ~0¢~¢~ FOOTING WITH ~4's 7" O C ~CH WAY (5 MIN.) ~P IL /B~DNG FOR WALL ~0, ABOVE SIZED TO MATCH WATER HEA~R SIZED AS REQUIRED VERI~ I ~ ~ ~ ~ L ....... ~ I DEEP, ~,500 PS~ CONCR~E, FOOTINO WITH ¢4's T' SPEOIFIOATDN WITH OWNER PROP TO ORDERNB I % ~ I ---- ! O,C ~OH WAY (4 MIN.) ~P SOIL ASSUMPTION RASED ~ F I ~ ~ X ;~ J D~,LE~ ~7 ~1 SOle ASSUMPTION BASES ON 1,500 PSF- NOT'~ ~ ~1~ I~ :~DF ~ SIMPSON TOP F~NGE ~OIST HANGER MODEL~ HU210 5TF ~E~m~ W A L L (From ABeD J L B~ARINO : '. I ~~ I CONC~LEMENT, IS ESTIMATED TO BE TWO 2xlO's, IF S~B-ON-GRADE X X ~ ~ ~ s~ I ~ ~ / ADDITIONAL LVL LEAF MAY BE ADDED TO tHE ~ : or ~ ~ ~ --- DISCOVERED, NOTI~ ARCHITECT PRIOR TO PROCEEDING X X ~?~)~ ~ ~ OTHER THAN DESCRIED EXISTING CONDITIONS ARE ~ ' ~ I ' N~ 4" DIA, STANDARD WEIGHT PIPE COLUMN ASTM AND CAP ON LINE WITH WALL AND BIRDER ,e, : ::.. ARCHTECT [F CONDITIONS PRESENT OTHERWISE .... · ,. , NOTE: WHERE DASEMENT L~EL CEILING FRAMING RUNS PARALLEL WITH WALL(S) FROM ABOVE AND THE WALL DOES NOT FULLY B~R UPON A FRAMING MEMBER, ~ ~ ~ ~ ~ ~ Z ~ .... _ ~ J T,AN~[" ~OA,S TO Ag~AC~NT ~O~STS (~.) PROPOSED B~ING WALLS OVER ~ISTING S~B: EXISTING IN P~CE SOIL BEARING PRESSURE IS BASED ON 1,OOOpsl MIR A EXISTING IN P~CE CONCR~E DESIGN STRENGTH IS BASED ON 2,0DOpd MIN. A 4" MIR THICKNESS DRILL WITNESS HOLES THROUGOUT B~RING AREAS (INJLL WHEN Ion ruc /on; 1c¢ /n/~h /OR NOT THESE MINIMUM CRWERIA SOLE P~TE AT B~RING WALLS SHALL BE P,T 2x4 WITH (2) ADDITIONAL D,F P~TES ABOVE (DUE TO ADDITDNAL FLOOR THICKNESS) FOR USE AS AVAi~BLE NAILER NEW ASPHALT ROOFING = ~ = ~ NEC/ TRIM TO MATCH EXISTING -- -- --' ~ := -- RONNER 80ARDS SHALL BE AS SELECTED BY OWNEN, 10,_8~,, ~ ~ _ 4 INRLL AR~ TO PERFECTLY ~TCH NEW & EXISTING NEW ASP~LT ROORING D OlRDER SH~L BE TRIMMED WITH VERSATEX lx MATERIAL ALL SHU~ERS SHALL BE FURNISHED BY OWNER AND ~ RECOMENDATIONS (~p,) C CORNER BOARDS SHALL BE AS SELECTED BY OWNER, '1 II I INSTALLED BY B.C. AS PER DDINB MANUFACTURERS ~ . ~T~ ~ "~]~T~~ J, ORNAMENTAL SERIES ~LING SYSTEM BY TIMBE~ECH WEH ~ REDWOOD TOP AND BOSOM RAIL WITH WHffESAND SQUARE~ ~ ~~ BALUSTERS ...... POST COVER, POST SKIRT AND POST F~T COVER ~ .... SHALL ,E ORNAMENTAL SERIES A% WELL I, REDWOOD 'ER~ ALL AVAI~BLE "MBERTECH DECKI"G OPTIONS. 'A'E'~ -~~~ ' F WITH STAINLESS STEEL SCREWS AS PER I INFILL AR~ TO PERFECTLY MATCH NEW ~ EXISTINO. b___J k ......................... 1 ......................................................................... J COUNTERF~SHIN~ AND STAINLESS ~EEL SCREENED CHIMN~ CAP TD COORDINATE WITH FLUE, WITH RIDGE LINE,~ I N~ ASPHALT ROOFING I I I SIDING ON THIS FACADE ONLY SHALL BE C~PBOARD TO I ~TCH AND ALIGN EXPOSURE DF A~ACENT "CEDAR IBPRESSDNS" SIC]ND ALL CORNER BOARDS SHALL BE AS I SELECTED ~ OWNER, I _ I ~L WINDOWS SHALL BE TRIM,ED WITH VERSATEX MATE,IAL. NO PIOTURE FRAMING OF EXTERIOR CASING PERMI~ED. II CASING MEMBER W[OTHS / , I , , I ' ~r~i~ OX TO ALIGN' ~ ', ' '7 kPROAHD TO I "CEDAR -.~ k I ;ATEX MATERIAL. ii Il II iI II J ,, ,, / II Il % , ;l ',l 113 :ERMITIED, II , [ [I , I I _ I ' ' I ', 'ACCEPT ii - I ' ,' i " " I '/ / ,l ,, I , ~ I i I ii I ~, ~ ~ ~-- Ill NER AND ! U. N. / , I ' ' , , ~ q ---- = , ~ , , : l j~, ii" ~-i ~ i ii I I jj F- jj j,, ~r ,, I ~ ~ I I I '~' I .... ~- 4 I / J' ,, I I I I ,, , , / , ( I I ..... ' ~ % II d /6 3/4" THK, T&D C-O PLYWOOD SUP-FLOOR OVER 2 x 1O's @ 16" O,C,, WWN INSULATION BAFPLES & R-19 PATI AT EAVES AND BALANCE TD RE R-30 MA~7 INSULATION OVER HABITABLE SPACES, 1/2" DYP. BO, (5/8" ~(PE 'X' AT GARAGE) CLG, NEW TIMBERLINE ASHPALT ROOFING OVER 5/8' SHEATHING, GAF WEATHER WATCH WATERPROOF UNDERLAYMENT (AT ALL RAKES, OVERHANGS, RIDUES, VALLEYS AND PENETRATIONS THREE FO0' WIDE), BALANCE OF ROOF TO BE DAF SHINGLE-MATE UNDERLAYMENT AND ROOFING TO PERFECTLY MATCH EXISTING INSTALL ALL NEW COPPER FLASHrNG AT VALLEYS AND PENETRATIONS ETD, (INCLUDINg CHIMNEYS). SLOPES APPLICABLE FOR THIS SPEC SRAALL BE 4:12 AND DREATER CONTINUOUS CERTAINTEED "TRIPLE 2 BEADED" SOFFIT VENT WINE R-19 BAIT & INSULATION BAFFLES AT BAT[ ~ 1/2' GYP, RD. (5/8" T(PE 'X' AT GARAGE) SEE PLAN FOR BECK STRUCFURD 8" PMU's OVER 1'-0" DEEP x 2'-6" WiDE CONTrMUOUS 3500 PSI CONCRETE FOOTING W/ 3 CONTINUOUS #4's & #R's @ 16" O,C, 4" DONg, SLAB W/ 6x6-Wl,R/W1,4 W.W.R, OVER 4" COMPACTED gRAVEL, 6 MIL VAPOR BARRIER & COMPACTED FILL 6" CONg. SLAP W/ 6x6-W1,R/W1A W,W.R, OVER (' COMPACTED SAND, 4" COMPACTED DBAVEL, 6 MIL VAPOR BARRIER & COMPACTED FILL, SLOPE SLAB DOWN 1/8" PER FOOT TOWARDS GARAGE AUTOMOBILE DOOR REMOVE EXISTING SIDING A SHEATHING DOWN TO EXISTING FRAMING, NEW 5/8" ~PE 'X' GYP, BD, INTERIOR, CRAWLSPACE UN-INHABITABLE A'Frl C GAR^g[ SEE PLAN FOR FBAMINO SIZING AT THIS AREA, PROVIDE R-30 BA~I INSULATION AND CONTINUOUS INSULATION BAFFLES AS SHOWN. INSULATION SHALL OCCUR & CONTINUE OVER FLAT CEIUND PORTION TO REMAIN AS WELL WITH BAFFLES AT EAVES. CONtiNUOUS CERTAINT£EU "TRrPLE 2 BEADED" SOFFIT VENT WITH R-19 BAO & INSULATION BAFFLES AT EAVE OVER PLATE, UN-INHABITABLE A~rlC DECORATIVE WOOD TRUSS (POST,RENT, CHORDS, ~7C) (SEE PLANS FOR WIDTH OIMENSIORS) WITH BEAD BOARD CEILING (CAULK SRAMS) AND ~" THK, GYP, BO, FASCIA BEYOND WITH R-13 PATT (SIMILAR AT OPPOSITE), (OPEN) (KITCHEN BEYOND) (OPEN) FAMILY ROOM I DECORAITVE WOOD BEAMS, COORDINATE IN THE FIELD WITH OWNER AND ARCHITECT AS TO FINISH CEILING ABOVE FA_SE TRUSS SHALL BE BEADBOARD WITH CAULKED EDGES SEE pLAN FOR FRAMING IN THIS AREA, VERFY INSULATION PfPEi-- FIT AND INSTALL AND REPLACE ALL DEFICIENT MATIS WITH R-SO BArf INSULATION AND R~TAINER BARS AS REOUIRED, SEE PLAN FOR SUBFLOON WORN DUE TO REMAIIND SLAP-ON-GRADE AREA WITHIN THIS SPACE, FAMILY ROOM EXISTING CRAWLSPACE CHADSWORTH WOOD COLUMN IN SIYLE AS SELECTED BY OWNER, (BOOCOLUMNS) I~" THK. MARBLE (COLOR AS SELECTED BY OWNER) WITH ~" OVERHANG BEYOND TRIM LINE BEAD MOULDING# 14 WITH LONG LED SET VERTICAL, RD. (ALL SIDES) 2x4's ~ 16" O,C, -CONTINUOUS CERTAINTEED "IRIPLE 2 BEADED" SOFFIT VENT WITH R-19 BAl~ & INSULATION RAFFLES AT EAVE OVRR PLATE, INTERIOR SCALE: 1/2"= 1'-0' /~loor %o/ol of -z J ~ INTERIOR ELEVATION SCALE: 1/2" = f-O" AJJ///on /J// ro//'onp /o c /Jcncc of; Mr, Mrs, Morc, v _con/c /V,Y, z::),.~,, ¢'x.' c,.¢. Jc,~-k=,,' P,,,, C.-~. J?,-oj~=/No..,. I G A